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HomeMy WebLinkAboutCross Sound Ferry Services, IncWARD ASSOCIATES, P. Cm Landscape Architects, Architects, Engineers July 10, 1985 MOVED 17 Judith Terry, Town Clerk IUI. 1'A5 Town of Southold Main Road Town f'­k- Situ 04 Southold, New York 11971 Re: PIN 0950-31-301 Orient Point Ferry Dolphin Contract 1984-1 Dear Mrs. Terry: The following records of the above -referenced contract are transmitted for your files: 1. One looseleaf record book containing pertinent correspondence, field diary, material certifications, material delivery tickets, Change Order #1, and requisitions. 2. One manila envelope containing job construction photographs. 3. One manila envelope containing pile records. 4. One manila envelope containing contractor's payroll statements 1 to 7 inclusive. These records are to be maintained in your safe keeping for at least three (3) years and will be audited by New York State at a later date. Thank you for your cooperation with this project. Very truly yours, Randall Woodard, P.E. RW:am Enclosures cc: J.A. Falotico, P.E., NYSDOT LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 It* WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 0 69 EAST AVENUE, NORWALK, CT. 06851 (203) 853-3833 GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 (2 1 2) 344-8800 TRANSMITTAL OF PROGRESS SCHEDULE TO:- MR. RANDALL WOODARD P.E. WARD ASSOCIATES 100 Arrival Ave., Ronkonkoma_ NY 11779 Gentlemen: DATE: Feb. 11, 1985 REt OUR P.O. NO. CROSS SOUND FERRY SERVICES JOB We are sending you (© herewith 3 r-1underseparate cover 1 ' " ...................... """"""""'"'""-""" ----- copies of each of the i following for RRRWyv&- your information. Progress Schedule for referenced project. Remarks: Very truly yours, GEO. ROGERS CONS UCTI CORPORATION By.. y ..��.r..... ........... ................. Henry K.Diee rich 12-83 1 M ITE M "MOSILl -a-A T ION Z DEMOLITION 3 INSTALL CI.usrERS 4 DEMOIBI .. IZA T ION W Q Cf Q Z Rev.# IDescription I By Date GEO. W. ROGERS CONST. CORP. 33 RECTOR STREET —NEW YORK, NEW YORK 10006 / Piers, Bulkheads & Foundations SOUND P"E R R- SERVI C E 5 i NCORPORA i ED PR0 GRE 55 SCUE DU LE Date: I FE -B 19 SS Scale: Drawn by: D. Dwg. No.: C S F 1 N.Y.S. Dept. of Transportation State Campus, Bldg. 4, Room 205 Albany, New York 12232 Att: Mr. Larry McAuliffe JUDITH T. TERRY TOWN CLERK REGISTRAR OP VITAL S] A I ISTICS Dear Mr.. McAuliffe: f�»�_ OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 29, 1985 Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE. (516) 765-1801 Enclosed photographs re: Contract No. 1984-1, Improvements for the Cross Sound Ferry Services, Inc., Orient, N.Y., are sent herewith at the direction of Mr. Randall Woodard, Ward Associates, P.C. Judith T. Terry Southold Town Clerk GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 (212) 344-8800 TRANSMITTAL OF Photographs TO: WARD ASSOCIATES, P. C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11779 Attention: Mr. Randall Woodard, P.E. 6 Gentlemen: DATE: June 17, 1985 RZ: OUR P.O. NO. Contract No. 1984-1 .,OeImprovements for the Cross Sound Ferry Services, Inc., Orient, New York � ©herewith We are sending you 10 under separate cover I-------------"""""" """""""""'gam' "' copies of each of the following for appmvi* your records: 1 copy each of 6 Progress Photographs - Final - on captioned project. Remarks: Very truly yours, GE . ROGERS CONSTRUCTION CORPORATION By... �'* He ry K, ie ric , Diof Engineering 12-83 1 M E -77 vw s. r _ ,+ .,_ .. mss.. _. .�-. .�_ _d _ _. .� „� - -_..4 ._. -..: �� _. ,�._.. T, a '�'-^.^"�° al+n'• -.- 'mr^�R-sW,,,r... "'�^A�"h "S `....'.xe,.r g yIP[� , 1-lz� AI m � ,�., w«.•. ... a.� .a ::r ,+..+.-:`ter ��•Y � '�' � "'� � s, s � qm E k r LlPA 11-5 GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 (2 1 2) 344-8800 TRANSMITTAL OF Photographs -,D.--tiARD ASSOCIATES, P.C. Long Island MacArthur Airport 100 Arrival Avenue Rinkonkoma, New York 11779 �tontion: Mr. Randall Woodard, P.E. 'cntlemen: DATE:_ May 22, 1985 RM OUR P.O. NO. Contract No. 1984-1 joejmprnuaments for the Cross Sound Ferry Services, Inc., Orient, New York We are sending you (E] herewith ®ne...copies of each of the l ❑ under separate cover "Howing for appmvwc your records: 1 copy each of 9 Progress Photographs on captioned project. Remarks: Very truly yours, W. ROGERSNSTRUXhCTION CORPORATION 'iry K, etrich Director of gineei-fng 12-83 1M •� Y i 'r } Y - � � i :5 - tA"} f r ,• �• � ��"' - "� , "t .h ' -.� �.. �•k a /-ASK VA f 90. • ,jiffs - ,. .�- ' �.. i '►•.� "- a,.... •'^,�,: t �,....... � M a" e~ r ,,, _ E.r... .. :..,ea• .�,. � tee+ '«r. .+.: .:_«'!v+^•.,� �. �. i + �' 1 ... ! ��ppsc�Jr % 1 � { .x wr , Y` -- — �. f { A d ' 1• i + �' 1 ... ! ��ppsc�Jr % 1 � { .x �. RO. m w us ^r r Am • Y i _ T �_, • ; � .. � �A �*'��.�w.,y ..u. _. `� :,:.t . �+ q ` 'mow•"-a,°�"',�,"-+ l "��+'�''_ yam• _ � •., 6 � n.+"„.y.rs� #-",". i / a. «+T""' .. i es Y �, si75> .,« > t a f } �.� ._ �._ �"ir.,,:�'-. 3 ` j ¢ _ `,�' "'� `." �,�."; d rte: T+ � � • "� >r,. ; ,x !�' � '¢�• .R•� .,.��"'' ��`.. 11 � �` ^.,r.. +11R: "� r`e �� 1 1 wt-'•"�•'�-'•." � ' "°a �, ,'. j x ' y.. �'"7 F � . +err- ��..y.� ;,,� .; ..� « �, ,� t�, Y- '� — • *y, "r,.aY"'t' r. "•tom x � i ` ��.. _, ' a'. +.. .afs.i\.�ttw a �i �' -1- •- � 1�.� � -.�� r�'%�''�'`��� T y � .�'.� AL r y `yyikk :.a;,i.,�'.�°� v .3F a- yy, c Y as �S It T Y X P( d =y IF �-NNW r I A - rr • . ow `^ r•.1/i ,.n!" .+M:d+'. r.,:a� f !f �'"^'+�„y_R� sA{'OM'�wa�' �`.Y'�.��"_.."^x'! � .iii, � yM + �, �iRM :-:+w✓+" �j., +.,�,,,: �.+.= - ^...rr .nrY�,y ar...-..a,. 3'*z �,,,, "°�„-a�w «.. � + i� {. " h.t. + •; y: iT 'may r �y /iW e. w. m 4;jjKJ .. � s ..w +wfnsr"'.✓ xr $ ��# '�� ?d"7',�: .a, � fa aC x „�.. � ,< t , ' ^ ' R rnnr v. H r: sem. " ....'.r`..e -;6a s3.w { .�..Fc•: - +� °en.• �..h a _, 's. ---- M IE n •' ,r„ a'' Ap Raw r,^�.. i ._. a... •'�..t �"yir, -� ti. �a4r:�k..v'c.,� .a' .k'ti.wk"" "_ "", mw .wrr• �,�,,...aw ,rKaw --�a �,}s �,_.. � + •""+yq;,;,,,'�°*16� y?.;��'��... �� , n, a 'C �a�etr,�.H�ovrrc. r • SAM IPMLITO REGIONAL DIRECTOR May 1, 1985 y £XCEL5104, STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788 Ward Associates, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, N.Y. 11779 Gentlemen: .JAMES L. LAROCCA COMMISSIONER PIN 0950.31.301 Orient Point Ferry Suffolk County Final Inspection Report Attached for your information is a copy of the Final Inspection Report prepared by S. Honor of this office for the inspection of the work performed on April 24, 1985. Ve truly yours, J. A. Falotico Suffolk County Construction Supervisor RECEIVED MAY 3 1a ,OARD ASSOCIASES. P• G r• I w t New York State Lepartment of Tr insport.-itiort ' Region 10 INTERMEDIATE AND FINAL INSPECTION REPORT Neck __apprdpriate box U Intermediate Inspection ® F: epor No. in Company With R. Ward- Ward Associates Jack Catanzaro - D.O.T. R. yToods.d - Ward Associates 1 R. MacMurry - Cross Island Ferry J. Wronowski - Cross Island Ferry 1 Inspection ate of In8pection nspec -i.on Made By Contract NO. 4-2.4-P5 J. Falotico, S. Honor PIN 0950.31.301 Orient Point Fe ua i y of Workoogress Of WOR Time 7apsed WorP Satisfactory Complete % cope of Inspection Final Inspection of work, cursory review of .job records. e• (Dolphins) ompTeT.F1 100 vomments and Recommendations Ferry district was satisfied with work. Work appeared satisfactory to D.O.T. - D.O.T. accepts work as of 4/24/£5. Recommended to R. Woodard: Make cover sheet for Diary. Check certifications on hand against specifications to make sure no deviations, cuioory'review indicated proper certifi- cations on hand. all backup information for Change Order #1 with the change order and included in a f, book. Complete and lab&A job photos. Close out Diary with after last entry on each page. li Send letter to D.O.T. from town requesting Flual Payment and indicating that work has been completed to Town's and Ferry Company's satisfaction. Checked with Wilson CampbeIl will process. Final Payment subject to 57 retainage for final Audit. U • C] KJ Vx6m Mmwal 3�t7 J;,w. 2 FERRY STREET • P.O. BOX 33 • NEVV LONDON, CONNECTICUT 06320-0033 • (203) 443-7394 April 25, 1985 New York State Department of Transportation Veteran's Memorial Highway Hauppauge, NY 11788 Attention Mr. John Falotico, P.E., Suffolk County Construction Supervisor In re: PIN 0950--31--301 Orient Point Ferry -- Dolphins Contract 1984--1 Gentlemen: An inspection has been made on the above reference project and meets our approval, and it is recommended that the final payment be made on the project. Sincerely, Richard MacMurray, Vice President of Finance Cross Sound Ferry Services, Inc. cc Mr Frank Murphy, Supervisor, Town of Southold cc Mr. Randall Woodard, P.E., Ward Associates O��cvFFO(,��pli z • OFFICE C=' RVISOR TO :� ;��(� LD FRANCIS J. MURPHY SUPERVISOR MAIN ROAD SOUTHOLD, LI., N.Y. 11971 April 30, .1985 0 0 John Falotico, P.E. N.Y.S. Dept. of Transportation Veterans Memorial Highway Hauppauge, New York 11788 Re: P.I.N. 0950.31.301 Orient Point Ferry Dolphins Contract :1984-1 Job No. 8413A Dear Mr. Falotico: 1 am in receipt of a letter from Cross Sound Ferry Services, Inc. whereby they have accepted the above captioned project and it also meets the approval of the Town of Southold. I would recommend that final payment be made. A, copy of Cross- Sound Ferry Services, Inc. letter dated April 25, 1985 is enclosed herewith. Very try-ly y9urs,%/ cc: R. Woodard, Ward Associates. TELEPHONE (516)765-1800 (516) 765-1939 WARD ASSOCIATES, P.C. • April 25, 1985 Frank J. Murphy, Supervisor Town of Southold Town Hall Main Road Southold, New York 11971 Re: P.I.N. 0950.31.301 Orient Point Ferry Dolphins Contract 198'-1 -Job No. 8413A Dear Frank: Landscape Architects, Architects, Eng! *S The work on the above referenced contract was completed on April 18, 1985. The work is in compliance with the contract requirements and it is recommended that final payment be made on this project. Cross Sound Ferry Services, Inc., is sending their approval directly to N.Y.S. D.O.T. with a copy to you. Please forward a letter stating that the project meets the approval of the Town of Southold and that final payment is recommended. This letter should be addressed to the New York State Department of Transportation, Att: John Falotico, P.E., Suffolk County Construction Supervisor. If you have any questions, please do not hesitate to call. Very truly yours, V,J,U CJ VW44&-VL' Randall Woodard, P.E. RW:ks • • LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA. NEW YORK 11779 1516; 568-2626 WEST MAIN STREET, LrTTLE FALLS, N.Y. 13365 (315) 823-4384 • 69 EAST AVENUE, NORWALK. CT. 06851 (203) E53-3833 MAILGRAM SERVICE CENTER MIDDLETOWN, VA. 22645 22AM 4.0336685112002 04/22/85 ICS IPMMTZZ CSP JFKB 1 5165882626 MGM TDMT RONKONKOMA NY 04-22 0342P EST WARD ASSOCIATES PC A MOLLOY LONG ISLAND MACARTNUR ARPRT 100 ARRIVAL AVE RONKONKOMA NY 11779 THIS IS A CONFIRMATION COPY OF THE FOLLOWING MESSAGE: 5165882626 MGM5 TDMT RONKONKOMA NY 53 04-22 0342P EST ZIP MR JOHN PETER WRONSKI CROSS SOUND FERRY SERVICE PO BOX 33 ,•NEW LONDON CT 06320 PLEASE BE ADVISED THERE IS A FINAL INSPECTION MEETING WITH THE NEW YORK STATE DEPARTOENT OF TRANSPORTATION FOR THE ORIENT POINT DOLPHIN CONTRACT ON WEDNESDAY, APRIL 24, 1985 AT 10:30AM. PLEASE HAVE A REPRESENTATIVE ATTEND, WARD ASSOCIATES PC IN THE EVENT OF ANY SERVICE INQUIRIES, PLEASE DIRECT CORRESPON- DENCE TO: NATIONAL CONSUMER SERVICE CENTER C/O WESTERN UNION TELEGRAPH COMPANY 308 WEST ROUTE 38 P�OORESTOWN, NJ 08057 15:46 EST MGMCOMP •RECEIVED APR 23 lCa5 co w�Ra Ass�:�t�,rEs, a. I� Nl.I iYul i4 l.il"YV'YIIYI JWY� i Ya' mllii 1' lii I III III 19 III III IY 14 ILII II Y I III I I 111 1 I I i i I III YII I GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 (212) 3448800 TRANSMITTAL OF PROGRESS SCHEDULE TO: MR. RANDALL WOODARD P.E. WARD ASSOCIATES 100 Arrival Ave., Ronkonkoma, N. Y. 11779 Gentlemen: DATE: 2/28/85 MO OUR P. O. NO. Jos CROSS SOUND FERRY SERVICES We are sending you We p ❑under separate cover"'..................4 ..................................... co ies of each of the following forvipprcmakx your information. Revised Progress Schedule for referenced project. Remarks: Very truly yours, GEO. W4:;He C�O/NSTRUCTION CORPORATION By ....------.tom...I--� .r K. Dietrich 12-83 1 M a' OC *>- } CQ ct ITEM W a. Q- i 'MOBILIZATION Z DEMOLITION 3 INSTALL CLUSTERS __--- 4 DEM0161 . IZATION ASSOC 7*' .APPI OV17;) SUBMISSION NUMBER........./ D APPROV ' `--a NOTED DATE Or SUBMISSION..., , l.. � DISAPP RO ED DATE QyZ&C! ION... 3-(Z'd.r ❑ RESUBMIT ................... Checking is only for general conformance with the design coy 'rt of the project and gen4eral CornpIiance with t :e ir.£orraation gi` c {z the contract documents. Any action s own is sup<;ect to t7e requirements of the plans and specif `;cations. Contractor is responsible for: dimensions Which shall be cont`rrr ed i correlated at the job site; fabrication pro e�,f Construction, coordination and the satisfactory J. �...a.. .... +.r .tea LtS..'t,... .• Rev.# Description By Date GEO. W. ROGERS CONST. CORP. 33 RECTOR STREET NEW YORK, NEW YORK 10006 Piers, Bulkheads & Foundations (P,,055 SOUND PE R IR'( SERVI C E 5 ) NCORPORA TED PRO URE 55 SCKE DU LE Date: Z8 Frp 19 SS Scale: Drawn by: H. D, Dwg. No.: C 5 F 1—I WARD ASSOCIATES, P.k ; Landscape Architects, Architec*S, Long Island MacArthur 100 Arrival Aven• RONKONKOMA, NEW YOKL (516) 588-2626 TO Geo. Rogers Construction 33 Rector St. New York, NY 10006 DATE 3/29/85 jDs N8413A ATTENTION Mr. Dietrich RE: Orient Point Ferry DESCRIPTION — WE ARE SENDING YOU �] Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION Form - Change Order #1 - $8000,00 THESE ARE TRANSMITTED as checked ❑ For approval 6 For your use ❑ As requested ❑ For review and comment ❑ FOR BIDS DUE below: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ 19 ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Returncorrected prints ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO F. Murphy ac urray am SIGNED: R. Woodard 1 Z z 0 U ---------------- ........... fill 75't- '0 < --4 Sol $LAS; V : ..�_._ i�� r \ -� .:� `— -r r.! ce t -!C ' L—r- �A - —4 1 � . j I owl' &VEW p jA L L Approved for Use: L Cross Sound Ferry Services, Inc. BY: Pichard'E. MocMurroy, V.P. "Ew 7yP'E 2/22/85 February 12, 1985 Mr. Richard E. MacMurray Vice President Cross -Sound Ferry Service Inc. P. 0. Box 33 New London, Connecticut 06320 Dear Mr. MacMurray: Please be advised that in order to progress the work at the Orient Point Terminal, we require the following: 1. Two sets of Final plans, specifications, and estimate for the site and building --foundation work. Please show the traffic circulation scheme on the plans. 2. Two sets of Final layout plans for the building. 3. Your schedule for completion of all work at the terminal. Your early submittal of these items is requested so that we may progress the work as quickly as possible. If you have any questions, please contact me. Sincerely, OR�GINrI S,Gwfo 87 EPST_FR J. BEACH III FOSTER J. BEACH III Supervisor Planning & Development cc: R. G. Ward, Ward Associates FEB 13 WAU, , WARD ASSOCIATES, P. C■ Landscape Architects, Architects, Engineers January 9, 1985 New York State Department of Transportation Veterans Memorial Highway Hauppauge, New York Att: Mr. J. A. Falotico, P.E. Suffolk County Construction Supervisor Re: Pin 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Gentlemen: The Southold Town Board approved the award of the above -referenced project on January 8, 1985, to George W. Rogers Construction Corporation. The contract will be executed when the required bonds and insurance are furnished. A Pre -construction Meeting was held this date at the project site. The following persons attended: Henry Dietrich, George W. Rogers Construction Corp. John Walters, George W. Rogers Construction Corp. John P. Wronowski, President, Cross Sound Ferry Services Richard E. MacMurray, Vice President, Cross Sound Ferry Services Randall Woodard, P.E., Ward Associates, P.C. A copy of the meeting agenda is attached. Each of the items shown were mentioned. Additional discussions resulted in the following: 1. Cross Sound Ferry Services will do loading ramp alterations with their own forces prior to the contractor starting. They estimate this work to be completed by February 1, 1985, but possible extension to the middle of February since it is weather related. 2. The existing dolphin removal and new dolphin construction would be done on the west dock first since the large ferry does not operate in the winter season and the west dock is primarily used by that ferry. 3. Cross Sound Ferry will provide a baseline for the contractor's surveyor to lay out the work. 4. There will be no confliction between the ferry operation and the pile rig mooring anchors. 5. There are no piles presently being stored to be moved by the contractor, Section 3,2.2 (B). LONG ISLAND MAcARTHUR AIRPORT, 10Q ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS, N.Y. 13363 (315( 823.4384 January 9, 1985 New York State Department of Transportation Re: Pin 0950.31.301 - Orient Point Ferry Contract 1984-1 - Job #8413A Page Two 6. Contractor to furnish cost breakdown of lump sum bid for monthly requisition purposes. Breakdown to be based on per dolphin. 7. The contractor was notified that piles can be jetted, but final five (5) feet to be driven only, with pile records kept. 8. Housekeeping and safety were discussed for both land operations and on the pile rig. Contractor to comply with New York State and OSHA Regulations. 9. Contractor notified that steel shoes for pile tips would be required as per specifications. The Pre -construction Meeting met for approximately two (2) hours. The best estimate, at this time, prior to a submitted schedule, is that the first day of work should be the first or second week of February. Very truly yours, Gt/o- Randall Woodard, P.E. R W:am Enclosure cc: Cross Sound Ferry Services, Inc. George W. Rogers Construction Corp. YARD ASSOCIATES, P. C. Landscape Architects',' Architects, Engineers START OF CONSTRUCTION CHECKLIST TO: George W. Rogers Construction Corp. RE: Cross Sound Ferry Services, Inc. JOB NO. 1984-1 Dolphins OWNER: Town of Southold - Consultant: Ward'Associates, P.C. for Town of Southold DATE: January 8, 1985 The items checked below are to be provided by you at this time/complied with during the process of construction: [✓] Submission of Progress Schedule, required bonds and insurance certificates, at this time Submission of requests for approvals of supplies, materials and subcontractors to:. [ ] The Owner [ x] The Consultant Ward Associates, P.C. [✓] Provision of Field Office as soon as possible - N.A. Submission as required of all Show Drawings to: N.A. [ ] The consultant for recommending approval to the Owner [ ] The Owner [ Direct questions during the construction phase to; [ x ] The Consultant [ ] The Owner [ �] Prepare project cost breakdown and submit same for approval to: [x ] The Consultant [ ] The Owner Approved cost breakdown will be utilized for progress payments. ["] Preparation of monthly progress payments and submission of same on the x day Of every month, for approval, to: [x ] The Consultant ,( [ ] The Owner Provision of the following project signs on the site immediately: Not Required - LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET. LITTLE FALLS, N.Y. 13363 (313) 823-4384 - ( �) Appendix "A" ( `�) Appendix 'B" Wage Rages Equal Employment Opportunity Requirements (✓) SC22 Operation of Ferry Services ( ✓� SC24 Photographs (✓) SC25 Damage to Dolphins. ( r) Other Contractors Using Site 1. Cross Sound Ferry 2. Site Contractor 3. Building Contractors (� 1. Storage of Removed Piles 2. Storage of New Piles ( .i) NYSDOT Documentation (�) Permits to be posted by Cross Sound Ferry 1. NYSDOT Environmental 2. Army SAM IPPOLITO REGIONAL DIRECTOR January 8, 1985 A ''A.�, •v. --I NCEI SII% � STATE OF NEW YORi< DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788 Ward Associates, P.C. Long Island MacArthur Airport 100. Arrival Avenue Ronkonkoma, NY 11779 Gentlemen: PIN 09.50.31.301 Orient Point Ferry Suffolk County Job Documentation ,JAMES L. LAROCCA COMMISSIONER We will not be attending the preconstruction meeting for this project scheduled for January 9, 1985. Please forward copies of the minutes of that meeting for our files. I am enclosing for your information and use on this project forms MURK lc - Inspectors Daily Reports and 2b - Engineers Daily project Diary numbered 1--25 and BD 25 - Recorded Pile Driving Record. The Recorded Pile Driving Records are to be used in conjunction with driving the dolphin piles. They are to be kept with the project records. No copies are required to be sent to this office. The records are to be kept in accordance with Mini -MURK, a copy of which is already in your possession'. Please advise this office when work will start on this project. Very truly yours, 4 J. A. Falotico Suffolk County Construction Supervisor i - Enclosures JAN 9 1985 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STA I ISTICS Town Hall, 53095 Main Road P.O. Box'728 Southold, New York 11971 TELEPHONE (516) 765-1801 Randall Woodard, P.E. Ward Associates, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11779 Dear Mr. Woodard: Attached hereto is `a certified copy of the resolution adopted by the Southold Town Board at theirJanuary 8th regular meeting accepting the bid of George W. Rogers Construction Corporation for Contract 1984-1, Improvements for Cross Sound Ferry Services, Inc., Orient, New York. Attachment Very truly yours, Judith _T. Terry Southold Town Clerk EDJAN ? 1 L%5 ATE„ P. C. JUDITH T. TERRY TOWN CLERK REGISTRAR OE VITAL Sl AI ISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 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 JANUARY 8; .] 985: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of George W. Rogers Construction Corporation, in the amount of $287, 420.00 for Contract 984'-1, Dolphin Improve- ments, Cross Sound Ferry Services, Inc., Orient, New York, as approved by the New York State Department of Transportation, and be it further RESOLVED that Supervisor Francis J. Murphy be and he hereby is authorized and directed to execute a contract with George W. Rogers Construction Corporation for the aforementioned project. Judith T.. Terry Southold Town Clerk WARD ASSOCIATES, P.C. ndscape Architects, Architects, Engineers Long Island MacArthur Airport 100 Arrival Avenue RONKONKOMA, NEW YORK 11779 • (516) 588-2626 TO Geo. Rogers Construction 33 Rector St. New York, NY 10006 WE ARE SENDING YOU ® Attached ❑ Under separate cover via_ ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order I] - LrECTUEEIN @)F TURZONUCTUR- DATE 3/13/85 JO® NO. 8413A ATTENTION HenryDeitrich RE: Cross Sound Ferry Services Inc. Orient Point 2/28/85 CSF1-1 Progress Schedule the the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 1 2/28/85 CSF1-1 Progress Schedule THESE ARE TRANSMITTED as checked below: ❑ For approval 91 Approved as submitted ❑ Resubmit copies for approval EX For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO John Falatico, P.E. - NYSDOT am SIGNED: R. Woodard MWJCT 2442 ® W &,I. Ma 01471 if enclosures are not as noted, kindly notify us at once. GEO. W. ROGERS CONSTRUCTION CORPORATION • 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 (2 1 2) 344-8800 TRANSMITTAL OF PROGRESS SCHEDULE TO:. MR. RANDALL WOODARD P.E. WARD ASSOCIATES 100 Arrival Ave., Ronkonkoma, N. Y. 11779 DATE: 2/28/85 RM OUR P.O. NO. Joe CROSS SOUND FERRY SERVICES Gentlemen: herewith 3 We are sending you under separate cover 7.............................................................. copies of each of the following formppo mix your information. Revised Progress Schedule for referenced project. Remarks: Very truly yours, GEO. W. OGERS CONSTRUCTION CORPORATION He K. Dietrich 12-83 1 M ITEM I 'MC)EILIZATION DEMO Lk—i 1014 3 INSTALL (pus 1rERs 4VE-M_-e,1L IZATIOti Lr Rev.# Description cc Date GEO. W. ROGERS CONST. CORP. 33 RECTOR STREET NEW YORK, NEW YORK 10006 Piers, Bulkheads & Foundations Cp,(D5S SOUND FERRY SERVI C E S ) NCO; POR A 1 rE D CQ Date: Scale: Drawn by: H.D. Dwg. No.: C S F I WU6 5F R ASSOC' ":'71� V Xit,­ pp_o-v r SU11' y,V IT SSION NLTMBe K ........... A PFROVi'­ NOTED DATE OF SUILIMISSIONI...'? Ci 5f DISAFP''�_:_' ' ;13D DATE QE,,*CTION.. 0 RESUBMIT BY -2 4�kt4!! C - Checking is only for general conformance with the design co, -it of the project and general compliance with t',,e inform"'Ition gi"L a the contract documents. Any actimi sly,' syn is SU("iect 10 c -le requirements of the plans Z.7'j ",necilf"Cations. Contractor is responsible for: dimensinn-s which shall b-- co-ifrintf4 I correlated at the job site; fabrication procp construction, coordin.1tion v and the satisfactrary Rev.# Description By Date GEO. W. ROGERS CONST. CORP. 33 RECTOR STREET NEW YORK, NEW YORK 10006 Piers, Bulkheads & Foundations Cp,(D5S SOUND FERRY SERVI C E S ) NCO; POR A 1 rE D FR06RE55 SC"EDULE Date: Scale: Drawn by: H.D. Dwg. No.: C S F I WARD ASSOCIATES, P.L ; Landscape Architects, Architerft , Long Island MacArthur ! 1 100 Arrival Aver. RONKONKOMA, NEW YOK (516) 588-2626 TO Geo. Rogers Construction 33 Rector St. New York, NY 10006 ILIEVUIEQ OF UQQKODMOV L DATE NO. SDs N8413A ATTENTION Mr. Dietrich RE: Orient Point Ferry ❑ Resubmit copies for approval 6 For your use ❑ Approved as noted WE ARE SENDING YOU �] Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Copy of letter ❑ Prints ❑ Change order ❑ Plans ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION Form - Change Order #1 - $80600,00 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval 6 For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections _ ❑ Returncorrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO F. Murphy ac urray am SIGNED: R. Woodard r I T. i :.. t __ � ;.- �:.. �-tE�� i�D,► L. � .._ ..: �-j�t_ � �X —moi`-,-�_'' _ _' _ tr 1 V{j 777 _ r... �♦ - giDE ... F A — --•- - - . ,,_ +_,,,_,7."ncrd.�• ,_.1 1 (t � sit r f.l _ .Q F i r_ L. r L ,_ ,. L f 1 - .. _ .—. _.. Cowc StAQ - I . ._ i 1.+-' ... -� .._i.� ... _ .....—.__.-_. .. ... -•i.. .. � - _ __.._.. __ . 17. r" � 1 _ - 9.1f Approved for Use: Cross Sound Ferry Services, Inc. ;A- BY: Richard E. MacMurray, V.P. - �. - I 2/22/85 —._ --• _ �J February 12, 1985 Mr. Richard E. MacMurray Vice President Cross -Sound Ferry Service Inc. P. 0. Box 33 New London, Connecticut 06320 Dear Mr. MacMurray: Please be advised that in order to progress the work at the Orient Point Terminal, we require the following: 1. Two sets of Final plans, specifications, and estimate for the site and building' foundation work. Please show the traffic 49 circulation scheme on the plans. 2. Two sets of Final layout plans for the building. 3. Your schedule for completion of all work at the terminal. Your early submittal of these items is requested so that we may progress the work as quickly as possible. If you have any questions, please contact me. Sincerely, OF" 114 L S,,,4 f n BK &FUER J. BEACH 111 FOSTER J. BEACH III Supervisor Planning & Development cc: R. G. Ward Ward Associates t- 1 ,1 ; FEB 3 3 05 WARD ASSOCIATES, P. C. Landscape Architects, Architects, Engineers 0 January 9, 1985 New York State Department of Transportation Veterans Memorial Highway Hauppauge, New York Att: Mr. J. A. Falotico, P.E. Suffolk County Construction Supervisor Re: Pin 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Gentlemen: The Southold Town Board approved the award of the above -referenced project on January 8, 1985, to George W. Rogers Construction Corporation. The contract will be executed when the required bonds and insurance are furnished. A Pre -construction Meeting was held this date at the project site. The following persons attended: • Henry Dietrich, George W. Rogers Construction Corp. John Walters, George W. Rogers Construction Corp. John P. Wronowski, President, Cross Sound Ferry Services Richard E. MacMurray, Vice President, Cross Sound Ferry Services Randall Woodard, P.E., Ward Associates, P.C. A copy of the meeting agenda is attached. Each of the items shown were mentioned. Additional discussions resulted in the following: 1. Cross Sound Ferry Services will do loading ramp alterations with their own forces prior to the contractor starting. They estimate this work to be completed by February 1, 1985, but possible extension to the middle of February since it is weather related. 2. The existing dolphin removal and new dolphin construction would be done on the west dock first since the large ferry does not operate in the winter season and the west dock is primarily used by that ferry. 3. Cross Sound Ferry will provide a baseline for the contractor's surveyor to lay out the work. 4. There will be no confliction between the ferry operation and the pile rig mooring anchors. 5. There are no piles presently being stored to be moved by the contractor, • Section 3,2.2 (B). LONG ISLAND MACARTHUR AIRPORT, 10Q ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 DO WEST MAIN STREET, LITTLE FALL, N.Y. 13365 (3151 823-4384 1,.� • January 9, 1985 New York State Department of Transportation Re: Pin 0950.31.301 - Orient Point Ferry Contract 1984-1 - Job #8413A Page Two 6. Contractor to furnish cost breakdown of lump sum bid for monthly requisition purposes. Breakdown to be based on per dolphin. 7. The contractor was notified that piles can be jetted, but final five (5) feet to be driven only, with pile records kept. 8. Housekeeping and safety were discussed for both land operations and on the pile rig. Contractor to comply with New York State and OSHA Regulations. 9. Contractor notified that steel shoes for pile tips would be required as per specifications. The Pre -construction Meeting met for approximately two (2) hours. The best estimate, at this time, prior to a submitted schedule, is that the first day of work should be the first or second week of February. • Very truly yours, .ACL Gc/ Randall Woodard, P.E. R W:am Enclosure cc: Cross Sound Ferry Services, Inc. George W. Rogers Construction Corp. ✓ARD ASSOCIATES, P.C. Landscape Archltects; Architects, Engineers • START OF CONSTRUCTION CHECKLIST TO: George W. Rogers Construction Corp. RE: Cross Sound Ferry Services, Inc. JOB NO, 1984-1 Dolphins OWNER: Town of Southold - Consultant: Ward -Associates, P.C. for' Town of Southold DATE: January 8, 1985 The items checked below are to be provided by you at this time/complied with during the process of construction: [ ✓] Submission, of Progress Schedule, required bonds and insurance certificates, at this time Submission of requests for approvals of supplies, materials and subcontractors to: [ ] The Owner [ x] The Consultant Ward Associates, P.C. Provision of Field Office as soon as possible , N.A. Submission as required of all Show Drawings to: N.A. [ ] The consultant for recommending approval to the Owner [ ] The Own'er Direct questions during the construction phase to: [ x ] The Consultant [ ] The Owner Prepare project cost breakdown and submit same for approval to: [ x ] The Consultant [ ] The Owner Approved cost breakdown will be utilized for progress payments. Preparation of monthly progress payments and submission of same on the x day of every month, for approval, to: [x ] The Consultant [ ] The Owner • [ Provision of the following project signs on the site immediately: Not Required LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS. N.Y. 13365 (315) 823-4384 • ( �) Appendix "A" Wage Rages Appendix "B" Equal Employment Opportunity Requirements (✓) SC22 Operation of Ferry Services ( ✓) SC24 Photographs ( �) SC25 Damage to Dolphins ( �) Other Contractors Using Site 1. Cross Sound Ferry 2. Site Contractor 3. Building Contractors (� 1. Storage of Removed Piles 2. Storage of New Piles (�) NYSDOT Documentation ( �) Permits to be posted by Cross Sound Ferry 1. NYSDOT Environmental 2. Army L-1 • • SAM IPPOLITO REGIONAL DIRECTOR January 8, 1985 A f^y!1 � tNCI. •.It)Y STATE OF NEW YOLK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 117ss Ward Associates, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, NY 11779 Gentlemen: ..LAMES L. LAROCCA COMMISSIONER PIN 09.50.31.301 Orient Point Ferry Suffolk County Job Documentation We will not be attending the preconstruction meeting for this project scheduled for January 9, 1985. Please forward copies of the minutes of that meeting for our files. I am enclosing for your information and use on this project forms MURK 1c - Inspectors Daily Reports and 2b -- Engineers Daily Project Diary numbered 1-25 and BD 25 -- Recorded Pile Driving Record. The Recorded Pile Driving Records are to be used in conjunction with driving the dolphin piles. They are to be kept with the project records. No copies are required to be sent to this office. The records are to be kept in accordance with Mini MURK, a copy of which is already in your possession. Please advise this office when work will start on this project. Very truly yours, C `w J. A. Falotico Suffolk County Construction Supervisor its Enclosures JAN 9 1955 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL S'I A I ISTICS • • S�FF ULIV O '0� OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January. 9, 1985 Town Hall, 53095 Main Road P.O. Box'728 Southold, New York 11971 TELEPHONE (516) 765-1801 Randall Woodard, P.E. Ward Associates, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11779 Dear Mr. Woodard: Attached hereto is a certified copy of the resolution adopted by the Southold Town Board at their January 8th regular meeting accepting the bid of George W. Rogers Construction Corporation for Contract :1984-1, Improvements for Cross Sound Ferry Services, Inc., Orient, New York. Attachment Very truly yours, Judith _T. Terry Southold Town Clerk EIVED- �--.�+ JAN 11 1585 WA.!x11: `.SAO'=r ',TEsP. C. o ,oma JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STnrIST1CS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD • 0 Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 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 JANUARY 8� 1985: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of George W. Rogers Construction Corporation, in the amount of $287, 420.00 for Contract :1984-1, Dolphin Improve- ments, Cross Sound Ferry Services, Inc., Orient, New York, as approved by the New York State Department of Transportation, and be it further RESOLVED that Supervisor Francis J. Murphy be and he hereby is authorized and directed to execute a contract with George W. Rogers Construction Corporation for the aforementioned project. Judith T. Terry Southold Town Clerk d WARD ASSOCIATES, P. Co Landscape Architects, Architects, Engineers 0 December 18, 1984 Town Board Town of Southold Main Road Southold, New York 11971 Re: Improvements for Cross Sound Ferry Services Inc. Orient, New York - Job #6413 Gentlemen: Bids were received for Contract 1984-1, Dolphin Improvements, by the Town on December 7, 1984. We understand from discussion with Cross Sound Ferry Services, Inc., that it is their desire to proceed with the project using the scope of the base bid. We have • reviewed the bids and hereby recommend Contract 1984-1 to the low bidder, George W. Rogers Construction Corporation, for the amount of $287,420.00. The attached spread sheed showing all bids and the engineer's estimate is for your information. The contractor has the equipment and manpower to satisfactory perform this type of work. Thank you for your attention. Very truly yours, Randall Woodard, P.E. RW:am Attachment cc: R. MacMurray, Cross Sound Ferry Services • LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 10 WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 V • IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES; INC. Contract 1984-1, Dolphin Construction Town of Southold Bids taken 12/7/84 Base Bidder Bid Alt. "A" Alt. "B" Alt. "C" George Rogers $287,420.00 $474,700.00 $324,980.00 $537,075.03 Gates Construction 298,000.00 496,000.00 341,000.00 565,000.03 Engineer's Estimate 305,000.00 484,000.00 367,000.00 575,000.03 • 0 • 9 yoaww t���v ye4c�' J"a'w' 2 FERRY STREET • P.O. BOX 33 • NEW LONDON, CONNECTICUT 06320-0033 • (203) 443-7394 December 17, 1984 Supervisor Frank Murphy Town of Southold Main Street L.i t h J i v NY 1 1 J/. RE: Improvements for Cross Sound Ferry Services, Inc. Dear Supervisor Murphy: Regarding the bids which were received by the Town of Southold on December 7th of 1984, concerning the improvements to our Orient Point docking facility. It is our intention to accept the base bid from the George Rogers Company in the amount of $287,420.00. Thank you for your help in making the improve- ments for Cross Sound Ferry possible. Very truly yours, � 1 N- -- --- Richard MacMurray, Vice President Cross Sound Ferry acrViCGS:,, Lill:. cc Ward Associates cc New York State DOT, Foster Beach D ICES ARE -BENTLEY - ENGINEERS, INC. CIVIL ENGINEERS AND SURVEYORS • 593 POQUONNOCK ROAD GROTON, CONNECTICUT 06340 • (203) 448-0400 • Mr. Foster J. Beach III, PE _;upery i or Transportation Planning and Development tJ`YS Office Building "'Ieterans Memorial Hi _ahk,:,ay Hauppauge, NY 11788 id0embE-r 1 19C:4 Re: Gross round Ferry Orient, NY Dear Mr. Beach: We have prepared an estimate, this date, for the cost of construction for the Dolphin Installation at the Cross Sound Ferry, Orient, New `(orf: Terminal. Our esti mate for the various. Items is as. Base Bid $305,000 Alternate A 484,000 = Alternate B 367,000 Alternate G 575,000 If you have any questions, please call. Very truly yours. D I C:ESARE—BENTLEY ENGINEERS, INC. LHB./d1 c cc: Ward Associates Cross Sound Ferry Frank Murphy Lat&hence H. Bentley, PELS RECEIVED '"'2 198.5 WAO ASSOGA rs, P. C • • L_J s FERRY TERMINAL DOLPHINS #8413A PLANS AND SPECS SENT TO THE FOLLOWING CONTRACTORS: Chesterfield Assoc. David Whelan Marine Browne Z, bryan Lumber Rambo, James H. BB&S Treated Lumber George Rogers/Bob Makena Blakeslee-Arpaia-Chapman L.B. Foster Co. Costello Marine Melrose Marine Walen City Dredge & Dock Gates Construction CROSS SOUND FERRY • CONTRACT NO. 1 Bid NYS Funding (Bids Taken 12/7/84) 5 or 6 Dolphins Est. Cost ............. $250,000.00 CONTRACT NO. 2 Bid NYS Funding (Bids by January 11, 1985) Site Contract & Building Foundation Est. Cost .................. 150,000.00 CONTRACT NO. 3 By Owner T ...................... 25,000.00 Bulkhead and Ramp CONTRACT NO. 4 Bid NYS Funding - 0 • NO.4A Bid NYS Funding NO.4B Bid NYS Fundin • • NO.4C Bid • NYS Funding Building G.C. Est. Cost .................... 100,000.00 Plumbina & Water Service Est. Cost .................... 20,000.00 Electrical Est. Cost ................... 15,000.00 H.V.A.C. Est. Cost ................... 20,000.00 t v PROJECT IDENTIFICATION: "Improvements for the Cross Sound Ferry Services, Inc. Orient, New York" CONTRACT IDENTIFICATION AND NUMBER: . 'THIS BID IS SUBMITTED TO: Contract No. 1984-1 OWNER: Town of Southold Southold Town Hall Southold, New York Southold Town Clerk Southold Town Hall Main Road Southold, New York and The -State of New York 1. The undersigned BIDDER proposes and agrees,'if this Bid is accepted, to enter into an Agreement with OWNER to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance wih the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Bid will remain open for 45 days after the day of Bid opening. BIDDER will sign an Agreement and submit the Contract Security and other documents required by the Contract Documents within fifteen days after the date of OWNER'S Notice of Award. ` 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined copies of all the Contract Documents and of the following addenda: Date:November 29, 1984 Number: 1 November 30, 1984 if 2 (receipt of which is hereby acknowledged) and also copies of the Advertisement or Invitation to Bid and the�Instructions to Bidders. (b) BIDDER has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as BIDDER deems necessary; Bid P-1 (c) This Bid is genuine and not made in the interest of or .on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or a corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for himself any advantage over any other Bidder or over OWNER; and 4. BIDDER will complete the Work for the following price: BASE BID: TWO HUNDRED EIGHTY-SEVEN THOUSAND, LUMP SUM CONTRACT PRICE: FOUR HUNDRED TWENTY DOLLARS (In Words $ 287,420.00 In Figures) ALTERNATIVE BID A: FOUR HUNDRED SEVENTY-FOUR THOUSAND LUMP SUM CONTRACT PRICE: SEVEN HUNDRED DOLLARS In Words • $ 474,700.00 In Figures) ALTERNATIVE BID B: THREE HUNDRED TWENTY-FOUR THOUSAND, LUMP SUM CONTRACT PRICE: NINE HUNDRED EIGHTY DOLLARS In Words $ 324,980.00 In Figures) ALTERNATIVE BID C: FIVE HUNDRED THIRTY-SEVEN THOUSAND, LUMP SUM CONTRACT PRICE: SEVENTY-FIVE DOLLARS In Words $ 537,075.00 In Figures) 5. BIDDER agrees that the Work will be substantially completed within * gcalendar days after the date when the Contract Time commences to run, and completed within W1 calendar days after the date when the Contract Time commences to run. /a0 BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time. 6. The following document is attached to and made a condition of this Bid: • (a) Required Bid Security in the form of 5% of the Base Bid. 7. Communications concerning this Bid shall be addressed to: The address of bidder indicated below. Bid P-2 • • 8. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. SUBMITTED on December 7 , 1984 If BIDDER is: An Individual BY (SEAL) (Individual's Name Doing business as Business address: Phone No.: A Partnership BY (SEAL) (Firm Name General Partner Business Address: Phone No.: Bid P-3 0 A Corporation By Boers Construction Corporation (Corporation Name New York - 1926 (State of Incorporation By J. J. Lennon (Name of Person Authorized to Sign Executive Vice President ' 1 I Title Y ('irporate Seal) Att 7s '�' (Secretary) �Business Secretary Business Address: 33 Rector Street New York. New York 10006 • Phone No.: 212/344-6,900 is A Joint Venture By (Name) (Address) By (Name) Address (Each joint venturer must sign.) The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above. Bid P-4 • • • NON -COLLUSIVE BIDDING CERTIFICATE By submission of this bid or proposal, the BIDDER certifies that: (a) This bid or proposal has been independently arrived at without collusion with any other bidder or with any competitor or potential competitor; (b) This bid or proposal has not been knowingly disclosed and will not be knowingly disclosed, prior to the opening of bids or proposals for this project, to any other bidder, competitor or potential competitor; (c) No attempt has been or will be made to induce any other person, partnership or corporation to submit or not to submit a bid or proposal; (d) The person signing this bid or proposal certifies that he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the BIDDER as well as to the person signing in its behalf; (e) That attached hereto (if a corporate bidder) is a certified copy of a resolution authorizing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. -00on DATED: o E C -!7) 1604 Bid Construction Corporation Executive ;c ure of Bidder 33 Rector. Street, Kew Yorh, N. Y. 10006 Business Address of Bidder P-5 • • CERTIFIED COPY OF RESOLUTION AUTHORIZING THE EXECUTION OF NON -COLLUSIVE BIDDING CERTIFICATION IN BEHALF OF CORPORATE BIDDER RESOLVED THAT Cs8-o� J.- Eoters Construction Corporation Name of Corporation be authorized to sign and submit the bid or proposal of this corporation for the following project: "Improvements for the Cross Sound Ferry Services, Inc., Orient, New York," and to include in such bid or proposal the certificate as to non -collusion required by Section 103-4 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 the penalties of perjury. The foregoing copy is a true and correct copy of the resolution adopted by Geo. W. Rogers Construction corporation at a meeting of its Board of Directors held on the 2nd day of May , 1984. [CORPORATE SEAL] 1 Bid P-6 Secretary 0 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the "Principal" and (hereinafter called the "Surety") are held and firmly bound to the (hereinafter called the "Owner") in the full and just sum of Dollars ($ ) good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds himself, his heirs, executors, administrators and assigns and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these present. WHEREAS, the Principal has entered into a certain written contract bearing date on the day of 19 , with the Owner for the a copy of which contract is annexed to and hereby made part of this bond as though herein set forth in full. NOW, THEREFORE, the conditions of this obligation are such that if the Principal, his or its representatives or assigns, shall well and faithfully comply with and perform all the terms, covenants and conditions of said Contract or his (their, its) part to be kept and performed and all modifications, amendments, additions and alterations thereto that may hereafter be made, according to the true intent and meaning of said Contract, including repair and/or replacement of defective work and guarantees of maintenance for the periods stated in the Contract, and shall fully indemnify and save harmless the Owner from all cost and damage which it may suffer by reason of failure so to do, and shall fully reimburse and repay the Owner for all outlay and expense which the Owner may incur in making good any such default, and shall protect the said Owner against, and pay any and all amounts, damages, costs and judgements which may or shall be recovered against said Owner or its officers or agents or which the said Owner may be called upon to pay to any person or corporation by reason of any damages arising or growing out of the doing of said work, or the repair or maintenance thereof, or the manner of doing the same, or the neglect of the said Principal, or his (their, its) agents or servants, or the improper performance of the said work by the said Principal, or his (their, its) agents or servants, or the infringement of any patent or patent rights by reason of the use of any materials furnished or work done as aforesaid or otherwise, then this obligation shall be null and void, otherwise to remain in full force and effect; Performance Bond B-1 �J PROVIDED, HOWEVER, the Surety, for value received, hereby stipulates and agrees, if requested to do so by the Owner, to fully perform and complete the work mentioned and described in said contract, pursuant to the terms, conditions and covenants thereof, if for any cause the Principal fails or neglects to so fully perform and complete such work and the Surety further agrees to commence such work of completion within ten (10) calendar days after written notice thereof from the Owner and to complete such work within the time allowed the Principal in the Contract for the completion thereof; and further PROVIDED, HOWEVER, the Surety, for value received, for itself and its successors and assigns, hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by an extension of time, modification, omission, addition, or change in or to the said Contract or the work to be performed thereunder, or by any payment thereunder before the time required herein, or by any waiver of any provisions thereof, or by any assignment, subletting or other transfer of any work to be performed or any monies due or to become due thereunder; and said Surety does hereby waive notice of any and all such extensions, modifications, omissions, additions, changes, payments, waivers, assignments, subcontracts and transfers, and hereby expressly stipulates and agrees that any and all things done and omitted to be done by and in relation to assignees, subcontractors, and other transferees shall have the same effect as to said Surety as though done or omitted to be done by or in relation to said Principal. IN WITNESS WHEREOF, the Principal has hereunto set his (their, its) hand and seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of , 19 Principal By: (If Corporation add Seal and Attestation) Attest Secretary Surety Add Corporate Seal By: Attest Performance Bond B-2 • (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) • STATE OF } } ss.: COUNTY OF } On this day of 19 before me personally came 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. Notary Public (ACKNOWLEDGEMENT OF PRINCIPAL, IF A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of 19 , before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the > the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; what it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. Notary Public Performance Bond B-3 •N W (ACK • LE)GEMFNT BY SURETY COMPANY) • 0 STATE OF t ss.: COUNTY OF } On the day of 19 , before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in and which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Performance Bond B-4 Notary Public • PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal") and (hereinafter called the "Surety") and held and firmly bound to the hereinafter called the "Owner"), in the full and just sum of dollars ($ ) good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract bearing date on the day of , 19 _ , with the Owner for the a copy of which Contract is annexed to and hereby made a part of this Bond as though herein set forth in full; and WHEREAS, the Owner has required this Bond guaranteeing prompt payment of colonies due to all persons furnishing the Principal or any • Subcontractor of the Principal with labor or materials in the prosecution of the work provided in such Contract; L J NOW, THEREFORE, the condition of the foregoing obligation is such that if the Principal shall promptly pay all monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the Contract, then this obligation shall be null and void, otherwise to remain in full force and effect; PROVIDED, HOWEVER, that the said Surety for value received, hereby stipulates and agrees that no change, extension, alteration or addition to the terms of the said Contract or specifications accompanying the same, shall in any way affect its obligations under this Bond, and it does hereby waive notice of any such change, extension, alteration or addition, and further; PROVIDED, HOWEVER, that the place of trial of any action on this Bond shall be in the county in which the said Contract was to be performed, or if said Contract was to be performed in more than one county, then in any such county, and not elsewhere, and further; PROVIDED, HOWEVER, that.this Bond shall be enforceable in accordance with the terms and provisions of the Connecticut General Statutes. Payment Bond B-5 IN WITNESS WHEREOF, the Principal has hereunto set its hand and • seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of 19 . Principal BY: (If Corporation add seal and attestation) ATTEST Secretary (Add Corporate Seal) Surety BY: • ATTEST • (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.: COUNTY OF } On this day of , 19 , before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Payment Bond B-6 Notary Public (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of 19_, before me personally came to me known, who being duly sworn, did depose and say that he resides in that he is the of the , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. Notary Public • (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF } } ss.. COUNTY OF } On the day of , 19 , before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public s Payment Bond B-7 • BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Geo. W. Rogers Construction Corporation 21 'Rector Street, N'3'a i'oi'_ , 1T, Y 10 06 as Principal, and SEABOARD SURETY COMPANY as Surety, are hereby held and firmly bound unto Town of Southoid, New York and The State of New York as Owner in the penal sum of FIVE PERCENT o of Amount Bid. dollars ($5% ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Sealed with our seals, this 3rd day of December 1984. The condition of the above obligation is such that WHEREAS the of New York Principal has submitted to Town of Southold, New York and The State a certain Bid, which is hereby made a part hereof to enter into a contract in writing, for the Improvements for the Cross Sound Ferry Services Inc. Orient, New York, Contract No. 1934-1. AND WHEREAS, the principal intends to file as a substitute for the bid deposit which accompanied said bid this bond to guarantee that the principal will perform the agreement to execute a contract and to furnish such other bonds as may be required by the terms of the • principal's bid. LJ NOW, THEREFORE, the condition of this obligation is such that if the principal shall faithfully perform the agreements as contained in the said bid, then this obligation shall become null and void; otherwise it shall be in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. Bid Bond B-8 • • IN WITNESS, WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth,�bove. Geo. W. Rogers Construction Corporation BY: "/,) -1 (L. S. ) Principal YX�iiit SEAL SEABOARD SURETY COMPANY Suret lfic aim Lewis� Attorney -in -Fact (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of , 19_, before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public (ACKNOWLEDGEMENT ,/BY PRINCIPAL, IF A CORPORATION) STATE OF �6y�/ y t9ZPI,r } ���� } ss.: COUNTY OF �/ JO,et } On this day of DEC - 3 EN 19_, before me personally came to known, who being duly sworn, did depose and say that he resides in that he is the ftesidewt of the Q�, &9M C=fmatloA ICmoratlap the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. Bid Bond /Notary^bl B -9 • 1W] � 0 (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF New York } } ss.: COUNTY OF New York } On the 3rd day of December 19 8Q before me personally cameRichard H. Lewis to me known, who being by me duly sworn, did depose and say that he resides in East Brunswick, New Jersey that he is the Attorney -in -Fact of the SEABOARD SURETY COMPANY , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the mariner provided by the laws of the State of Connecticut. Notary Public PAULA MORELLO NOTARY PUBLIC STATE OF NEW YORK No. 41-463c244 Quali ied in Queens County Certified in Ne -:r York County 1211 Commission Expires March 30, 19...C4 l Bid Bond B-10 • • SEABOARD SURETY COMPANY HOME OFFICE: NEW YORK. N.Y. FINANCIAL STATEMENT—DECEMBER 31, 1983 ASSETS LIABILITIES *Stocks and Bonds .......... $91,371,319.13 Cash in Office & Banks ....... (181,184.88) Accrued Interest & Dividends . 2,471,496.48 Outstanding Premiums ...... 2,243,972.50 Accounts Receivable ........ 2,888,343.34 Total Admitted Assets ..... $98,793,946.57 Reserve for Unearned Premiums ... Claim Reserves .................. Other Reserves .................. Capital Stock ................... Surplus ........................ • Bonds and stocks are valued on basis approved by National Association of Insurance Commissioners. Securities carred at $5,806,187.00 in the above statement are deposited for the purpose required by law. STATE OF NEW YORK ss.: COUNTY OF NEW YORK $24,248,986.45 15,248,268.00 7,815,672.85 2,500,000.00 48,981,019.27 Total Liabilities ............... $98,793,946.57 I, G. F. THOMPSON, President of SEABOARD SURETY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the Financial Statement of said Company, as of December 31, 1983. 3rd IN WITNESS WHEREOF, I have signed this statement at New York, New York, this....................day of December 84 ........................................... 19........ • p�vS�REn"co3 .w . it a' W f0i ME'N�� Revised Form 157 DIA D / A R Y PROJECT DIARY ORIENT POINT FERRY DOLPHIN CONTRACT P. I. N. 0950-31-301 Contractor: George W. Rogers Corporation Inspection: Ward Associates, P.C., Randall Woodard, P.E. First Day of Work: March 11, 1985 Last Day of Work: April 18, 1985 Accepted by NYSDOT: April 22, 1985 • 0 MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN COi , i PIN 0950 e 31 ,ORIENT POINT FE.G Y 1. ;CONTRACTOR; ,GEO. W. ROGERS CORP, MAJOR CONTRACT OPERATIONS 1 DC4 Sheet No. of Sheets Date %%i9iQC'f/ //.lflf� Day of Week IS 14 1 T iW IT IF IS AM PM Weather GG�'A2 C Le�.v.P Sw--iS High tLow Temperature -s0 1. R. Inspector's Name Work Assignment and Identification No. iP.q••�O.Dac L(/oo� Maint. of Traffic & Project Signs: Nom. REMARKS: moo., -7-Z_ _ �_a�+ �7.P �'i r� a .� Sly' T T•'��t 15�.�/c.fo +8�r !�/.z�;S T <Sidf � �' �ff'T �S.(� �tIE.O o i✓.E ��iLtC.. O� IN�v�.Q �c�ec�lif/.✓ /"' /.e1 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) � K WORKFORCE Superintendents X Foremen Operators Z Carpenters Laborers Iron Workers 0 I I I I I H i --Equipment in U -se .. .. �® .. Trainees A Dorent i"n�•IDALL WOODARD, P. E. 9ES)DENT ENGINEER WARD ASSOCIATES, P. G Resident Engineer (Consults t) Consultant (Stamp) Engineer -in -Charge 0 C • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 • 31 • 301 E ORIENT POINT FERRY CONTRACTOR: GEO, W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date 1�1-,We-,-ol /,,v 8� Day of Week S M W T F s 1.R.. Inspector's Name Work Assignment and Identification No. �..,ci►�c `lam • Maint. of Traffic & Project Signs: Al. A L� REMARKS: /�.Q.yi..� Lr �'il�7lE �otTS /�tYlS�c(f0.l: aly�4/Yi.i/•J usi.s Li/Et'T 5��� me _•`E9.a On/ ✓�/s7/.c/G AM PM Weather f,�vli �"�"16'7 1.R.. Inspector's Name Work Assignment and Identification No. �..,ci►�c `lam • Maint. of Traffic & Project Signs: Al. A L� REMARKS: /�.Q.yi..� Lr �'il�7lE �otTS /�tYlS�c(f0.l: aly�4/Yi.i/•J usi.s Li/Et'T 5��� me _•`E9.a On/ ✓�/s7/.c/G High Low Temperature 3Q yo 1.R.. Inspector's Name Work Assignment and Identification No. �..,ci►�c `lam • Maint. of Traffic & Project Signs: Al. A L� REMARKS: /�.Q.yi..� Lr �'il�7lE �otTS /�tYlS�c(f0.l: aly�4/Yi.i/•J usi.s Li/Et'T 5��� me _•`E9.a On/ ✓�/s7/.c/G MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader G rader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) (shee sfoot) " (pneumatic) Truck (dum ) X �v Cr X WORKFORCE Superintendents / Foremen / Operators 2 Carpenters Laborers Iron Workers 3 Contractor'sI I Not I Sub rB ub (Sub I Sub Equipment in Use Prime Used A C D Trainees Apprent RANDALL WOODARD, P. E. MMU ASSOCIATES, P. C. RESIDENT ENGINEER Resident�ineeultant/►r� , _ Consultant (Stamp) Engineer -in -Charge 0 E • • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Q Page No JOB STAMP Sheet No, of DOLPHIN CONTRACT PIN 0950 • 31 . 301 ORIENT POINT FERRY CONTRACTOR; ILEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheets Date /�ii.Pc"i`•' .C3, /q8� Day of Week IS I M I T k I T I F I S I.R. I Inspector's Name Work Assignment and Identification No. �.✓O.1�eL l�Vt r • Maint. of Traffic & Project Signs: REMARKS: .:::" .0. /V, - 7440,'Vr cis..✓ I::;;- yl��S T S'�C�/! • %a �.e�.� ✓ o c/ L_Ai r.—, ~ <,� -D -f%1 �f✓..�. 1 .l� cid Y c �T•t�o.(l �T GG�s�cf7- Gl1isJ 0_ AM PM Weather w�5' 20 60,e qie x' .9.2 I.R. I Inspector's Name Work Assignment and Identification No. �.✓O.1�eL l�Vt r • Maint. of Traffic & Project Signs: REMARKS: .:::" .0. /V, - 7440,'Vr cis..✓ I::;;- yl��S T S'�C�/! • %a �.e�.� ✓ o c/ L_Ai r.—, ~ <,� -D -f%1 �f✓..�. 1 .l� cid Y c �T•t�o.(l �T GG�s�cf7- Gl1isJ 0_ High Low Temperature I.R. I Inspector's Name Work Assignment and Identification No. �.✓O.1�eL l�Vt r • Maint. of Traffic & Project Signs: REMARKS: .:::" .0. /V, - 7440,'Vr cis..✓ I::;;- yl��S T S'�C�/! • %a �.e�.� ✓ o c/ L_Ai r.—, ~ <,� -D -f%1 �f✓..�. 1 .l� cid Y c �T•t�o.(l �T GG�s�cf7- Gl1isJ 0_ MURK 2b (11/78) REVERSE. Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader G rader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) FLo�9 r..0 s .2A WORK FORCE Su rintendents / Foremen / Operators 3 Carpenters Laborers Iron Workers .hoc c+i EquipmentinUse REM Trainees Aoorent KANDALL WOODARD, P. E. RESIDENT ENGINEER WARD ASSOCIATES, P. it Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge ; l � -ez� 6t L'v� • 0 • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP Sheet No. DOLPHIN CONT''lACT PIN 0950 ®s 1 ORIENT POI.N CONTRACTOR. GEO. W. ROGER) CORP. MAJOR CONTRACT OPERATIONS of Sheets Date 3 • /,,/ Day of Week S I M I T W ;< F S AM PM Weather �rZ L'L�tiO CG Eq I.R. Inspector's Name Work Assignment and Identification No. / Maint. of Traffic & Project Signs: REMARKS: 0" ,7Z5r-0 G T14.4a /it/ A;:ir Tu/. •� �E�R v 5 i/LT 5457- High Low Temperature I.R. Inspector's Name Work Assignment and Identification No. / Maint. of Traffic & Project Signs: REMARKS: 0" ,7Z5r-0 G T14.4a /it/ A;:ir Tu/. •� �E�R v 5 i/LT 5457- MURK 2b (11/78) REVERSE. Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) JCLoiFTi ti 6 iIa/.E E WORKFORCE Superintendents Foremen / Operators , 3 Carpenters Laborers Iron Workers k Contractor's uipment in Use Trainees Apprentices • 49 KANDALL WOODARD, P. E. WARD ASSOCIATES, P, C. RESIDENT ENGINEER Residp.i.-lrngi(Consultant) Consultant (Stamp) Engineer -in -Charge r� U • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 • 31 • 301 ORIENT POINT FERRY �j CONTRACTOR. ILEO. W. ROGERS CORP. i ON- Sheet N Sheet No. of Date 3 • / J- • PS Sheets Day of Week S M T I W T STs; Hiah I Low MAJOR CONTRACT OPERATIONS Temperature .cfs 3Z 1.R' Inspector's Name Work Assignment and Identification No. �/ONONCG �O I Q� Maint. of Traffic & Project Signs:/�- REMARKS: /.iiCt lam' ¢7a9� �i 4--1Z— dd ./tea rifiE o 1 AM PM Weather Cc f.r� c s-ve Hiah I Low MAJOR CONTRACT OPERATIONS Temperature .cfs 3Z 1.R' Inspector's Name Work Assignment and Identification No. �/ONONCG �O I Q� Maint. of Traffic & Project Signs:/�- REMARKS: /.iiCt lam' ¢7a9� �i 4--1Z— dd ./tea rifiE o 1 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) WORKFORCE Superintendents / Foremen / Operators 3 Carpenters Laborers Iron Workers A Contractor'sI I Not I Sub ub I Sub I Sub Equipment in Use Prime Used A ISB C D rainees RESIDENT ENGINEER L�SSOGATES, P. C. Reside ng� (Consultant) Consultant (Stamp) Engineer -in -Charge • • 0 MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY 1 l 0 � Page No. JOB STAMP DOLPHIN CONTRACT PIN 0550 • 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date &-/B9 Day of Week S I Ad T I W AM PM Weather / 2 ,sva.d �L .rtiy�1' ;R I Inspector's Name I Work Assignment and Identification I • Maint. of Traffic & Project Signs: -- -- REMARKS: r or,G�Cf 7`�4 Al /LJc� l .Z2494v_ d ®ltd 75 High Low Temperature 3 U ;R I Inspector's Name I Work Assignment and Identification I • Maint. of Traffic & Project Signs: -- -- REMARKS: r or,G�Cf 7`�4 Al /LJc� l .Z2494v_ d ®ltd 75 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) WORKFORCE Superintendents Foremen Operators Carpenters Laborers Iron Workers 0 Contractor's Not Subub Sub Sub Equipment in Use Prime I Used I A ISB I C I D Trainees ces 1FAN15ft WUUUARV, 11. t. �"' AISIDENT ENGINEER WRDTWSSOCIATES, k it; Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge i • • CJ MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY_?.j 010 Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 • 31 . 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date Day of Week IS {M(XJW IT JF IS, AM PM Weather�-s- ;R" I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: --- 7 3 Z -i27, 2 Z - .24 Z;I!!Ca - s High Low Temperature 5`Z Z Z ;R" I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: --- 7 3 Z -i27, 2 Z - .24 Z;I!!Ca - s MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is I Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) (pneumatic) Truck (dump) WORKFORCE Superintendents Foremen / Operators 3 Carpenters Laborers Iron Workers 1 Contractor'sI Not I Sub rB ub Sub I Sub Equipment in Use I Prime Used A C D Trainees Apprentices 0 _ , P.E. RESIDENT ENGINEER WABt i ASSOCIATES, P. C. Engineer-in-Charge Resident Engineer (Consultant) Consultant (Stamp) • • 0 MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No JOB STAMP DOLPHIN CONUZACT PIN 0950 • 31 ® 301 ORIENT POINT FERRY CONTRACTOR: iGEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS 01i Sheet No. of Sheets Date 3 - ZO -�-� Day of Week S M I T IKIT F I S i I.R_ Inspector's Name Work Assignment and Identification No. ,dam �1••�0 l cc. �/o .O Maint. of Traffic & Project Signs: REMARKS: JF✓Ecrc�4 // o.� %"J id��e*s ow, -�.�fLo.s�i,✓G- �j�ld1' T,�.o�— GI/,cr,P..�` %�vLL.0A. � Tir�a�0/d AM IPM Weather 4/0(10@ �.S I.R_ Inspector's Name Work Assignment and Identification No. ,dam �1••�0 l cc. �/o .O Maint. of Traffic & Project Signs: REMARKS: JF✓Ecrc�4 // o.� %"J id��e*s ow, -�.�fLo.s�i,✓G- �j�ld1' T,�.o�— GI/,cr,P..�` %�vLL.0A. � Tir�a�0/d High Low Temperature ; �.S I.R_ Inspector's Name Work Assignment and Identification No. ,dam �1••�0 l cc. �/o .O Maint. of Traffic & Project Signs: REMARKS: JF✓Ecrc�4 // o.� %"J id��e*s ow, -�.�fLo.s�i,✓G- �j�ld1' T,�.o�— GI/,cr,P..�` %�vLL.0A. � Tir�a�0/d MURK 2b 01/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader Gradall Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) FLo rie, _Superintendents Foremen C Iron Workers Contractor'sI I Not I Sub rB ub I Sub I Sub Eauioment in Use Prime Used A C D Trainees Apprentices kANDALL WOUIJAKO, RESIDENT ENGINEER WARD ASSOCIATES P. Ca Resident �ineer Consultant (Stamp) Engineer -in -Charge • 0 C L' 0 MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950.31 .301 ORIENT POINT FERRY Lt=�N TRACTOR: GEO. W. ROGERS CORP. ' ®12 Sheet No. of Sheets Date . q - 1/—�_S� Day of Week [S I M I T I W pCJ F I S AM PM Weather -Z o High Low MAJOR CONTRACT OPERATIONS FTemperature y L Z Z I.R. Inspector's Name Work Assignment and Identification No. Maint. of Traffic & Project Signs: REMARKS:7, c�iE �"V'9 G �.L r - -0': MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dum ) T Q E Superintendents F oremen Operators Laborers Iron Workers Contractor's( Not I Sub Sub ISub I Sub Equipment in Use Prime Used A I B C D Trainees ces R,ANDXf[ WOODARD, P. E. WgUOS.S.00IATES, P. C. RESIDENT ENGINEER Resident Engineer (Consul ntConsultant (Stamp) Engineer -in -Charge :;Pem — - - � � • L-1 • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY 013 Page No. JOB STAMP Sheet No. of DOLPHIN CONTRACT PIN 0950 • 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheets i Date Day of Week S M I T I W T I IK I S High Low L.lImperature 4 Z 3fj I.R. Inspector's Name Work Assignment and Identification No. • Maint. of Traffic & Project Signs: 0 REMARKS: AM PM Weather C.G.E� 4 CLeq.ef High Low L.lImperature 4 Z 3fj I.R. Inspector's Name Work Assignment and Identification No. • Maint. of Traffic & Project Signs: 0 REMARKS: MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) -0 G - WORKFORCE Superintendents Foremen Carpenters Laborers Iron Workers Contractor's I Not I Sub Sub ISub I Sub Equipment in Use Prime Used A I B C D Trainees ces kA,NDALL WOODARD, P. E. ]RESIDENT ENGINEER WARD ASSOCIATES, P. C. Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • I] • • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP PIN 0950 0s ORIENT POINT FE�.ic CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS i 014 Sheet No. of Sheets Date—3-ZS8� Day of Week S I Ad T W T F S AM PM Weather ez eq e_ _ High Low Temperature 4,0 2� 1. R. I Inspector's Name ( Work Assignment and Identification w�_ • Maint. of Traffic & Project Signs: 0 REMARKS: Liy ®u_, T /�%t/0 ss7`A.B• � .r�oLe7iilicJ �o . .3 -yooev&�e E3- A 3—� . 3-� l��a0 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) f�o.►r d: C t ORC Superintendents Foremen Laborers Iron Workers Equipment in Use mass I ralnees Apprentices KANVALL D, P. E. RESIDENT ENGINEER VMUD ASSOCIATES, P, C; Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • • • • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 • 31 • 3 J i ORIENT POINT FERRY ttONTRACTOR. QEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS 1 01.5 Sheet No. of Sheets Date 3 -?6-8J-- Day of Week S I M, W T F n AM PM Weather ^�� CLfA� High LOW Temperature �,S_ Z_._ I.R_ I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: �E�✓d.6rt'tF/, Lo.rO O� ��.Li ii/Ze-S le PA s�J .ri G° �.c/o z'a, GO 110,4 T ,� TiEi�? ZOO: a e- L PA MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) WORKFORCE Superintendents F oremen / Operators 3 Carpenters Laborers Iron Workers 3 Contractor's uipment in Use Trainees Apprentices awcaf WOODARD, P. E. RESIDENT ENMNEU-- WARD, WS CSdVTES, fl: E: Reside Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • • • • • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY 01 JOEL STAMP DOLPHIN CONTRACT PIN 0950 • 31 . 301 ORIENT POINT FERRY [CONTRACTOR: GEO. W. ROGFRS CORP. MAJOR CONTRACT OPERATIONS Page No. Sheet No. of Sheets Date Day of Week S_ M I T )I(IT F I S i AM PM G? Weather i4 C ;R I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: 224a,/& /G .tgei Ar 0!!6 i e! zm, .07T _006A 6k2 W-2, . %Z 3—?:-2�—T— ��� y 3 —/3 3 —/'L— High Low Temperature Wi- b ;R I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: 224a,/& /G .tgei Ar 0!!6 i e! zm, .07T _006A 6k2 W-2, . %Z 3—?:-2�—T— ��� y 3 —/3 3 —/'L— MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dum ) WORKFORCE Superintendents Foremen Operators Carpenters Laborers Iron Workers 1 Contractor'sI Not I Sub �ub I Sub I Sub� Equipment in Use Prime Used A B C D Trainees Apprent • • • iRANDAIL WOO.DARD, 10,1, WARD ASSOCIATES, P. Cr RESQW. F�1Kil� ii Resi t Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge 4s.0160 ;i4• • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY .1.•l �1► Page No. .IOB STAMP DOLPHIN CONTRACT PIN 0950 • 31 . 30 j ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date Day of Week IS I M I T W F S i AM PM Weather '3" 4`4-_,ge G G d I.R. Inspector's Name Work Assignment and Identification No. Maint. of Traffic & Project Signs: REMARKS: 3-23 L�- i 9• .3-20 3 -32 High Low Temperature 6 S tf,Z I.R. Inspector's Name Work Assignment and Identification No. Maint. of Traffic & Project Signs: REMARKS: 3-23 L�- i 9• .3-20 3 -32 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) Superintendents Foremen Operators Laborers Iron Workers 3 Equipment in Use • [7 RMID-KEE WOODA.RD, P. E. WARD LAWOCIAXES, P, C, `' RESIDENT .EAiGINM Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • [7 RMID-KEE WOODA.RD, P. E. WARD LAWOCIAXES, P, C, `' RESIDENT .EAiGINM Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • 0 MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 • 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS 018 Sheet No. of Sheets Date Day of Week S M I T I W I T I F\1 S F, - I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: LlA%L4A�i t/G� DL/J -��d i.v /LC J? G i GY�.rsD ler�r,Aki�.�art . �«r�' ��,svr7' �t�,�.l..yls .�•oTE .jc,��Dc�t L� SrvprEy .a.Qiyi.JZ', T' ��Lb���� �C/. 3 - .�• � 8 �-29 AM PM Weather Z.Ew C�,2 F, - I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: LlA%L4A�i t/G� DL/J -��d i.v /LC J? G i GY�.rsD ler�r,Aki�.�art . �«r�' ��,svr7' �t�,�.l..yls .�•oTE .jc,��Dc�t L� SrvprEy .a.Qiyi.JZ', T' ��Lb���� �C/. 3 - .�• � 8 �-29 High Low Temperature F, - I Inspector's Name I Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: LlA%L4A�i t/G� DL/J -��d i.v /LC J? G i GY�.rsD ler�r,Aki�.�art . �«r�' ��,svr7' �t�,�.l..yls .�•oTE .jc,��Dc�t L� SrvprEy .a.Qiyi.JZ', T' ��Lb���� �C/. 3 - .�• � 8 �-29 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) Lo s.,v .¢•q.cl+� WORKFORCE Superintendents F oremen / Carpenters Laborers Iron Workers Equipment in Use MEMBER rainees Apprentices RANDALL WOODARD, P. E. t�iSaDEA1T ENSrIAIE(:R WARD ASSOCIATES, P. Q Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • • • • r 1 fL_J 0 MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY 1 01� Page No. JOB STAMP DOLPHIN CONTRACT PIN 01950. 31 •301 ORIENT POINT FERV CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date Day of Week S lk T I W I T F I S �%�✓G!/,�1,J �La r,.t/ is Gr.2.¢ir/ AM PM F;eather <<O CLD �%�✓G!/,�1,J �La r,.t/ is Gr.2.¢ir/ High Low Temperature 1. R_ In ector's Name No. ��� Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: S r,r<<'G . JiLf r L �o4'4 A) —4s"y C.,- Ti, _eg�.rc% /`"o �� w i✓G- ,'diGE� 2 -7-2 Z MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) �S'b'lE WORKFORCE Superintendents Foremen Operators Carpenters Laborers Iron Workers -Ay" J Equipmenti Booms Trainees Apprentices JURDTLI WOODARD, P. E, RESIDENT ENGINEER k iA6SOCIATES, P. C Resi/ddee t Engineer (Consultant) / M -.-..-Consultant (Stamp) Engineer -in -Charge • • C] MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT `r f PIN 0950*319M ORIENT POINT FE,t f CONTRACTOR: GEO. W. ROG; !ZS CORP MAJOR CONTRACT OPERATIONS O' Sheet No. of Sheets Date 4,0,J2,z Day of Week S I M W I T I F I S i AM PM Weather ITR' I Inspector's Name Work Assignment and Identification No. �.a..o�cc lit�osQ� 0 • Maint. of Traffic & Project Signs: • REMARKS: Z? n,.i 7nn C)F STEf! p�L�'S' .�OL�N/.r� C'6,�r�,bLtrdD /�T i•3cU fiAJI) A), ¢- S'Er �-�mN/ems /7. t ��0�-v r tAyoE�2 Ta ,0f/o7-65 o� %/,"zr CO�JfrJlfy6D High I Low Temperature Z F_? y ITR' I Inspector's Name Work Assignment and Identification No. �.a..o�cc lit�osQ� 0 • Maint. of Traffic & Project Signs: • REMARKS: Z? n,.i 7nn C)F STEf! p�L�'S' .�OL�N/.r� C'6,�r�,bLtrdD /�T i•3cU fiAJI) A), ¢- S'Er �-�mN/ems /7. t ��0�-v r tAyoE�2 Ta ,0f/o7-65 o� %/,"zr CO�JfrJlfy6D MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) 1 Superintendents Foremen Operators Iron Workers Contractor's uioment in Use Trainees A pprent • • 4 • IMNUALL WUU F. E. RESIDENT ENGINEER �AR[2 ASSOCIATES, P. C. w-. Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge is MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY 04 Page No. JOB STAMP DOLPHIN CONT ACT PIN 0950. 31 • 301 ORIENT POINT FER M CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date 14,00,4e,4 3, 9 ds Day of Week [SLm I T* IT I F I.R_ Inspector's Name Work Assignment and Identification No. IsMaint. of Traffic & Project Signs: REMARKS: _gd-7leeri.cie'ri A Z 0 -re ✓o dal GyPi ✓1.��, AF. /7"!c /k ew 01(.- 4e),ge,Gq �iCoO SJ �So v ni0 fL',!'R y .t$A . � �`'fiAT L7 a G,ON..✓ /(/o , 02 �tJ?.S AxA cc 6AT/,},rLE 09rro4 0'e .LES Y. o/rfif�. To .r�NLOv�.0 ,l� M66T ✓� Lr,vrtAIr✓2 Alo,Gk.4-Zr o,v 4,0 11,4o, /lio � ��OL.L�. �<Lf$• X00 ; `J`T�; V-17, • 1/- 9 AM PM Weather AV "T- -V r O C/.Dy c 4-O I.R_ Inspector's Name Work Assignment and Identification No. IsMaint. of Traffic & Project Signs: REMARKS: _gd-7leeri.cie'ri A Z 0 -re ✓o dal GyPi ✓1.��, AF. /7"!c /k ew 01(.- 4e),ge,Gq �iCoO SJ �So v ni0 fL',!'R y .t$A . � �`'fiAT L7 a G,ON..✓ /(/o , 02 �tJ?.S AxA cc 6AT/,},rLE 09rro4 0'e .LES Y. o/rfif�. To .r�NLOv�.0 ,l� M66T ✓� Lr,vrtAIr✓2 Alo,Gk.4-Zr o,v 4,0 11,4o, /lio � ��OL.L�. �<Lf$• X00 ; `J`T�; V-17, • 1/- 9 HighI LOW Temperature ye 3t) I.R_ Inspector's Name Work Assignment and Identification No. IsMaint. of Traffic & Project Signs: REMARKS: _gd-7leeri.cie'ri A Z 0 -re ✓o dal GyPi ✓1.��, AF. /7"!c /k ew 01(.- 4e),ge,Gq �iCoO SJ �So v ni0 fL',!'R y .t$A . � �`'fiAT L7 a G,ON..✓ /(/o , 02 �tJ?.S AxA cc 6AT/,},rLE 09rro4 0'e .LES Y. o/rfif�. To .r�NLOv�.0 ,l� M66T ✓� Lr,vrtAIr✓2 Alo,Gk.4-Zr o,v 4,0 11,4o, /lio � ��OL.L�. �<Lf$• X00 ; `J`T�; V-17, • 1/- 9 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) �.CD �.✓ la iPyut �3AeG� WORKFORCE Superintendents Foremen / Operators Carpenters Laborers Iron Workers .a0� vi�OF_,L°S Equipment in Use Trainees ces 40 • • ANIDALL WOODARD, P. E. ' ASSOCIATES, P. C. RESIDENT ENGINEER t; Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge Trainees ces 40 • • ANIDALL WOODARD, P. E. ' ASSOCIATES, P. C. RESIDENT ENGINEER t; Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge lb MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY nom` Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950. 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date 405�0.0_1L lir /-9 &-r— Day of Week [ l M I T I W 1><j F I S 1.R_ Inspector's Name Work Assignment and Identification No. • Maint. of Traffic & Project Signs: REMARKS: 15'**_",E,. vre.'J** ,f,_ AM I PM Weather Z� w --'S /97 1.R_ Inspector's Name Work Assignment and Identification No. • Maint. of Traffic & Project Signs: REMARKS: 15'**_",E,. vre.'J** ,f,_ High Low Temperature 444 32 1.R_ Inspector's Name Work Assignment and Identification No. • Maint. of Traffic & Project Signs: REMARKS: 15'**_",E,. vre.'J** ,f,_ S9ia fie AVO,,, -,o C"ew r T 0z4A exS o oe //,IS ;�Voe o eweol rJ-"r T /J .0"J0.4 Tia%� %��YrAAh7drf� /97 �'y'cIT Tc.s � =` .d ✓. �. D �/2 �`J'Jd i2 � ,/'�/� IA.- AeCVie ,O DEZ_ AuL�Pv of 4ef& 4VIZ'A� t -F -A7' xi+ -r ./21444 0,d NeT COA/%. ,, To .;4zcC,7 6,e L�v TTS iV U T IV ~ a 7—<& a-A/OA 2 � n G To cti L o .0 is- s- /8 /,q T ALES i�f ✓fcT+ED LrIEE�t' ?/Q� c �� p of Si- A) MURK 2b 01/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is I Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) �ipBlaG Superintendents Foremen Iron Workers G S Equipment in Use Mason Trainees A pprent so • p I� RESIDENT ENGINEER .-'ASSOCIATES, P. C Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP • DOLPHIN CONTRACT PIN 0950 • 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Q203 Sheet No, of Sheets Date &R,L ig 6S Day of Week S M I T I W T I` I S i I.R.. Inspector's Name Work Assignment and Identification No. �ANO/Itt �IOO ASD Maint. of Traffic & Project Signs: REMARKS: .VGu o.[ Ga r4,e_r Epr aL,eo l' o.,,o 4o rto.0 7. �E�ic�,� Suffic.G �uT f:ii 4 -'. �i�.gr» .n e.e wi-""- e;, -, JS .ew1 f 6yli u >G -,s c r T'y 00.0 Uie/A-C G G I-Hh 0,4411"ZT /.S 1"044 17iffiCsiG7 A7— 7'/i/t LpGrrT/O.rJ /NO�f'.7?.� L/4R�rf2 ore. /010,Qs- Ce,�v.VL c7�C'od� 7-4¢g_, /"'_LC --,,o STn�?dEA, G(l6,ae �4-r .2 a o Kea eo fe ,00r� 0 AM PM Weather .2 eCEAe w. C 4-1,A,e I.R.. Inspector's Name Work Assignment and Identification No. �ANO/Itt �IOO ASD Maint. of Traffic & Project Signs: REMARKS: .VGu o.[ Ga r4,e_r Epr aL,eo l' o.,,o 4o rto.0 7. �E�ic�,� Suffic.G �uT f:ii 4 -'. �i�.gr» .n e.e wi-""- e;, -, JS .ew1 f 6yli u >G -,s c r T'y 00.0 Uie/A-C G G I-Hh 0,4411"ZT /.S 1"044 17iffiCsiG7 A7— 7'/i/t LpGrrT/O.rJ /NO�f'.7?.� L/4R�rf2 ore. /010,Qs- Ce,�v.VL c7�C'od� 7-4¢g_, /"'_LC --,,o STn�?dEA, G(l6,ae �4-r .2 a o Kea eo fe ,00r� 0 High Low Temperature Gz o lyz I.R.. Inspector's Name Work Assignment and Identification No. �ANO/Itt �IOO ASD Maint. of Traffic & Project Signs: REMARKS: .VGu o.[ Ga r4,e_r Epr aL,eo l' o.,,o 4o rto.0 7. �E�ic�,� Suffic.G �uT f:ii 4 -'. �i�.gr» .n e.e wi-""- e;, -, JS .ew1 f 6yli u >G -,s c r T'y 00.0 Uie/A-C G G I-Hh 0,4411"ZT /.S 1"044 17iffiCsiG7 A7— 7'/i/t LpGrrT/O.rJ /NO�f'.7?.� L/4R�rf2 ore. /010,Qs- Ce,�v.VL c7�C'od� 7-4¢g_, /"'_LC --,,o STn�?dEA, G(l6,ae �4-r .2 a o Kea eo fe ,00r� 0 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader Gradall Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) �Les.17/N � ANt WORKFORCE Su rintendents r Foremen Operators 3 Carpenters Laborers Iron Workers Q�•�WeJ 3 Contractor's -A —Equipment in Use—mowass Trainees ces KWOM ARD, P. E. RESIDENT ENGINEER WAR6 ASSOCIATES, P. C. Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • • • Trainees ces KWOM ARD, P. E. RESIDENT ENGINEER WAR6 ASSOCIATES, P. C. Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • • • 0 0 MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Q�� Page No. -A- JOB STAMP Sheet No. of Sheets DOLPHIN CONT `;ACT PIN 0950 • 31 • 3A ORIENT POINT FUZY CONTRACTOR: GIA. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Date 014e,z s' Day of Week S_ Y T W I T I F I S i I,R_ Inspector's Name Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: _0106vE �- /Q1• H -2o.1. t�-? 1 // - 2Z AM PM Weather 1,fl- 1I 424e-144 sauw sN.wEia I,R_ Inspector's Name Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: _0106vE �- /Q1• H -2o.1. t�-? 1 // - 2Z High Low mperature F I,R_ Inspector's Name Work Assignment and Identification Maint. of Traffic & Project Signs: REMARKS: _0106vE �- /Q1• H -2o.1. t�-? 1 // - 2Z MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) (pneumatic) Truck (dump) WORKFORCE Superintendents y Foremen i Operators 3 Carpenters Laborers Iron Workers Equipment in Use RANDALL WOODARD, P, E RESIDENT ENGINEER WARD ASSOCIATES, P. Ca Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • 0 • RANDALL WOODARD, P, E RESIDENT ENGINEER WARD ASSOCIATES, P. Ca Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge • 0 • • MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY o 11 Page No. JOEL STAMP Sheet No of Sheets DOLPHIN CONTRACT PIN 0950 • 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROOERS CORP. MAJOR CONTRACT OPERATIONS Date 9 mss" Day of WeekS M W T F S� High Low Temperature �� �Q 1.R' Inspector's Name Work Assignment and Identification No. . Maint. of Traffic & Project Signs: 10 REMARKS: _Z62166K .2 CkVk— liLE.S' !J�-3O • �—.3/ AM PM FWeather High Low Temperature �� �Q 1.R' Inspector's Name Work Assignment and Identification No. . Maint. of Traffic & Project Signs: 10 REMARKS: _Z62166K .2 CkVk— liLE.S' !J�-3O • �—.3/ MURK 2b 01/78) REVERSE Subcontractor A is Subcontractor C is Subcontractor B is Subcontractor D is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) Superintendents Foremen Operators Laborers Iron Workers Contractor's uipment in Use Trainees Apprentices JtANDALL WOODARD, P. E. /ARD gSSOCIATES, P. C_ RESIDENT ENG NFFR Reside En�gine�er (Consultan Consultant (Stamp) Engineer -in -Charge MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY O�C Page No. 1- V JOB STAMP Sheet No. of Sheets DOLPHIN CONTRACT Date PIN 0950 • 31 9 301 Day of Week IS I M I T 11<1 T IF I S ORIENT POINT FERRY AM PM CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS INoI Inspector's Name , Work Assignment and Identification N o. CMaint. of Traffic & Project Signs: i High Low Weather G+L4,e ce, INoI Inspector's Name , Work Assignment and Identification N o. CMaint. of Traffic & Project Signs: i High Low Temperature 40 s • til& INoI Inspector's Name , Work Assignment and Identification N o. CMaint. of Traffic & Project Signs: i MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) (pneumatic) Truck (dump) WORK FORCE • •nts IF • • 1-1 ron Workers _■■■■■ ,$ANDALL WOODARD, P. E. M91M KiSSOCIATES, P. C "'A RESIDENT ENGNEfR Resingineer (Consultant) Consultant (Stamp) Engineer -in -Charge MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Ute' Page No. JOBSTAMP Sheet No. of Sheets DOLPHIN CONTRACT Date 06tj�J�PiI //, /oep.3" PIN 0950 • 31 • 301 Day of Week S I M I T JW JXF I S ORIENT POINT FERRY AM PM CONTRACTOR: +GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS ITR_ No. . Inspector's Name Work Assignment and Identification coMaint. of Traffic & Project Signs: REMARKS: - W High Low Weather �� ' Aaw-, ITR_ No. . Inspector's Name Work Assignment and Identification coMaint. of Traffic & Project Signs: REMARKS: - W High Low Temperature ,�3' ..Ss • ITR_ No. . Inspector's Name Work Assignment and Identification coMaint. of Traffic & Project Signs: REMARKS: - W MURK 2b (11/78) REVERSE - Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) G,f - RK FORCE dents Foremen Operators `Carpenters Laborers Iron Workers JtANDALL WOODARD, P. E. $SRM WS-SOCIATES, P. C. $ESIDENT ENGiNFFR Reside ngineer (Consultant) Consultant (Stamp) Engineer -in -Charge MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY �" Page No. 1 JOB STAMP Sheet No. of Sheets DOLPHIN CONTRACT Date ,O.eiG Deg PIN 0950 & 31 • 301 Day of week s IM I T w IT kl S ORIENT POINT FERRY AM PM CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS INoI Inspector's Name I Work Assignment and Identification No. CMaint. of Traffic & Project Signs: REMARKS: %. /, / /*-11 �• / p i High Low Weather ceepwL C *2fid INoI Inspector's Name I Work Assignment and Identification No. CMaint. of Traffic & Project Signs: REMARKS: %. /, / /*-11 �• / p i High Low LLmperature �� • 36 INoI Inspector's Name I Work Assignment and Identification No. CMaint. of Traffic & Project Signs: REMARKS: %. /, / /*-11 �• / p i MURK 2b (11/78) RFVFRSF Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader Gradall Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) L K FORCE Foremen Carpenters Laborers Iron Workers J"DALL WOODARD, P. E. "NhESIDENT MGMFI? Reside ineer )Consult eG..• Subcontractor C is Subcontractor D is Contractor's Not Sub ub Sub Sub Equipment in Use Prime Used A B C I D 5NWIM KSSOCIATES, P. C, Consultant (Stamp) Engineer -in -Charge i MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY O020Page No. 2 JOB STAMP Sheet No. of Sheets DOLPHIN CONTRACT Date5.1 PIN 0950 • 31 • 301 Day of Week S T I W IT IF I S ORIENT POINT FERRY AM PM CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS I.R_ Inspector's Name Work Assignment and Identification No. ., to (0 Maint. of Traffic & Project Signs: REMARKS: L/!y ©u"T !'DQE �'�A� �o li0if�i,cJ 1066 o ems—IL — 1 14 1! 0 C? S) .S W l2:euik •.. e C •'S- Fflop fS s F 4' Z i s cue it �8. v► LAW n W -r ZDw 0% -ro Fk 4.4- t-4 0 L 0 4 5 o r f mf T /T.S- High Low Weather I.R_ Inspector's Name Work Assignment and Identification No. ., to (0 Maint. of Traffic & Project Signs: REMARKS: L/!y ©u"T !'DQE �'�A� �o li0if�i,cJ 1066 o ems—IL — 1 14 1! 0 C? S) .S W l2:euik •.. e C •'S- Fflop fS s F 4' Z i s cue it �8. v► LAW n W -r ZDw 0% -ro Fk 4.4- t-4 0 L 0 4 5 o r f mf T /T.S- High Low Temperature I.R_ Inspector's Name Work Assignment and Identification No. ., to (0 Maint. of Traffic & Project Signs: REMARKS: L/!y ©u"T !'DQE �'�A� �o li0if�i,cJ 1066 o ems—IL — 1 14 1! 0 C? S) .S W l2:euik •.. e C •'S- Fflop fS s F 4' Z i s cue it �8. v► LAW n W -r ZDw 0% -ro Fk 4.4- t-4 0 L 0 4 5 o r f mf T /T.S- MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) WORKFORCE Superintendents Foremen / Operators Carpenters Laborers Iron Workers Subcontractor C is Subcontractor D is Contractor's Not Sub Sub Sub Sub uipment in Use Prime Used A B C D 9M- DALL WOODARD, P. E. \ WIDENT ENGINEf? Resid�ngi�� onsultat)"�"�/ $SRR K SOCIATES, P. C Consultant (Stamp) Engineer -in -Charge MURK 2b Ill 1/78) ENGINEER'S DAILY PROJECT DIARY O Page No. aw JOB STAMP Sheet No. of Sheets DOLPHIN CONTRACT Date =I PIN 0951) • 31 • 301 Day of Week LS I M klW T IF I S� ORIENT POINT FERRY AM PM CONTRACTOR: GE.O. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS % - I Inspector's Name � Work Assignment and Identification I, Maint. of Traffic & Project Signs: REMARKS: �a�/.E �.nv.,�.,yG ,�JiL�s a � .l7Qu&,..� S-2 High Low Weather 0�► C4d % - I Inspector's Name � Work Assignment and Identification I, Maint. of Traffic & Project Signs: REMARKS: �a�/.E �.nv.,�.,yG ,�JiL�s a � .l7Qu&,..� S-2 High Low Temperature % - I Inspector's Name � Work Assignment and Identification I, Maint. of Traffic & Project Signs: REMARKS: �a�/.E �.nv.,�.,yG ,�JiL�s a � .l7Qu&,..� S-2 MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) f G.vTiv sfr t!' irrf 1 WORK F Superintendents Foremen Operators Carpenters Laborers Iron Workers 1 Subcontractor C is Subcontractor D is Bair1 Equipment in Use XM- DALL WOODARD, P. E. WR4 KSSOCIATES, P. C "NMIDENT ENG;NFF-? Re$ (CCnsultant Consultant (Stamp) Engineer -in -Charge MURK 2b 111/78) ENGINEER'S DAILY PROJECT DIARY ] Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 & 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date 69!9-L / 7 Day of Week S I M T k T F S ^R' I Inspector's Name I Work Assignment and Identification Omaint. of Traffic & Project Signs: REMARKS: /�o L7ety L!>.Qi9�4OE,� 1_-) /�.s,E ,"res r o .G' ,�. sla Pie,OXX II,.,0 l'"i 4, Lt/r�i(/TJ" ��/s r" r3 �/ ,�7,�A•c,/,!� ToG'r�!'T d l` l" .I.1�PP� .S- L'.% AM PM Weather ` -'- 3S--` ^R' I Inspector's Name I Work Assignment and Identification Omaint. of Traffic & Project Signs: REMARKS: /�o L7ety L!>.Qi9�4OE,� 1_-) /�.s,E ,"res r o .G' ,�. sla Pie,OXX II,.,0 l'"i 4, Lt/r�i(/TJ" ��/s r" r3 �/ ,�7,�A•c,/,!� ToG'r�!'T d l` l" .I.1�PP� .S- L'.% High Low Temperature S--4— ' 3S--` ^R' I Inspector's Name I Work Assignment and Identification Omaint. of Traffic & Project Signs: REMARKS: /�o L7ety L!>.Qi9�4OE,� 1_-) /�.s,E ,"res r o .G' ,�. sla Pie,OXX II,.,0 l'"i 4, Lt/r�i(/TJ" ��/s r" r3 �/ ,�7,�A•c,/,!� ToG'r�!'T d l` l" .I.1�PP� .S- L'.% MURK 2b (11/78) RFVFRSF . Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) (pneumatic) Truck (dump) �o/17iir� it WORKFORCE Not Superintendents Sub Foremen / Operators 3 Carpenters B Laborers D Iron Workers Subcontractor C is Subcontractor D is Contractor's Not Sub Sub Sub I Su Equipment in Use Prime Used A B C D A—MDALL WOODARD, P. E. $DRQ M=ATES, P. C. *NRESIDENT ENGiNFF? Resident Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge MURK 2b (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. _ _InR .qTAMP DOLPHIN CONTRACT PIN 0950 • 31 . 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date Day of Week S I M I T WF S AM I PM Weatherlip 2e �a/c-- High Low Temperature I.R-. I Inspector's Name Work Assignment and Identification No. �ntos � � /'f ooAll ,RMaint. of Traffic & Project Signs: REMARKS: 4 ,4 s T .D.�r y ©� L�1o,�.t • MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) o�rT,u & iP .ri WORKFORCE Superintendents Foremen Laborers Iron Workers ,gLANDALL WOODARD, P. E- M90 %ASSOCIATES, P. C IRESIDENT ENGiNFF4 Resident Engineer Consul ntG�y7) Consultant (Stamp) Engineer -in -Charge MURK zb (11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 • 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGER5 CORP. MAJOR CONTRACT OPERATIONS Sheet No. of Sheets Date 1 "ll, Day of Week IS ) M I T I W) T O� I s AM PM Weather iz CZDy I.R_ Inspector's Name Work Assignment and Identification No. +G ANp�y�C i •Maint. of Traffic & Project Signs: REMARKS: 4/A/—/ 10,4,0.0,00 T.P_,gS*// , / (::Z0-.o.yE.p s� 7:42,eA-" Aglwu 9::::: e.v T.iWyr-i-12- 1WAft2d Ale,44,1 „ZSefif Y'v .�.s,s�+ a fi,�is G L o a "< 7-4ey-s.y L ,gg 'nv i. High Low Temperature I.R_ Inspector's Name Work Assignment and Identification No. +G ANp�y�C i •Maint. of Traffic & Project Signs: REMARKS: 4/A/—/ 10,4,0.0,00 T.P_,gS*// , / (::Z0-.o.yE.p s� 7:42,eA-" Aglwu 9::::: e.v T.iWyr-i-12- 1WAft2d Ale,44,1 „ZSefif Y'v .�.s,s�+ a fi,�is G L o a "< 7-4ey-s.y L ,gg 'nv i. MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader G radal I Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) r u 4 - WORK FORCE - WORKFORCE Superintendents Foremen Operators" 3 Carpenters Laborers Iron Workers Subcontractor C is Subcontractor D is Contractor's Equipment in Use Not Prime Used Sub A Sub B Sub C Sub D JANDALL WOODARD, P. E. WO WSSOCIATES, P. C: N RESIDENT FNGMF.-� Resid t Engineer (Consultant) Consultant (Stamp) Engineer -in -Charge MURK 2b;11/78) ENGINEER'S DAILY PROJECT DIARY Page No. JOB STAMP DOLPHIN CONTRACT PIN 0950 * 31 • 301 ORIENT POINT FERRY CONTRACTOR: GEO. W. ROOERS CORP. MAJOR CONTRACT OPERATIONS i� 0�5 Sheet No. of Sheets Date Day of Week S M T T F S AM I PM Weather -T High Low Temperature KR_' ( Inspector's Name Work Assignment and Identification •Maint. of Traffic & Project Signs: A6W,00e •. MURK 2b (11/78) REVERSE Subcontractor A is Subcontractor B is Contractor's Not Sub Sub Sub Sub Equipment in Use Prime Used A B C D Bulldozer Scraper Front End Loader Grader Gradall Backhoe Crane (truck) Roller vibrator " (2 -axle tandem) " (shee sfoot) " (pneumatic) Truck (dump) WORKFORCE Superintendents Foremen Operators Carpenters Laborers Iron Workers ,$ANDALL WOODARD, P. E. 'N I?ESIDENT ENGiNFF4 Residen Engineer (Consultant) Trainees Apprentices WROD WSSOCIATES, P. C. Consultant (Stamp) Engineer -in -Charge CoR l/i1C,4AOA(S' ih I IiIYIIViiYil�iul ��iiudhVi�u�lr�ll+�l� � irrr�rrrriu4irrr�rnrrirY�w�-M�wrliwurnp �I� i April 1, 1985 George W. Rogers 33 Rector Street New York, New York 10006 Attention: Mr. J. Lennon Ref: Your P.O. #4113 Cross Island Ferry @ Orient Point Gentlemen: We hereby certify that the material supplied to your yard for the above referenced project, conforms to material and galvanizing specifications as follows: r < Material Galvanizing 28 - 1 x 48" galv. machine bolts ASTM A307 '� ASTM A153 ✓ 65 - 1 x 32" ditto ASTM A307 '� ASTM A153 70 - 1 x 28" galv. lag screws ASTM A307 '� ASTM A153 1 - Keg 1" gals. DD washers ASTM A36 ✓ ASTM A123 ✓ �/ Very truly yours, J.C. MacElroy Co., Inc. William J. Morrissey, , WJM:mab SWORN AND SUBSCRIBED BEFORE ME THIS 1 DAY OF APRIL, 1985 r GEORGE P51V GEORGE 70GBI y Nrt;irY Puu[ic, S=,ate of New York in Quoens County C .xtPb es March 30, 198 0 J.C. Madlrty CO., INC. • 91 ETHEL ROAD WEST, PISCATAWAY N.J. 08854 (201) 572-7100 BROVNE & BRYAN LUMBER COMPANY, INC. NEW YORK, N. Y. 10017 30 East 42 Si:.-"--' �W6 do'24loymedf Aot&cte CERTIFICATION OF MATERIALS This is to certify that we have delivered to: Geo. W. Rogers Construction Corp. at Cross Sound Ferry Services, Inc. Orient Point, L.I., N.Y. (212) 986-1676 (212) 986-1677 (212) 986-1678 the following material: MIXED OAK PILES - PEELED PER A.S.T.M.-D25-64, CLASS "A" EXCEPT FOR SIZE. 14"-3' x 6"/ - 11/55' 4/56' 2/57' 1/58' Re: Town of Southold Improvements for the Cross Sound Ferry Services, Inc. Contract 1984-1 Orient Point, L.I., N.Y. BROWNE & BRYAN LUMBER C ANY, INC. Oeph Sherirl Vice -President State of New York County of New York Sworn to before me this 23rd day of March, 1985 T"OMAS J. CLUN9 Nodry tea, Slag at Now Yom IM IWM 11ataA so, I BROWNE & BRYAN LUMBER COMPAANY, INC. w r . —...,.m,.u_ ..zr"�`^ "NEW YORK, N. Y. 10017 30 East 42 St. �W U,&W �ryvted f A6t&16 CERTIFICATION OF MATERIALS This is to certify that we have delivered to: George W. Rogers Construction Corp. at Cross Sound Ferry Services, Inc. Orient Point, L.I., N.Y. the following material: (212) 986-1676 (212) 986-1677 (212) 986-1678 ✓ ✓ MIXED OVILES - PEELED PER A.S.T.M.=D25-64 CLASS "A" except for size. 14"-3' x 6" 6/63' 11/60' Re: Town of Southold Improvements for the Cross Sound Ferry Services, Inc. Contract 1984-1 Orient Point, L.I., N.Y. BROWNE & BRYAN LUMBER CO.,INC. Joseph T. Sherin, Vice -Pres. State of New York County of New York Sworn to Uefore me this 26th day of March, 1985 THOMAS J. CLUNI Notary Public, Stats of New York No. 41.0668285, Queens Coin lar )res ch .19_... BROVNE & BRYAN LUMBER COMPANY, INC. NEW YORK, N. Y. 10017 30 East 42 St. jwu tow �rymed f (/ /Glh&,6 CERTIFICATION OF MATERIALS This is to certify that we have delivered to: Geo. W. Rogers Construction Corp. at Cross Sound Ferry Services, Inc. Orient Point, L.I., N.Y. the following material: (212) 986-1676 (212) 986-1677 (212) 986-1678 MIXED O ,YILES - PEELED PER A.S.T.M.-D25-64��� CLASS "A" except for size. 14"-3' x 611 7/55' 4/56' 3/57' 2/58' 2/59' Re: Town of Southold Improvements for the Cross Sound Ferry Services, Inc. Contract 1984-1 Orient Point, L.I., N.Y. BRUINE & BRYAN LW CO., INC. 11- 7� Josep T. Sherin, Vice -Pres. State of New York County of New York Sworn to before me this 26th day of March, 1985 THOMAS J. CLONE Notary Public, State of New York No. 41.0668285, Queens Coun Term Expires March 301 19�" 0 SERVING INDUSTRY SINCE 1904 DAVID" PIPE SUPPLY CO., INC. April 1,1985 George W. Rogers Construction Corp. 33 Rector Street New York, N.Y. 10006 Re: Order 44089 Orient Point Ferry N.Y.S.D.O.T. Gentlemen; This is to certify that the 14" O.D. x .500" wall pipe supp led on e above order conforms in all respects to ASTM A252 Grade; 2 as per the mill test reports submitted. In addition, the mate!�ial was coated to the re- quired length with Coad. Tar Epoxy, Koppers 300M to a dry film 4,�e,dl, thickness of 16 Mils.&/ The: splicing of this pipe was performed by a quali- fied welder, certified by the City of New York to have a Class 1 Qualification in Arc Welding. Ve y truly �, urs, DAVIDSON PIPE SUPPLY CO. Testing & Inspection Dept. Subscribed & Sworn To Before Me This 1st Day of April, 1985. �I NOTARY PUBLIC HAROLD BERNSTEIN NOhry Public, State of New York No. 24-0270962 ilified in Kings County oss Expires March 30, 19 2ND AVENUE • IOTH-51ST STREETS • BROOKLYN, NY 11232 • TEL (212)439,6300* CABLE: •ALDAPIPE' NY • TELEX 12.6314 RL|(` STEEL (-[)R'P()RXT|(lN AND SUBSIDIARIES ~ /Tubu��� pr�du��� CrVup) �. ^ "'"'°'*'--"','"�°-^"""`*"°* Sheet No. 2 of 2 CERTIFIED METALLURGICAL DEPARTMENT piQl"SM111111. '�������� it 1.11 '�kT[� �v l9B] `' 2nd Ave. 50th, 51st, Sts;u --���r.t'��-��-r---'--'--- -_---. CUST(JNEqi. _ _[O"��''__ADDRESS .... 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I �----'--- | r---'�---------'---------'--- | . 1 � � | | | | ' | _________ ___.___ ___ ____ _- _-_ ___ -_- --'_ -'-----'_--_-'-'--'| r --' - -'- ----1------�--..' | 7 . --' --- -----'--' -------'---' ---- ''-' '------ ---r................... --'-'----'�---- —'--'-----'--'|'--'---'--'------' |���L ��C|�,:�|L[, PL."JI-T ----- ! - .............. / ---' Ask / -77cpr/r�r*�rrxc �novc p/�cncs�nc coazccr - -------'--.-'_--``'__. ,-- -- !united States Steel Corporation 01.000.0798 (REV. 7-78) TUBULAR PRODUCTS METALLURGICAL TEST REPORT sn.+ 1 , JOB, CONTRACT NO. P.O. DATE PURCHASE ORDER NO. THIS IS TO CERTIFY THAT T H E f�2 02/15/84 PRODUCT DESCRIBED HEPEIN WAS E LORAIH—CUYAHOGA E SHIPPERS NO. MILL ORDER NO. INVOICE NO. MFGD. SAMPLED TESTED AND/ N LC259 5 qR INSPD. IN ACCORDANCE WITH O LE IDENTITY HE SPECIFICATION AND FUL— R FILLS REQUIREMENTS IN SUCH DAVIDSON PIPE SUPPLY CO INC DAVIDSON PIPE SUPPLY CO INC A3 RESPECTS. 02ND AVE 50TH 9 51ST STREETS 2ND AVE 50TH 9 51ST STREETS I DBR00KLYN NY 11232 BROOKLYN NY 11232 PREPARED BY THE OFFICE OF: T T E.L. BARTOLOTTA CH_MET, O O DATE 04/03/84 `EC. R JSP. ITEM NO. MATERIAL DESCRIPTION MATL HEAT/ HYDRO YIELD STR. TENSILE STR. ELONG. % GAGE WIDTH FLAT BEND SIZE WALL SPECIFICATION & GRADE LOT NO. PSI PST PS IN 2" IN 1 14 OD .500 ASTM A?_52 GR 2 SMLS N85716 40400 66000 42.0 1 1/2 1 14 OD .500 ASTM A?52 GR 2 SMLS NR5718 37290 67300 40.0 1 1/2 1 14 OD .500 ASTM A252 GR 2 SMLS N85731 40200 65200 41.0 1 1/2 1 14 OD .500 ASTM A252 GR 2 SMLS N857:34 41,800 77300 33.0 1 1/2 IEM NO. HEAT NO. TYPE C MN P S SI CU NI CR MO SN AL N V B TI CB CO 1 N85716 PROt 006 N19571R PROD 911 NP57";1 PROP 007 1 N85774 PRnn 408 ENP OF DATA THIS S}FET *** ' DECIW POSITIONS FOR ELEMENTS ARE INDICATED BY THE LEFT MARGIN. VERTICAL DOTTED LINE OR DECIMAL POINT. 6 • April 4, 1985 George W. Rogers 33 Rector Street New York, New York 10006 Attention: Mr. Henry Dietrich Ref: Your P.O. #44093 Orient - Cross Sound Ferries Gentlemen: We hereby certify that the material supplied to your yard for the above referenced project conforms to material and galvanizing specifications as follows: 1,700 LFT. 1" Galv. wire rope fiber core 6 x 19 900 3/8 x 4 1/2" galv. wire rope staples 115 3/16 timber pile shoes for 6 - 9" tips 20 1/2" x 13 1/2" OD plates WJM:mab SWORN AND SUBSCRIBED BEFORE ME THIS 4 DAY OF APRIL, 1985 , �2' el , , ?, _7Z, , FORGE ZO I Material Galvanizin ASTM A36 `� ASTM A123 ' ASTM A36 — ASTM A123 ASTM A36 '� Self colored ASTM A36 Self colored Very truly yours, -;F, /' J.C. MacElroy Co., Inc. William J. Morrissey �1 Uu ns County Com iiissica Expires March 30,1980 i.c. MacElr©y CO., INC. 91 ETHEL ROAD WEST, PISCATAWAY N.J. 08854 (201) 572-7100 �, w A No. 5670 '0�r.._ i Order No. Reg. No. RECEIVED FROM C. H. Evelyn Piling Co., Inc. Pine, Hardwood and Cypress Piling Providence Forge, Virginia 23140 Phone 966-2273 ff J Or S9 Date Received: RECEIVER'S COPY OFFICE SUPPLY. INC. HOPEWELL. VA ESSSO 240494-3 BROWNE & BRYAN LUMBER CO., INC. I 415 LEXINGTON AVE., NEW YORK, N.Y. 10017, YUKON 6-1676 I �G George W. Rogers Const. a SHIP TO Rt 25 at Ferry ;orient Paint �.,. 8511 Long Island, N Y. Order No. 14448 Date: 4-4-85 Driver: George C . . �r YiT C0 2G . Producer: • Received in good order the following: 2156' 2/58 _ 0 z`0�. Received by: For consideration all claims must be made within three (3) days of receipt of material BROWNE & BRYAN LUMBER CO., INC. 415 LEXINGTON AVE., NEW YORK, N.Y. 10017 YUKON 6-1676 SHIP TO George W. Pois!ers Const. orient Point at Peery No. 8509 Rt 25 ung iazwid, New York Order No. 14448 I Date: 3-29-85 Driver: Gatlin, Producer: C. H. 3vel Pilinw Co., Inc Received in good order the following: PAL 11/5510" 1/581 Vol: 2 18 PCs. Received by: Date: For consideration all claims must be made within three (3) days of receipt of material BROWNE B RYYA, LUMBER CO., INC. ve 415 LEXINGTON AV W YORK, N.Y. 10017 Y Ko UKO 6-1676 George -W. Rogers Const. .SHIP TO ?5 at Ferry Orient Point No. 8238 - Long .Island N. Y. Order No. 14448 I Date: 4-11-85 Driver: George C. H. EVELYN PILING CO., INC, Producer:- MAM & BFXM LOR.,M, M. Received in,aood order the following: "9 2/50 55 1/56, V57 17 Ppiq Receivod by: Date: For consideration all claims must be made within three (3) days of receipt of material BROWNE & BRYAN LUMBER CO., INC. 415 LEXINGTON AVE., NEW YORK, N.Y. 10017 YUKON 6-1676 SHfP TO 04d�rg* 'W. "Rogere Const.'Co., orient Point at Ferry 69 35 Rt 25 ISM ISIAND, No Y. Order No. 14448te: - -q 3-2585. Driver: J. Gaitirw Q -- EVFLVI-� r11j11S'z UU*p Producer: BROW 46 jogym U*M Co.* i INC. Received in good order the follovWng: DT --VM 6160• 1/61, 3/62' /631 -s/649 17 keg Received by: Date: For consideration all claims must be made within three (3) days of receipt of material ` BROWNE & BRYAN LUMBER CO., INC. 415 LEXINGTON AVE., NEW YORK, N.Y. 10017 YUKON 6-1676 SHIP `s=. George V. Pogers Const.- Orient Point at Ferry No. 8507 Pt 75 , Long Island, New York Order No. L444 I Date: 3-20-85 Driver: * atlin C. H. Hvelyn Pili Co., Inc. Producer: 1 7TH 5 BCO., W. Received in good order the following: O Received by: Date: For consideration all claims must be made within three (3) days of receipt of material R i A F 0 M J.C. f CO., INC. .MacElffly 91 ETM ROAD WEST F"CATAWAV, N.J. 0"64 TEL04IONS: (201) $72-7100 Customer's Order No. ",4}A Our Order No. 13710 To George W. Rogers Bard Address Staten Island, New York �(1i! 3/8" oal v. wire rope staples 1,15K' Weided pile. shoes 1-1()097'1- 6 x 19 cialy. fiber core wire rope 20--"'.1/2 x 13 1/2" 0 platers ALL CLAIMS FOR WCOM ICT/SHORTAGE OF MATEEIAL MtW EE MADE MkWMTELY UPON RECWT OF GOOD`. Received By CUSTOMER'S R! OWT GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 TRANSMITTAL OF Sketch TO: WARD ASSOCIATES, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11770 Attention: Mr. Randall Woodard, PtE. Gentlemen: DATE:- January 14, 1985 (212) 344-8800 REt OUR P.O. NO. Cross Sound Ferry, rient Point, J O 9 N,-Wyark We are sending you herewith .....copies of each of the � under separate cover ------------------------------------------------------- following for approval: Drawing No. A79-0640, Welded Plate Pile Shoe, 6" to 9" Tips, submitted by J. C. MacElroy Co., Inc. on the captioned project. Remarks: WARb Very truly yours, GEA W. ROGERS CO RUCTIO O PORATION J' '�' erry K, etric , b> rect o •Erig iiedririg 12-83 1 M 1 1161,46 llou-M� Air";0wour ('1) -Y/6 "#- 2 Pa. lig .... ...... AS n DAT EE (F SUISt-4 6S ON.../ -/y.. DATE 0F ACTION.... P'y ..... E-1 ori v o -' nform T. -Ice vvilh the csip-n o�'!- t -j�nf� I co—z c! C", `v'- P f ""'t e Cl c. 1" .1 cc, a p r"!.V; Ii tia; n f o r ni 1 ID Vip is 511-11 '..Zi W'nts ol 6'c be 'con 's PTid n, co: J.C. MAcELROY CO., INC. 74 TRINITY PLACE NEW YORK, N.Y. 10006 ATZ,O,A'D P4,,9rx'Pjj 6- SiyoE DWG. NO. 2 -IM4b DAT, f- 7.9 SHEET- OF fi James K. Connors Actinf REGIONAL DIRECTOR March 18, 1985 �5 '- tXCELStOR � STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788 Ward Associates, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, NY 11779 Gentlemen: PIN 0950.31.301 Orient Point Ferry Terminal Suffolk County Order On Contract ,JAMES L. LAROCCA COMMISSIONER I am returning two approved copies of Change Order No. 1 for the subject contract. This change order introduced, at an agreed price, additional work for bolting the dolphin piles installed at the Orient Point Ferry Terminal. Very t ours, J(k qL410z J. A. Falotico Suffolk County Construction Supervisor Attachments MAR 19 1985 PORTS 1 Region 20 (2/85) Sponsor Contract Description Change Order No. 1 age 1 / Town of Southold Orient Point Ferry Terminal Cost Distribution Tab Improvements ' ' Contractor � George W. Rogers Construction Corp. NYSDOT Project No. 0950.31.301 Federal N/A •State 100% Local Matching Funds N/A Other N/A .cam NYS Comptroller's No. 5, c� 00 Spec. Item No. DESCRIPTION Unit Construction Bid Quantity Change in Q.aantity * Revised Bid Quantity Unit Price Bid Original Item Total Revised Item Total Change in Contract + Price Bolting Piles L.S. ---- 1 --- ------ ---- $ ------ $ 8,600.00 $8,600.001$8,600.00 I 1 1 • 1 1 � I Current Contract Time Limit 120 da. Current Contract Total $ 287 420.00 Net Change This Page ',$8,600.00 --- ----- Change in Time This Order +/_ 10 da. Net Change This Order $ 8,600.00 Net Change Carried F'wd ( Revised Contract Time Limit 130 da. Revised Contract Total $ 296 020.00 Net Change, TOTAL S8,600.00 ----- 8 600.00 ------ ------ Explanation: This contract consists of the construction of five (5) composite dolphins whose function is to guide and secure the Ferry at the Dock. The dolphins consist of piles driven in a cluster and wrapped with multi -turns of steel cables. Subsequent to the award, the designer and the sponsor have requested inter -bolting of the piles as well as cable wrapping to give additional strength. State Use Approved subject to the limit of the Gra t reement Q . TITLE 77 GT=F BATH -( S Recommended r Project E ineer Randall Woodard, P. for Ward Associates P.C. e 2/28/85 Date Sponsor's Ac anc Frank M > Approve Tit i r wn of Southold Date Spans Accept ce Ric d M Mu y, P.. Approv Title Vice President, Cross Sound Ferry Date 3 �� Contractor's Ace John Lennon Approved Title Vice President - Corp. George Rogers Const. Corp. Name Pate 3 -4 • C95 s� • '41O►RD ASSDCIATES, Imo■ C. Landscape Architects, Architects, Engineers dam:' K, March 6, 1985 Cross Sound Ferry Services, Inc. P. O. Box 33 New London, Connecticut 06320 Att: Richard MacMurray Re: Cross Sound Ferry Services, Inc. Orient Point Ferry - Dolphins Dear Mr. MacMurray: New York State Department of Transportation has given oral approval to proceed with Change Order on Contract #1. Please sign and return all five (5) copies. An is executed copy will be transmitted for your records at a later date. Thank you for your attention. Very truly yours, • Randall Woodard, P.E. RW:am Enclosures LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 586-2626 .,-,_._>.e.,...,�.,..�.�-.....�y..ar++�-,...+-!en........._..:s^rs--:,*�+.e.�.vr�r.�-...,—^�•-.=..•r�r .�.:��n-o_. - -- y ...WEST YMAIN STREET, LITTLE FALLS, N.Y. 13369 (313) 823-4384 - q .•,.... ,. .. __. sus GEO. W. ROGERS CONSTRUCTION CORPORATION g 33 RECTOR STREET �"D*�"-'r.•eer�"" NEW YORK, NEW YORK 10006-2298 t -r 2 1 2- 3 4 4- 8 8 0 0 fi aca , Coe,), PIERS, BULKHEADS 8:. FOUNDATIONS r s- 39640 March 4, 1985 • 0 WARD ASSOCIATES, P.C. Long Island MacArthur Airport 100 Arrival Ave., Ronkonkoma, N.Y. 11779 Attn: Mr. Randall Woodard, P.E. Re: CROSS SOUND FERRY SERVICES, INC. Orient Point Ferry - Dolphins Gentlemen: In accordance with your letter of February 27, 1985, we are returning herewith the five copies of Change Order #1 on referenced Contract, properly executed on,behalf of this Corporation. Vrrer ly yours, GEO. . ROG ,S CONSTRUCTION CORPORATION JJL:JVS Encl. J. .T: )Lfnnon Executive Vice President 'Al. nPP.n RTUNITY EMPLOYER February 27, 1985 George W. Rogers Construction Corporation 33 Rector Street New York, New York 10006 Att: John Lennon, V.P. Re: Cross Sound Ferry Services, Inc. Orient Point Ferry - Dolphins Dear Mr. Lennon: New York State Department of Transportation has given oral approval to proceed with Change Order on Contract #1. Please sign and return all five (5) copies. An executed copy will be transmitted for your records at a later date. Thank you for your attention. Very truly yours, Randall Woodard, P.E. "L RW:am Enclosures is LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315! 823-4384 PORTS 1 Region in (2/85) � f Sponsor Town of Southold Contract Description Orient Point Ferry Terminal Improvements Change Order No. 1 Tge 1 Cost Distribution Tab Contractor George W. Rogers Construction Corp. NYSDOT Project No. 0950.31.301 Federal N/A -StateLoc 100% Matching Funds N/A Other N/A NYS C troller's No. Spec. Item No. DESCRIPTION Unit onstruction Bid Quantity Change in quantity ± Revised Bid quantity Unit Price Bid Original Item Total Revised Item Total Change in Contract + Price Bolting Piles L. S. ---- 1 --- ------ ---- $ ------ $ 8,600.00 $8,600.0 $8,600.00 I t 1 1 1 Current Contract Time Limit 120 da. Current Contract Total $ 287 420.00 Net Change This Page "$8,600.00 Change in Time This Order +/- 10 da. Net Change This Order $ 8,600.00 Net Change Carried F'wd Revised Contract Time Limit 130 da. Revised Contract Total $ 296,020.00 J Net Change, TOTAL 1$8,600.00 ----- k8,600.00I ------ I ------ Explanation: This contract consists of the construction of five (5) composite dolphins whose function is to guide and secure the Ferry at the Dock. The dolphins consist of piles driven in a cluster and wrapped with multi -turns of steel cables. Subsequent to the award, the designer and the sponsor have requested inter -bolting of the piles as well as cable wrapping to give additional strength. State Use Approved subject to the limit of the Grant Agreement. TITLE BATH Recommended by Pro ect Engineer Sponsor's Randall Woo�ard, P.E. for Ward Associates P.C. (Title) 2/28/85 Date Acceptance Frank Murphy Approved Title Supervisor, Town of Southold Date Sponsor's Acceptance Richard MacMurray, V.P. Approved Title Vice President, Cross Sound Ferry Date►da Contractor's Acceptance John Lennon Approved Title Vice President e' George Rogers Const. Corp. ate WARD ASSOCIATES, P.C. Landscape Architects, Architects, Engineers Long Island MacArthur Airport 100 Arrival Avenue RONKONKOMA, NEW YORK 11779 (516) 588-2626 TO NYS - Dept.of Trans, Vets. Highway Hauppauge, NY WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via_ ❑ Shop drawings ❑ Prints ❑ Plans E]xCopy of letter ❑ Change order ❑ LIEVUE°3 (OF MUMADVUL DATE ./27/ JOB NO. 8413A ATTENTION John Folatico, P.E. RE: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION 12/26/85 Cost Brpakdown fc)r Additonal work submitted by Ger, W Rogers Const- Carp THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted Q( For your use ❑ Approved as noted Q As requested ❑ Returned for corrections ❑ For review and comment ❑ REMARKS ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO am SIGNED: Randall Woodard, P.E. 1,1 .,rn^Jvsures are not as noted, kindly notify us at once. i GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET t NEW YORK, NEW YORK 10006-2298 2 22 - 3 4 4- 8 8 0 0 i m'69 PIERS. BULKHEADS 8: FOUNDATIONS E1- I February 26, 1985 WARD ASSOCIATES, P.C. Long Island MacArthur Airport 100 Arrival Ave., Ronkonkoma, New York 11779 Attn: Mr. Randall Woodard, P.E. Gentlemen; Re; FERRY TERMINAL DOLPHINS ORIENT POINT PE8 27 1985 Further to our letter of February 13th, we have indicated below break- down of the price quoted to furnish and install bolts for the five clusters. Furnish d Install bolts in 3/19 & 2/37 pile clusters Material 1" machine bolts, lag screws and washers per GWR sketch 1, 2, 3 and 4. 1350# it $1.05# - $1,415.00 Labor Dockbuilder Foreman Dockbuilders Operating Engineer Fireman W/C, P/D/ P/L UI & FICA 8 hrs. @ $21.31 170.48 40 " @ 20.06 802.40 9 of @ 20.27 182.43 9 if @ 18.53 166.77 1,322.08 1,322.08 @ 25.654 1,322.08 @ 11.95 339.17 157.99 Benefits D/B 48 hrs. @ 6.10 292.80 Operating Engr. 9 it @ 6.65 59.85 Fireman 9 to @ 5.95 53.55 Labor Cost per Shift - $2,225.44 GEO.W. ROGERS CONSTRUCTION CORPORATION WARD ASSOCIATES P.C. -2- 3/19 pile clusters @ 3 hrs/cluster 9 hrs. @ $278.00 - 2/37 pile clusters @ 6 hrs/cluster 12 hrs. @ $278.00 - Overhead & Profit -20% Agreed Price - February 26, 1985 $2,502.00, 3,336.00 7,253.00 1,450.60 $8,703.60 $8,600.00 As discussed all nuts and bolts shall conform to ASTM A307, galvanized in accordance with ASTM 153. JJL:JVS Very .tr-u`}y yours, CEO. N. ROG i CORPORATION J. J. Lennon Executive Vice President WARD ASSOCIATES, P■ Co Landscape Architects, Architects, Engineers e February 25, 1985 New York State Department. of Transportation Veterans Memorial Highway Hauppauge, New York 11788 Att: John A. Falotico, P.E. Suffolk County Construction Supervisor Re: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Dear Mr. Falotico: The plans and specification for the dolphins require the driven piles to be wrapped with steel cables on both the inner core and the outer dolphin. Cross Sound Ferry Services, Inc., has requested that in addition to the cable wrapping, the individual piles be bolted together. The design consultants, DiCesare- Bentley, have reviewed this request and concur. Their letter is attached. Also, a letter with sketches showing bolting arrangements and cost from contractor, George W. Rogers, Inc., is attached. This request is submitted for your consideration. Thank you for your attention. Very truly yours, Randall Woodard, P.E. RW:am Attachments cc: Richard MacMurray, V.P. Cross Sound Ferry Services, Inc. LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (313) 823-4384 WARD ASSOCIATES, Pn Cm Landscape Architects, Architects, Engineers r . February 21, 1985 Richard MacMurray, Vice President Cross Sound Ferry Services, Inc. P.O.BOx 33 New London, Connecticut 06320 Dear Rich: Please sign and return three (3) copies of the enclosed survey sketch which authorizes George W. Rogers Corporation to locate the dolphins as per the sketch locations. Thank you for your attention. Very truly yours, Randall Woodard, P.E. RW:am Enclosure LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE RONKONKOMA, NEW YORK 11779 (516) 588-2626 -•:,� .•.�,.» w4.�.�wcrn�..+.�n+>.^+�+.-�;�€. r ,,.,,..s ,.._.... w.-- --^�^'^�.,'�m9r ��.a+� s*P..sr^r ...,-`..-<.--.,-...,ar.�•-.a•,:*w�-..-...-,..:�^ta. ,.r---a•-x - - WEST MAIN STREET LITTLE FALLS N.Y. 13365 (315) 823-4384 8�-:s..i _ ,:...a+<.w .....:'-a_.—,.__.sr..:_ ' _.,. e... ,.... ,. .. ..._.,_.:..._..�z.......-�.,.....-s..�.;.�..�-_ - ":`�....�..i .. ..,a..�,.,_..ti. _•._: .,. :,._'.-s �'....>.- r.is..,.�.�-:a.,.._-......:.,a..._, _ JL DICESAU-BENTLEY ENGINEERS, INC. LV I CIVIL ENGINEERS AND SURVEYORS • 593 POQUONNOCK ROAD GROTON, CONNECTICUT 06340 • (203) 448-0400 • February 22, 1985 Mr. Randall Woodard Ward Associates, PC 100 Arrival Avenue Ronkonkoma, NY 11779 Dear Mr. Woodard: As we have discussed, we have reviewed with the Design Engineers Besier, Gibble and Quirin, the question of whether or not the piles should be bolted as well as wrapped. The Engineers have consulted several references, including the Naval Facility Command Design Manual for Waterfront Structures and now conclude that the individual piles within the dolphin should be wrapped, chocked and bolted. We have reviewed the proposed method of bolting as submitted by George W. Rogers, Construction Corporation and find it acceptable. Please issue a change order to the Contractor for the additional work. Very truly yours, DIC RE—BENTLEY ENGINEERS, INC. Lawrence H. Bentley, PELS LHB/dIc cc: Besier, Gibble & Quirin Consulting Engineers Cross Sound Ferry Services EA 0 GEO 39616 W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 212-344- 8800 f+1• (�,�ztr��te�cr✓ f�G� PIERS. BULKHEADS 8: FOUNDATIONS WARD ASSOCIATES, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11779 February 13, 1985 Attn: Mr. Randall Woodard, P.E. Gentlemen: Re: FERRY TEP.MINAL DOLPHINS ORIENT POINT R ' FEB 5 We refer to our conversations with Mr. Woodard regarding the need for bolting the piles in the various clusters. We are forwarding herewith our sketches GWR 1, 2, 3 and 4, indicating the suggested bolting pattern. As indicated in Sketch GWR 1 the 7 piles within the first cable wrap, which form the nucleus of both the 19 and 37 pile clusters,would be bolted in the same fashion. The remaining bolting of the 37 pile cluster is shown for clarity as steps 2 and 3 on Sketches GWR 2 and 3 respectively. The bolting of the piles outside the 7 pile nucleus in the case of the 19 pile cluster is shown on GWR sketch 4. All bolts would be 1" in diameter. Washers would be New York City Dock Department, and all would be galvanized Approximately 1350 lbs. of hardware would be required to complete the three 19 pile clusters and two 37 pile clusters. We propose to furnish and install the indicated hardware for the lump sum price of ........... EIGHT THOUSAND SIX HUNDRED DOLLARS ($8,600.00). WE ARE AN EQUAL OPPORTUNITY EMPLOYER GEO.W. ROGERS CONSTRUCTION CORPORATION • WARD ASSOCIATES P.C. -2- February 13, 1985 Inasmuch as the bolts must be installed as the cluster is built, we cannot begin work at the site until we have received your acceptance of this proposal and accordingly would appreciate your reply as soon as possible. • JJL:JVS Encls. r Verytr-uly yours, GEO. W.lij. C STRUCTION CORPORATION n Lennon Executive Vice President • SHADED .PILES AF;` , •• ` TO SF-* 14" $••5TEE .. . 18 to ;2z vi / 32 I 13 12 Z7 . 31 30 TYPE 2 .O'OL.PNiN ��� (• (SASE BIO NOTES ' ' EXT PILES TO`HAVE ` �tLe'S t -- I s 10 BATTER ' � c�L�rG. 3 fir. x a�`` '2 NO INT. LAYER TON 1 ' It-13.BAATTER. r i 1sT INT. LAYER-TO No ► .. • I:30 BATTER. • '. - -ALL PILES TO BE OI PLAN V I,E.YY: ' • . TO 201 PItNETR X.1 - LTYPE• 2•• DO P L ta,l�l (,BASE BID) V4Xtk. - -- • 5HADED .PILES• AF.. , TO DE 14d QS' ST EE •.. ' 33 1 12 7 ' TYPE 2 . UOLPIHIN !� 4A. BASE BID k N OT E I .. ' —EXT. PILES TO'HAVE 4: ' • -' 1110 BATTER; t . I NO INT. LAYER TO N 1 It'15.BATTER. 1 •• IsT INr. LAYER-TO H. .. • 1130 13ATTER• ' —ALL PILES TO. QE DI P LWN Vj TO 201 PaNE7RAT.� - E 2 DOL(lf (BABE BIDS SHADED .PILES* AF;` , • •, TO 4 E * 14" s6 ST E E .. . to 3t 3o •.. G(•-11.-�'�--t-7-ti�-i-�/ •• TYPE 2. . D'OL••OWN BASE BID NOTE t . WLT(A. LIS �t,e• Z•$ Gpsi �4aL4- -- ' —EXT. PILES TO*HAVE • ' 1 10 BATT E R. • ' ' • 2 NO INT. LAYER TO H, • I113.3ATTER. . : . . 1sT INT: LAYER-TO N. R • 1830 BATTE• • -ALL PILES TO QE Di - TO 201 p MIN Er R ,P L:A N .1Ti,E VST. (BASE SID .•;_TYPE 2 DOLP 'BA _DOLPHIN +C • t • v • t SE BID) • 1. ' � ' - 5HAD = - \ / TO 51A :TYPE •PH CN_ �.. BASE .BID NOTE.-* - EXT PILE 5 TO HAVE • 1 :10 • BATTER. ".. INT. PI ATTER HAYS. ' B ALL PILES To BE -..DRIVEN' TO 20! PENETRATION. -PLAN--Vi F,0 BASE BID) '~ DOLPHIN. 'C T Y'P E _ 1 t��►.T►F�Cw-r10* S key 6w r,Z 4, Y-1 '( t2 4 *-,wer " Y7 40 we -r WARD ASSOCIATES, P. Cm Landscape Architects, Architects, Engineers 0 • TO: File - 8413A - Dolphins - Orient Point FROM: R. Woodard DATE: February 1, 1985 RE: Telephone conversation with Larry Bentley, P.E. ------------------------------------------------------------------------------------------------- 1. The contractor, Geo. Rogers, asked consideration be given to additional wrapping, or bolting inner core piles to outer piles, in order to give more strength to the completed dolphin. He said that for an additional cost of + 3%, there could be an increase in the strength by 30-40%. 2. Larry Bentley, P.E., the Designer, was advised of this. He investigated and called back saying the plan as shown should be followed. He prefers the Dolphin to be flexible and have give, and feels the life will be extended. A more rigid dolphin would break off and pull out quicker. RW:am LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 � ''"`� �a�4�tX.trsra �✓-s WARD ASSOCIATES, P. Cm Landscape Architects, Architects, Engineers' April 29, 1985 Town of Southold Town Board Main Road Southold, New York 11971 Re: Orient Point Ferry Contract 1984-1 - Job #8413A Dolphin Construction Gentlemen: This is to notify you that George W. Rogers Construction Corporation of New York, in accordance with their contract, have satisfactorily completed the above - reference project and are entitled to final payment as follows: Item No. 1 - Demolition - 100% Item No. 2 - 19 -Pile Cluster 3 each Item No. 3 - 37 -Pile Cluster 2 each Change Order No. 1 (Bolting) Percentage of Contract Completed ...... 100% TotalContract ................................... Change Order No. 1 .............................. Total.......................................... Workto Date ......................................... LessPrevious Payment .......................... $ 25,000.00 138, 000.00 124, 000.00 8,600.00 $296,020.00 $287,420.00 8,600.00 $296,020.00 $296,020.00 159,227.60 Amount Due ................................. $136,792.40 The Contractor's Requisition No. 2 and Final and Town Claim Forms are enclosed. Thank you for your attention. Very truly yours, RW:am Randall Woodard, P.E. Enclosure cc: Frank Murphy, Supervisor LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 58822626 WALK, CT- 06851 (203) A _ M/EST'MA INSTREET, LITT LEFALLS, N.Y.13365 (315) 823A3840as EASTAVENU NOR853-3833 ' G. W. R. 22 p --IOD GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET, NEW YORK, N. Y. 10005 MONTHLY ESTIMATE NO CONTRACT_ tmt point 1rom WORK DONE formmmNZ_- soutboid Tom it d, ftv uvk LOCATION OF WORK: dWrIdUt 4ft v Now Lek -- - D U A N T 1 T I E S INCREASEPREVIOUS I Total t0 Date I T E M S 60% UrA I �► L: s'- As' 44 402 lomR - . 1 Ei COMPILED BY 12-75-2M .TOTAL AMOUNT OF WORK PERFORMED TO DATE. 'DEDUCT RETAINED PERCENTAGE BALANCE DEDUCT PREVIOUS ESTIMAT. TOTAL AMOUNT DUE FOR THIS ESTIMATE CHECKED B l CONTRACT AMOUNTS TOTAL PRICE s'- As' ROVED SUP Z%Iwo w "96 #{2, W! New York N. Y .............................1.85 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. To ......... ... GEO..W. ..ROGERS...CONSTRUCTION..CORPORATION...............Claimant .............................................. Address .... 33..Rep.�Qx. Szxeex., .New.XQxk,..NgW.XgT.k..... 19R9A............ Fed. I. D. No. 13-5349600 .................. or Soc. Security No. ........................ The undersigned (Claimant) (Acting on behalf of above named Claiman (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, that the balance therein stated is actually due and owing. Dated............................................. 19.85....... .................Y.. I.....5 J. J. Lennon, El er by certify that the as therein stated, and ryatu re cutive Vice President New York State D.O.T. Project 0950.31.301 Contract 1984-1; Improvements for Cross Sound Ferry Services, Orient, New York s per Attached Breakdown - Total Approved Amount $296,020.00 Less: Previous Requests 159,227.60 mount Due This Estimate 136,792 40 The undersigned (Claimant) (Acting on behalf of above named Claiman (Cross out one) foregoing claim is true and correct and that no part thereof has been paid, that the balance therein stated is actually due and owing. Dated............................................. 19.85....... .................Y.. I.....5 J. J. Lennon, El er by certify that the as therein stated, and ryatu re cutive Vice President 46 WARD ASSDCIATES, P. C■ Landscape Architects, Architects, Engineers 777sr-.�. _... a . - 1 April 29, 1985 Town of Southold Town Board Main Road Southold, New York 11971 Re: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Dolphin Construction Payment Requisition #2 - Final Gentlemen: Enclosed are four (4) copies of Municipal Corporation Application for Payment for FIN 190-16 and 2B. These should be signed by Supervisor Murphy and forwarded to the State in triplicate. Please attach the contractor's Requisition #2 and Final also. One copy is for your records. Send to the attention of John A. Folotico, P.E., Suffolk County Construction Supervisor. Thank you for your attention. Very truly yours, / Randall Woodard, P.E. RW:om Enclosures P.S. Please fill in Employer I.D. # where indicated on forms. LONG ISLAND MACARTHUR AIRPORT. 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 --lum — - - WEST MAIN STREET. LITTLE FALLS. N.Y. 13365 (315) 823-4384 069 EAST AVENUE, NORWALK, CT 06851 (203) 853-3833 i In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: DESCRIPTION A ELIGIBLE COST INCURRED B FEDERAL SHARE FIN 190 -lb (10/71) STATE OF NEW YORK D PRIOR PROJECT COSTS Comptroller's 100% F X§91 OF CURRENT COSTS* AC 5033 DEPARTMENT OF TRANSPORTATION EQUIPMENT Number Approved State MUNICIPAL CORPORATION APPLICATION Comptroller FOR PAYMENT Certificate LAND Number PAYEE (Name and Address and Zip Code) FINANCIAL STATEMENT • COST OF WORK PERFORMED TO April 22, 1985 Town of Southold $296,020.00 (Date) Main Road 1. Total Expended $ 296,020.00 Southold, New York 11971 2. Less non -participating $ 3. Eligible Cost $ 296,020.00 Payee -Employer Identification No. Org. Cade 4. Less Federal Share $ A00 5; Pr * ct Cost a 296,020.00 s. of Project Cost $ 296,020.00 GRANT AGREEMENT State Number Max 100% State Amount 7. State Share at X%X 100% $ 296,020.00 g. Total prior requests $ 159,227.60 Federal Number Max. Federal Amount 9. Amount requested $ 136,792.40 i In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: DESCRIPTION A ELIGIBLE COST INCURRED B FEDERAL SHARE C PROJECT COST (A - B) D PRIOR PROJECT COSTS E CURRENT PROJECT COSTS (C - D) 100% F X§91 OF CURRENT COSTS* G STATE FUNDS REQUESTED ;' gf F.) EQUIPMENT LAND CONSTRUCTION $296,020.00 --- $296,020.00 $159,227.60 $136,792.40 $136,792.40 $136,792.40 ENGINEERING ADMINISTRATION TOTALS 1$296,020.00 $ s296 020.00 is 159 227.60 1$136,792.40 $136 792.40 $136,792.40 *DO NOT USE COLUMN F. WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT. CERTIFICATION OF MUNICIPAL CORPORATION I certify that according to my knowledge and belief all items and amounts shown on the face of this appliczton for payment are correct,, all work has been performed and•or a!! materials supplied; that the contractors who have performed work on this project have cc -,.plied with all of the provisions of Section 220 of the New York State Labor Law and that affidavits to that effect covering the payroll period through are on file in my office; that the foregoing is a true and correct statement of the project account W to and including last day of the period covered by this appli- cation. _ Frank Murphy Date Signature Title Supervisor NEW YORK STATE USE Deduct Ineligible Items per Schedule Attached Approved Amount DEVELOPMENT DIVISION CERTIFICATION — DEPT. OF TRANSPORTATION APPROVED AS TO FUNDS AVAILABLE AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION To the best of my knowledge and belief, this claim is correct and just, and is approved for payment Date By to By PROJECT NUMBER REQUEST PAYMENT State Number Interim Dept of Transp. Voucher Number Federal Date Semi -Final Final Comptroller's Copy FIN 190;2b (10/71) STATE OF NEW YORK A ELIGIBLE COST INCURRED Comptroller's C PROJECT COST (A - B) AC 5033 DEPARTMENT OF TRANSPORTATION E CURRENT PROJECT COSTS (C - D) 100%F IM OF CURRENT COSTS* Number EQUIPMENT Approved State MUNICIPAL CORPORATION APPLICATION FOR PAYMENT MAJOR Certificate 13 21 Comptroller 32 33 34 35 Number 42 51 PAYEE (Name and Address and Zip Code) - FINANCIAL STATEMENT Town of Southold COST OF WORK PERFORMED TO April 22, 1985 Main Rood $ 296,020.00 -- (Date) Southold, New York 11971 1. Total Expended $ 296,020.00 GINEERING 2. Less non -participating $ 3. Eligible Cost s 296,020.00 Payee -Employer Identification No. Org. Code 4. Less Federal Share $ A00 51U6gj1ct Cost s 296,020.00 6. 9" of Project Cost $ 296,020.00 GRANT AGREEMENT State Number Max. State Amount 100% 7. State Share at >% 100% s 296,020.00 g. Total prior requests S 159,227.60 Federal Number Max. Federal Amount 9. Amount requested $ 136,792.40 s -- In accordance with the provisions of the Grant Agreement, the Municipal Corporation applies for payment as follows: DESCRIPTION A ELIGIBLE COST INCURRED B FEDERAL SHARE C PROJECT COST (A - B) D PRIOR PROJECT COSTS E CURRENT PROJECT COSTS (C - D) 100%F IM OF CURRENT COSTS* G STATE FUNDS REQUESTED EQUIPMENT AMOUNT MAJOR SUB 13 21 22 31 32 33 34 35 LAND 42 51 SS 58 60--=6166 68 69 70 CONSTRUCTION $ 296,020.00 -- $296,020.00 $159,227.60 $136,792.40 $136,792.40 ;136,792.40 GINEERING 1701 I 1701 I ADMINISTRATION TOTALS IS 296,020.00 s -- s 296 020.00 s 159 227.60 $ 136 792.40 s 136 792.40 s 136 792.40 *DO NOT USE COLUMN F. WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT. CERTIFICATION OF MUNICIPAL CORPORATION I certify that according to my knowledge and belief all items and amounts shown on the face of this application for payment are correct, all work has been performed and, or all materials supplied; that the contractors who have performed work on this project have complied with all of the provisions of Section 220 of the New York State Labor Law and that affidavits to that effect covering the payroll period through are c -i file in my office; that the foregoing is a true and correct statement of the project account up to and including the last day of the period covered by this appli- cation. Frank Murphy Date Signature Title Supervisor NEW YORK STATE USE Deduct Ineligible Items per Schedule Attached $ Approved Amount S DEVELOPMENT DIVISION CERTIFICATION — DEPT. OF TRANSPORTATION To the best of my knowledge and belief, this claim is correct and just, and is approved for payment , By APPROVED AS TO FUNDS AVAILABLE AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION D ate By PROJECT NUMBER REQUEST PAYMENT State Number Interim Dept. of Transp. Voucher Number Federal Date Semi -Final Final D.o.T. ACCOUNT UMBER EXPENDED AMOUNT CHAR OBJ. ENCUMBRANCE LIQUIDATION FUNCTION PROJECT IDENT. NO. SUF- FIX CONTRACT NUMBER AMOUNT MAJOR SUB 13 21 22 31 32 33 34 35 36 41 42 51 SS 58 60--=6166 68 69 70 1701 I 1701 I 1701 I 1701 I 1701 I Department Copy ARD ASSOCIATE89 P. C. Landscape Architects, Architects, Engineers 17, April 8, 1985 Southold Town Board Town of Southold Main Road Southold, New York 11971 Re: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Dolphin Construction Payment Requisition No. 1 Gentlemen: Enclosed are four (4) copies of Municipal Corporation Application for Payment for • FIN 190-16 and 2B. These should be signed by Supervisor Murphy and forwarded to the State in triplicate. Please attach the contractor's Requisition #1 also. One copy is for your records. Send to the attention of John A. Falotico, P.E., Suffolk County Construction Supervisor. The engineering costs will be applied for on a separate requisition. If you have any questions, please do not hesitate to call. Thank you for your attention. VV truly yours, G At, �a � Randall Woodard, P.E. RW:am Enclosures • P.S. Please fill in Employer I.D. # where indicated on forms. LONG ISLAND MACARTHUR AIRPORT,, 100 ARRIVAL AVENUE, RONKONKOMA. NEW YORK 11779 1516) 588-2626 G,;'��'�`�ti.�ey�""f.�Ta.. y ,' WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (31 S) 123-43114669 EAST AVENUE. NORWTA�LK. CT. 06851 12031 853-3833 ' „#;P a FIN.,190-1b (10/71) AC 5033 Approved State Comptroller STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION MUNICIPAL CORPORATION APPLICATION FOR PAYMENT PAYEE (Name and Address and Zip Code) Town of Southold Main Road Southold, New York 11971 Payee -Employer Identification No. Org. Code A00 GRANT AGREEMENT State Number Max. State Amount 100% Federal Number Max. Federal Amount Comptrol ler's Number Certificate Number FINANCIAL STATEMENT COST OF WORK PERFORMED TO April 1, 1985 (Date) 1. Total Expended $ 167,608.00 2. Less non -participating 3. Eligible Cost 4. Less Federal Share 5. 99Prroject Cost 6. SggP/o of Project Cost 7. State Share ao%% 100% 8. Total prior requests 9. Amount requested $ $ 167,608.00 $ 167,608.00 $ 159,227.60 $ 159,227.60 $ -0- $ 159,227.60 In accordance with the provisions of the Grant Agreement, the Municipal Corporation appliesfor payment as follows: DESCRIPTION A ELIGIBLE COST INCURRED B FEDERAL SHARE C PROJECT COST (A - B) D PRIOR PROJECT COSTS E CURRENT PROJECT COSTS (C - D) 95%F )Wo OF CURRENT COSTS* G STATE FUNDS REQUESTED fflftf F.) EQUIPMENT LAND CONSTRUCTION $167,608.00 -- $167,608.00 0.00 $167,608.00 $159,227.60 $159,22 . ENGINEERING ADMINISTRATION TOTALS $ 167,608.00 $ ---- $ 67,6 8. T-_001-6 $167,608.00 $159,227.60 $159,227.60 *DO NOT USE COLUMN F. WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT. CERTIFICATION OF MUNICIPAL CORPORATION I certify that according to my knowledge and belief all items and amounts shown on the face of this application for payment are correct, all work has been performed and/or all materials supplied; that the contractors who have performed work on this project have complied wit f� all o hg provisions of Section 220 of the New York State Labor Law and that affidavits to that effect covering the payroll period through April I, 1 �7 are on file in my office; that the foregoing is a true and correct statement of the project account up to and including the last day of the period covered by this appli- cation. Date Signature Frank Murphy Title Supervisor NEW YORK STATE USE Deduct Ineligible Items per Schedule Attached $ Approved Amount $ DEVELOPMENT DIVISION CERTIFICATION - DEPT. OF TRANSPORTATION To the best of my knowledge and belief, this claim is correct and just, and is approved for payment Date Dept. of Transp. Voucher Number — By PROJECT NUMBER State Federal APPROVED AS TO FUNDS AVAILABLE AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION Date By • REQUEST Number I Interim _ Date Semi -Final PAYMENT Final Comptroller's Copy FIN 190'2b (10/71) AC 'b33 Approved State Comptroller STATE OF NEW YORK Comptroller's DEPARTMENT OF TRANSPORTATION Number MUNICIPAL CORPORATION APPLICATION FOR PAYMENT Certificate Number PAYEE (Name and Address and Zip Code) Town of Southold Main Road Southold, New York 11971 Payee -Employer Identification No. Org. Code A00 GRANT AGREEMENT State Number Max. State Amount 100% Federal Number Max. Federal Amount FINANCIAL STATEMENT COST OF WORK PERFORMED TO April 1, 1985 (Date) 1. Total Expended $ 167,608.00 2. Less non -participating 3. Eligible Cost 4. Less Federal Share 5. p3)oct Cost 6. YYF10Wo�jof Project Cost 7. State Share at YYo 100 % g. Total prior requests 9. Amount requested $ $ 167,608.00 $ 167,608.00 $ 159,227.60 $ 159,227.60 $ -0- $ 59,227.60 In accordance with the provisions of the Grant Agreement, the Municipal Corporation appliesfor payment as follows: DESCRIPTION A ELIGIBLE COST INCURRED B FEDERAL SHARE C PROJECT COST (A - B) D PRIOR PROJECT COSTS E CURRENT PROJECT COSTS (C - D) 95% F )W% OF CURRENT COSTS* G STATE FUNDS REQUESTED Mho of F.) EQUIPMENT AMOUNT MAJOR SUB 13 21 22 31 32 33 0 LAND 42 51 55 58 60 65 66 68 69 70 CONSTRUCTION $167,608.00 --- $167,608.00 0.00 $167,608.00 $159,227.60 $159 22 ENGINEERING 1701 1 1701 I ADMINISTRATION TOTALS $167,608.00 Is --- $ 167 608.00 $ 0.00 $ 167,608.00 $159,227.60 $159,227.60 *DO NOT USE COLUMN F. WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT. CERTIFICATION OF MUNICIPAL CORPORATION I certify that according to my knowledge and belief all items and amounts shown on the face of this application for payment are correct, all work has been performed and/or all materials supplied; that the contractors who have performed work on this project have complied with all pf yrovisions of Section 220 of the New York State Labor Law and that affidavits to that effect covering the payroll period through April 1, 197 are on file in my office; that the foregoing is a true and correct statement of the project account up to and including the last day of the period covered by this appli- cation. Date NEW YORK STATE USE Signature Frank Murphy Title Supervisor Deduct Ineligible Items per Schedule Attached Approved Amount DEVELOPMENT DIVISION CERTIFICATION — DEPT. OF TRANSPORTATION APPROVED AS TO FUNDS AVAILABLE AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION To the best of my knowledge and belief, this claim is correct and just, and is approved for payment . Date By Date By PROJECT NUMBER REQUEST PAYMENT State Number Interim Dept. of Transp. Voucher Number Federal Date Semi -Final Final D.a.T. ACCOUNT NUMBER EXPENDED AMOUNT CHAR OBJ. ENCUMBRANCE LIQUIDATION FUNCTION PROJECT (DENT. NO. SUF- FIX CONTRACT NUMBER AMOUNT MAJOR SUB 13 21 22 31 32 33 34 35 36 41 42 51 55 58 60 65 66 68 69 70 1701 I 1701 1 1701 I 1701 1701 Department Copy 0 "ARD ASSOCIATES, P. C.■ Landscape Architects, Architects, Engineers 1a e April 8, 1985 Town of Southold Town Board 5305 Main Road Southold, New York 11971 Re: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Dolphin Construction Payment Requisition #1 Gentlemen: This is to notify you that George W. Rogers Construction Corporation of New York, in accordance with their contract, have completed a portion of the above -captioned project, and are entitled to payment for the following work: Item No. 1 - Demolition 40% $ 10,168.00 Item No. 2 - 19 -Pile Cluster - 2 each 92,000.00 Item No. 3 - 37 -Pile Cluster - 1 each 62,000.00 Change Order No. 1 (Bolting) 40% 3,440.00 $167,608.00 Approximate Percentage of Project Completed - 56.6% Total Contract $287,420.00 Change Order No. 1 8,600.00 Total $296,020.00 Work to Date. $167,608.00 Less 5% 8,380.40 Sub -total $159,227.60 Less Previous Payment -0- Amount due this Period $159,227.60 The Contractor's Requisition #1 and Town Claim Forms are enclosed. Thank you for your attention. Ve truly yours, andall Woodard, P.E. R W:am Enclosure cc: Supervisor Frank Murphy LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE RONKONKOMA, NEW YORK 11779 (516) 588-2626 -'`.:ter . x, . ,_ .r . ,-- . :, ,...� ..- y , ... ,�;y,. , ' ,y•; :, .. a r ..: r;:.- •° ,u -.�:.i .:�-*� - �,.> a c;:.g sevr-...^,:^vr�u-?^g�.�trc+lT"�` .,..�,.,; WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (31 S) 823-4384 • 69 EAST AVENUE, NORWALK, CT. 06851 (203) 853-3833 a. W. R. AS GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET, NEW YORK, N. Y. 10006 MONTHLY ESTIMATE NO ONE F"r ,1p To April 1, 1985 CONTRACT Orient Point Ferry WORK DONE Fon TOWN OF SOUTHOLD Southold Town Hall, Southold, New York LOCATION OF WORK: Oritnt Point, New York oUANTITIE8 CONTRACT ITE M S AwouNr3 TOTAL INCREASE I PREVIOUS I Total to Date 11 PRICK 40% 2 1 40% VOTE: OMPILED BY ,a- 75 r2M CONTRACT NO. 1984-1 For Impro ements for the Cross Sound Ferry Point, Ne York, All in Accordance with Ca dated January 10, 1985, As Agr EM• UNIT 407. 1. Demolition L/S 2 2. 19 -Pile Cluster Each, 1 13. 7 Pile Clusters Each 40% Change Order No. 1 L/S TOTAL AMOUNT OF WORK PERFORMED TO DATE IDEDUCT RETAINED PERCENTAGE 5% I BALANCE DEDUCT PREVIOUS ESTIMATE PAYMENTS TOTAL AMOUNT DU OR THIS ESTIMATE I' ,CHECKED By All Services, Or ent tioned Co tr ct, ed: - 25,420 0 46,000 0 62,000 0 8,600 k 10,168 00 i 92,000 00 62,000 00 3.44000 + v i, v w v 8,380 i40 159,227'60 I 159,227 'i 0 js ...................................... x9K .., N. Y.,............ Apx�.�..�....1�..$�. TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N. Y., Dr. To......... GEO.,W,,,ROGERS,CONSTRUCTION CO.RPORAT.ION ............ .Claimant ............. Address.. 33 Rector Street, New York, New, York..... 10006...._....... Fed. I. D. No. 13-5349600 or Soc. Security No. ........................ )ril 1/85 New York State D.O.T. Project 0950.31.301 Contract 1984-1; Improvements for Cross Sound Ferry Services, Orient New York As per Attached Breakdown - Total ApprovedAmount $167,608.00 Less: 5% Retainer 8,380.40 Subtotal 159,227.60 Less Previous Payments 6 Amount Due This Estimate 159,227 60 The undersigned (Acting on behalf of above named Claima toss out one) foregoing claim is true and correct and that no part thereof has bee p i that the balance therein stated is actually due and owing. Dated Amari 1, 1., 19.x5....... hereby certify that the t as therein stated, and ................. I........ Z• :..nature.............................. ig J. J. Lennon,` Executive Vice President GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 (2 1 2) 344-8800 TRANSMITTAL OF Insurance Certificate TO: WARD ASSOCIATES, P.C. DATE:- January 22, 1985 Long Island MacArthur Airport RE= OUR P. O. NO. 100 Arrival Avenue Improvements for Cross Sound Ferry jO9 Services, Inc., Orient, New York Ronkonkoma, New York 11779 Town Of Southold, Southold, New York Attention: Mr. Randall Woodard, P.E. Gentlemen: herewith We are sending you i ❑ under separate cover "-""-"--'"'"''"'-"' """"' """"""'"1""" """ copies of each of the following for appy your records: Copy of Certificate of Insurance on captioned project. Remarks: JAN 23 Iii 12-83 1 M GEO. Very truly yours, i COMTRUCTION CORPORATION . ................. Engineering �4�K..,v 1ny .f. rf. _d,. ate 3K+11 Il�',a���.rr�,—m110 ".� r w � � 1 c ISSUE DATE (MM/DD/YY) 1AITA !1, 1122185 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 POLICIES BELOW. Corroon & Black Company of New York, Ina. COMPANIES AFFORDING COVERAGE iso STREET NEW YORK. NEW YORK 10W LETTERY National Union Fire Ins. Co. LETTER COMPANY IS Integrity Ins. Co. INSURED COMPANY LETTERC Geo. W. Rogers Const. Corp. 33 Rector Street New York, NY 10006 COMPANY p LETTER COMPANY E LETTER THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED CL:LOW 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 CONDI- TIONS OF SUCH POLICIES. ATYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MM/DD/YY) LIABILITY LIMITS IN THOUSANDS EACH OCCURRENCE AGGREGATE GENERAL LIABILITY BODILY $ $ A COMPREHENSIVE FORM GLA9 45 6 9 6 3RA 7/1/84 7/1/85 FURY PROPERTY $ $ PREMISES/OPERATIONS UNDERGROUND* DAMAGE EXPLOSION 8 COLLAPSE HAZARD X PRODUCTS/COMPLETED OPERATIONS CONTRACTUAL BCOMWNED $ 1,000 $ 10000 INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE PERSONAL INJURY PERSONAL INJURY $ 1 000 X limi000* A AUTOMOBILE LIABILITY ANY AUTO BA1454726RA 7/1/84 7/1/85 BODILY I(NJURPERrY $ERsoN) BODILY INJURY $� ALL OWNED AUTOS (PRIV. PASS.) OTHER THAN ALL OWNED AUTOS � PRN PASS., (PER ACCIDENT) HIRED AUTOSs^Y' PROPERTY $ NON -OWNED AUTOS DAMAGE c qr GARAGE LIABILITY BI a PD $ COMBINED 1,000 B EXCESS LIABILITY UMBRELLA FORM ISX115946 7/1/84 7/1/85 COMBINED $10,000 $ 10,00 OTHER THAN UMBRELLA FORM WORKERS' COMPENSATION STATUTORY. AND WC9509806RA 7/1/84 7/1/85 $ (EACH ACCIDENT) EMPLOYERS' LIABILITY (DISEASE -POLICY LIMIT) �- $ (DISEASE -EACH EMPLOYEE) OTHER �; DESCRIPTION OF OPERATIONS/IOCATIONS/VEHICLESISPECIAL ITEMS i I Town of Southold is included as an Additional Insured, and Cross Sound Ferry Services, Inc. ,wERTIFIC TE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX - Town of Southold PIRAT DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO Southold New York MAIL --DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LWBILITY j OF ANY KIND UPON THE COMPANY, ITS AGENT O REPRESENTATIVES. t; AUTHORIZED REPRESENTATIVE �4�K..,v 1ny .f. rf. _d,. ate 3K+11 Il�',a���.rr�,—m110 ".� r w � � 1 WARD ASSOCIATES, P.C. Landscape Architects, Architects, Engineers Long Island MacArthur Airport 100 Arrival Avenue RONKONKOMA, NEW YORK 11779 (516) 588-2626 TO New York State - DOT. Vets. Mem. Hwy. Hauppauge, NY 11788 LLIETTLEQ 0!F UORZKOETTURd. DATE 2/27/85 Baa 8413A ATTENTION John Falatico, P.E. RE: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 WE ARE SENDING YOU ff Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications X3 Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 1 2/25/85 Contractor's Insurance Certificate THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted Q For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 REMARKS ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO orn SIGNED: Randall Woodard, P.E. A fff i`MHMvros are net as 80004 kinO1q ~*r w at once. Corroon & Black Company of New York, Inc. Insurance brokers & Average Adjusters • 150 William Street, New York, 10038 (212) 732-4900 ❑ NEW LINE ❑ RENEWAL ❑ ENDORSEMENT ❑ RECORD PURPOSES ONLY BINDING fr.ONFIRMATION BINDER #84 PCN 226 NAP-ANDADDRESS OF INSURED - Cross Sound Ferry Services, Inc. Orient, New York TIME EFFECTIVE DATE 2 TERM EXPIRATION DATE 2 LOCATION OF RISK Bill Geo. W. Rogers Construction BUSINESS OR OCCUPATION NAME AND ADDRESS OF MORTGAGEE/LOSS PAYEE/OBLIGEE COVERAGE/TERMS AND CONDITIONS/REMARKS Issue Owners & Contractors Protective Liability Policy Limit of Liability - $1,000,000/$1,000,000 BI & PD CSL Job Location - Orient, New York Include as Named Insured: Town of Southold Cross Sound Ferry Services, Inc. New York State Department of Transportation Ward Associates P.C. Agreed Premium $1,000 COMPANY AGENT/UNDERWRITER CURRENT POLICY NO. AMOUNT Nat'l Union Tom Lanigan Or - Vince Catapan RENEWAL POLICY NO. 41 WE ARE PLEASED TO CONFIRM THAT INSURANCE AS INDICATED ABOVE HAS BEEN ARRANGED IN ACCORDANCE WITH YOUR INSTRUCTIONS. ACCOUNT J.M. Schwarz 2/15/85 x ,���� ��■ O� _ ISSUE DATE (MM/DD/YY) 2/14/85 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 POLICIES BELOW. .',)rroon & Black Company of New York, Inc. Iso WILLIAM STREET COMPANIES AFFORDING COVERAGE NEW YORK, NEW YORK 10038 COMPANY A LETTER National Union Fire Ins. Co. COMPANY B INSURED LETTER Inte rit Ins. Co. CLEOTMTER Y C+ Geo. W. Rogers Const. Corp. 33 Rector Street CCOMMERNY p New York, NY 10006 COMPANY E LETTER • THIS IS TO CERTIFY THAT 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 CONDI- TIONS OF SUCH POLICIES. CO TYPE OF INSURANCE LTF1 POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MMIDO/Y1') LIABILITY LIMITS IN THOUSANDS EACH AGGREGATE IS= OCCURRENCE BODILY $ $ GENERAL LIABILITY X COMPRINJURY FORM GLA9 45 6 9 6 3RA 7/1/84 7/l/85 X COMMIS &'OPERHENSIVE PREMISES/OPERATIONS PROPERTY $ $ A X UNDERGROUND:': DAMAGE EXPLOSION & COLLAPSE HAZARD X PRODUCTSICOMPLETED OPERATIONS X CONTRACTUAL COMBINED $1,000 $1,000 X INDEPENDENT CONTRACTORS BROAD FORM PROPERTY DAMAGE > PERSONAL INJURY PERSONAL INJURY $1,000 x Sublimit* $100, 00* AUTOMOBILE LIABILITY A x ANYAUTO BA1454726RA 7/1/84 7/1/85 nMY m ALL OWNED AUTOS (PRN. PASS.) BODILY /OTHER THAN ALL OWNED AUTOS (OTHER PRN. PASS. I NS (PEP AGENT) X HIRED AUTOS PROPERTY $WNED X NON-OWNEDAUTOS GARAGE LIABILITY $1,000 T BI & PID COMBINED B EXCESS LIABILITY x UMBRELLA FORM I SX115 9 4 6 7/ 1/ 8 4 7/ 1/ 8 5 BCOMBINED $ $ l O, O O l O, O O OTHER THAN UMBRELLA FORM A WORKERS' COMPENSATION WC 9 5 0 9 8 0 6 RA 7/1/84 7/l/85 STATUTORY $ 100 (EACH ACCIDENT) AND (DISEASE-POLICY LIMIT) EMPLOYERS' LIABILITY = $ (DISEASE -EACH EMPLOYEE) OTHER DESCRIPTION OF OPERATIONSILOCATIONSIVEHICLES/SPECIAL ITEMS Included as a Named Insured: Cross Sound Ferry Services, Inc., Town of Southold, New York State Department of Transportation, Ward Associates,P.C. . . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX- Town Southold PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO JU of MAIL DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Southold, New York LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENPrOR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE I i �'ur�rur�mm��■mm�Ma�l 1� 311L t,�vya u SPECIFICATIONS FOR IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. SITE WORK & BUILDING FOUNDATION CONTRACT 1985-1 TOWN. OF SOUTHOLD SOUTHOLD, NEW YORK July 1, 1985 Prepared by: WARD ASSOCIATES, P.C. Landscape Architects, Architects, Engineers Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11779 516-588-2626 TABLE OF CONTENTS Section Paae Numbers A Invitation to Bid A-1 only B Instructions to Bidders B-1 to B-4 C Bid Proposal C-1 to C-4 State of Non -Collusion C-5 only Resolution C- 6 only New York State Afirmative Action Certification C- 7only Offer of Surety C- 8only Bid Bond C-. 9only D Standard Form of Agreement Between Owner D-1 to D-5 and Contractor E Performance Bond E-1 to E-3 F Form of Maintenance Bond F-1 to F-2 G General Release G-1 only H Prevailing Wage Rates H-1 to H-41 I Compliance with the Labor Law and Other I-1 to I-19 Department of Labor Regulations J Non -Discrimination Clause J-1 to J-2 K General Conditions of the Contract for Construction K-1 to K-19 L Supplementary General Conditions L-1 to L-1 8 DIVISION 1 Section 0100 Special Provision Relating to the Specifications 0100-1 to 0100-3 Section 0101 Borings and Test Pits 0101-1 only Section 0102 Temporary Construction and Facilities 0102-1 to 0102-3 Section 0103 General Description of Contract 0103-1 only DIVISION 2 Section 0210 Preparation of Site - Clearing, Grubbing 0210-1 to 0210-2 and Demolition Section 0220 Excavation, Filling, Backfilling, Trenching, 0220-1 to 0220-5 Grading and Removal of Unsuitable Materials Section 0225 Sewage and Waste Water Disposal System 0225-1 to 0225-2 Section 0226 Water Service 0226-1 only Section 0230 Porous Fill 0230-1 only Section 0235 Topsoil 0235-1 only Section 0250 Concrete Sidewalks and Curbs 0250-1 to 0250-2 Section 0251 Pre -Cast Concrete Wheel Stops 0251-1 only Section 0254 Sub -base Course, Type 1 0254-1 only Section 0255 Bituminous Pavements 0255-1 only Section 0260 Wood Guide Rail 0260-1 only Section 0265 Painting Roadway, Parking Lines & Graphics 0265-1 to 0265-2 Section 0270 Vinyl Clad Chain Link Fence 0270-1 to 0270-4 Section 0280 Planting Trees, Shrubs & Ground Covers 0280-1 to 0280-11 Section 0285 Sod 0285-1 to 0285-2 DIVISION 3 Section 0310 Concrete Work 0310-1 to 0310-3 i TABLE OF CONTENTS Page Two DIVISION 5 Section 0500 Metals 0500-1 only DIVISION 16 Section 1610 Electrical Work 1610-1 to 1610-2 ii SECTION A INVITATION TO BID IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION Bid Security in the form of a certified check or Bid Bond in the amount of 5% of 1 the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED 1 1 A-1 BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK The Town Board of the Town of Southold will receive bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York", Contract No. in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Landscape Architects, Architects, Engineers, 100 Arrival Avenue, Ronkonkoma, New York 11779. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkonkoma, New York 11779, on July 15, 1985 A deposit of twenty-five ($25.00), cash or check, made payable to the Town of Southold will be required for one (1) copy of the Contract Documents. There are no refunds. L Plans, drawings and specifications may be examined at the office of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest reponsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of 1 the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED 1 1 A-1 BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK SECTION B INSTRUCTIONS TO BIDDERS 1 . DOCUMENTS: Complete sets of Bidding Documents will be issued for bidding purposes as stated in the "Invitation to Bid". A complete set of Documents consists of the following: a. A bound copy of the Specifications. b. Bound copy of the Contract Drawings. C. Addenda (if any). 2: PROPOSALS: To be considered, Proposals on the form included herein, must be in accordance with these Instructions to Bidders. All bids must be submitted on prescribed forms as bound herein, see Section C. All blank spaces for bid prices must be filled in, in both words and figures, either typed or in ink. Include all Unit Cost Price items. Proposals that contain any omission, erasures, alterations, additions, or items not called for in itemized Proposal, or tharcontain irregularities of any kind, may constitute sufficient cause for rejection of the bid. In case of any discrepancy in the price or amount bid in the Proposal, the price, as expressed in words, shall govern. All bids must be submitted in sealed envelopes addressed to: and be clearly identified with: (1) Project Name, (2) Name of Bidder and address. Proposals shall be signed with name typed below signature. The Bidder's seal, if any, shall be affixed under the Bidder's signature. Telephone or Telegraphic bids will not be accepted. 3. QUALIFICATIONS OF BIDDERS: The Owner may make such investigations as he deems necessary to determine the qualifications of the Bidder to perform the work, and the Bidder shall furnish information and data for this purpose as may be required. The Owner reserves the right to reject any bid if the evidence submitted by a Bidder, or the investigation of such Bidder, fails to satisfy the Owner, that such Bidder is properly qualified to carry out obliga- tions of the Contract and to complete the work contemplated therein within the time designated. Fraudulent statements shall cause rejection of Proposal and forfeiture of bid security. 4. CONDITIONS OF WORK: Each Bidder must inform himself fully of conditions relating to the construction and labor under which work will be performed. Failure to do so will not relieve a successful Bidder of his obligation to furnish all material and labor necessary to carry out the provisions of the Contract and to complete the work for the consideration set forth in his Bid. Bidders B-1 6. BID SECURITY: Each Bidder is required to deposit, at the time of submission of his bid, a Bid Bond or certified check in an amount representing five (5%) per cent of his bid payable to the Owner, which amount the bidder agrees is to be forfeited as liquidated damages and not as a penalty if in case his pro- posal is found to be the lowest submitted in the manner required and he shall thereafter fail to execute a Contract with the Owner under the conditions of this Proposal or to furnish the bonds required for the faithful performance of are cautioned not to submit Proposals until after having inspected the site of the proposed work and having made themselves familiar with local con- ditions. Attention of persons intending to make Proposals is specifically called to that paragraph of the Contract which debars a Contractor from pleading misunderstanding or deception because of estimates of quantities, character, location, or other conditions surrounding same. Bid shall in- clude the complete costs of furnishing all materials, labor, and equipment necessary to complete the work in accordance with the Drawings and Spec- 1 ifications and all other expenses incidental thereto. Insofar as possible, any Contractor in the carrying out of his work must employ such methods or means as will not cause any interruption of or interference with the work of any other Contractor, or of the proper functioning of the existing facil- ities of adjacent or contingent properties. 5. ADDENDA AND INTERPRETATION: Every request for information of inter- pretation of Bidding Documents or Drawings must be addressed in writing to Ward Associates, P.C., 100 Arrival Ave. Ronkonkonkoma, New York 11779 and to be given any consideration must be received at least ten (10) days prior to the. date fixed for the opening of bids. Any and all such interpretations, and any supplemental instructions, will be in the form of written Addenda and will be mailed to all prospective Bidders. The failure of any Bidder to receive any such Addenda will not relieve the Bidder of any obligation under his Bid as submitted. Any Addenda so issued shall become part of the Bidding Documents. Reception of Addenda shall be noted on the "Bid Form". 6. BID SECURITY: Each Bidder is required to deposit, at the time of submission of his bid, a Bid Bond or certified check in an amount representing five (5%) per cent of his bid payable to the Owner, which amount the bidder agrees is to be forfeited as liquidated damages and not as a penalty if in case his pro- posal is found to be the lowest submitted in the manner required and he shall thereafter fail to execute a Contract with the Owner under the conditions of I B-2 this Proposal or to furnish the bonds required for the faithful performance of this Contract. Such bid security will be returned to all except the three lowest formal Bid- ders within three days after the formal opening of bids, and the remaining bid security will be returned to the other unsuccessful bidders within forty- eight (48) hours after the Owner and the accepted Bidder have executed the Contract Documents. In the event no Contract has been so executed, then within sixty (60) calendar days after the date of the opening of bids, and upon the demand of the Bidder at any time thereafter, so long as he has not 1 been notified of the acceptance of his bid, his bid security will be returned. I B-2 The Bid Security of the successful Bidder will be retained until the filing and approval of the Construction Bonds. 7. INSURANCE REQUIRED: The successful Bidder will be required to procure and pay for the following types of insurance, in accordance with the provi- sions of the General Conditions: 1 a, Workmen's Compensation. b. Contractor's Comprehensive Liability and Property Damage. c. Contractor's Comprehensive Automobile Liability. d. Fire Insurance - Builder's Risk completed value form. 8. SECURITY FOR FAITHFUL PERFORMANCE: The Contractor shall upon execu- tion of the Contract, submit an executed Performance Bond in an amount equal to one hundred per centum (100%) of the accepted bid as security for the faith- ful performance of the terms, covenants and conditions of the Contract and a Labor and Material Bond for the full amount of the Contract price guaranteeing the full payment of all persons performing labor or furnishing material in con- nection therewith. The Bonds shall be prepared on the forms included herein under Section E - Form of Performance Bond and Labor and Material Bond, and shall have as Surety thereon such Surety Company or companies as are acceptable to the Owner and as authorized to transact business in the State of New York. A separate Maintenance Bond shall be written so as to remain in full force and effect as a maintenance bond for a period of not less than one (1) year after date of accept- ance of work. 9. FORM OF CONTRACT: Basic forms of agreement shall be the American In- stitute of Architects "Standard Form of Agreement between Owner and Con- tractor", Document A101, September 1977 edition, and the "General Condi- tions of the Contract for Construction", Document A201, April 1976 edition, and all amendments thereto. 10. AWARD: The Contractor will be awarded on the basis of low bid, including full consideration of Alternates. 11. SALES TAX EXEMPTION: Under Chapter 513 of the Laws of New York, 1974, all materials and supplies sold to a contractor and which are to become an inte- gral, component part of a structure, building or real property owned by an exempt 1 organization such as the TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY are exempt from the payment of New York State Sales or compensatory use taxes. Therefore, the Contractor should not include any amount in its bid price to cover sales taxes for the above items. 12. OWNER: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK B-3 1 1 1 1 1 1 i 1 1 1 1 1 i 1 1 1 1 1 1 13. INTEREST OF CERTAIN- FEDERAL OFFICIALS: No Member of or Delegate to the Congress of the United States, and no Resident Commissioner, shall be admitted to any share or part of this contract or to any benefit to arise from the same. 14. INTEREST OF MEMBERS, OFFICERS, OR EMPLOYEES OF THE AFORE- MENTIONED OWNER, MEMBERS OF LOCAL GOVERNING BODY, OR OTHER PUBLIC OFFICIALS: No Member, Officer, or employee of the Owner, or its designees or agents, no member of the governing body of the Owner, and no other public official of the Owner who exercises any functions or responsibilities with respect to the Community Development Program during his tenure or any- time after the termination of his tenure, shall have any interest, direct or indirect, in this contract, or the proceeds thereof. The contractor shall incorporate the foregoing requirements of this paragraph in all of its'subcontracts for program work. 15. START OF CONTRACT: The bidder is advised that the site will NOT be available for construction until after October 15, 1985, due to the ferry operations peak season. B-4 N SECTION C 1 BID PROPOSAL SITE WORK AND BUILDING FOUNDATION WORK CONTRACT 199885-1 ' NAME OF BIDDER: S. ' TO: Town Board Town of Southold Main Road ' Southold, New York 11971 ' Gentlemen: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal cis principals are named below; that this proposal is made without any connection,- directly or indirectly with any other bidder for the some work; - that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned Owner is or will be interested directly or in- directly, in the performance of the Contract, or the supplies relating to it, or in any portion of the profits thereof; that he has carefully examined the Contract Documents dated - 7/1/85 , including Bidding Requirements, Contract Forms, General and Special Conditions, Specifications, Contract Drawings, and Addenda, if any (NOTE: 1 Acknowledgement of Addenda and their Dates must be included as indicated on bottom - of page); that he has satisfied himself by personal examination of the site of the propcsed work and by such other means as he may have chosen, as to the conditions and require- ments of the work; and that he proposes and agrees that if his proposal be accepted he will contract to furnish all the materials and to perform all the work required to construct, perform, and complete the work at: ' Orient Point Ferry - Cross Sound Ferry Services, Inc.. located in: Orient Point, New York for: Site Work and BuildingFoundation - and all other work in connection therewit, in accordance with the Contract Documents and Addenda, if any, prepared by Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma, New York 11779, and complying with all the stipulations contained therein and will furnish the required Performance Bond; that he will start the work on October 15, 1985, and complete the work hereunder within 180 days; and that he will occ t, in full payment ' thereof; the following sum price To wit: $- z 2 3 ,,/ Q 0 plump �T 40A'E /7 1Ai'R F/9P CY %� / /tr_ ' written in words Bidder acknowledges receipt of Addenda as foll ws: signature j%tr./ p4e 41.- - fxa--.. (signature) signture C-1 ADD ALTERNATE BIDS The following lump sum alternate bids are requested as additions to the lump sum base bid written above. It is to be clearly understood that the lump sum Base Bid amount does not include the labor. materials. or eauiament to conmlete the alternates listed below which are ADD alternates; and in the event any of the ADD alternates is occpeted, the amount listed below will be ADDED to the Base Bid. ADD ALTERNATE NO. 1 This alternate includes the following sections: 0210 - Preparation of Site, Clearing, Grubbing, d Demolition 0220 - Excavating, Filling, Backfilling, Trenching, Grading & Removal of Unsuitable Materials • =NOTE: - All work under this section is included with the exception that fine grading is included with its respective item- ADD: temADD: ,z7eUATY S /X T-h'CU561-,v.b ,leo L L.9AS (written in words) ,•/ � ADD: S 7 G/Q �a T ADD ALTERNATE NO. 2 Sub -Base Course Type 1: Furnish and construct the subbase course under all asphalt concrete pavements as shown on plan Sheets S-1 and S-2 and specified in Seciton 0254. ADD: S!X Ter -EW (written in words) - ADD: $ % 6,1 4 O O ADD ALTERNATE NO. 3 Topsoil: Furnish and place topsoil, sod, and planting items as shown on Sheet S-3. ADD: SSC G'C A7-eS/ov 7Wezls,,9AZ) I"? 4-W (written in wor&) C-2 ADD: S // o. y�r r,. ADD ALTERNATE NO. 3 Timber Guide Rail: Furnish and instoIl tunber guide rail as shown art sheets S-1 and S-2 (approximately 170 l.f.) ADD: S ty EN fl v" Rte h (written in words D O L L A'R S ADO: 7900 ADD ALTERNATE NO. 5 Chaim link Fence: Furnish and install chain link fence as shown on sheet S-1 (approximately 550 l.f.) ADD: �" / N J-,yc v 5,4 AIZ ZWy 1111 rZ)R r --WD (written in words) I?p L 1I3 ADD: 1-13-.2200 ADD ALTERNATE NO. 6 Paint roodway, and parking lines as shown on sheets S-1 and 5-2 and specified under Section 0265. • ADD: E-/9.�T f,uti'I% 't�}I-� t -19t/7 -Y j1oLI13RS (written in words ADD: a 13 4 C-3 And he further ogrees that if this proposal shall be accepted by the Owner and that if he, shall refuse, fail or neglect to enter into a contract pursuant to such proposal and to the requirements of the Owner, and shall fail to give the required security within ten (10) days after notice of the acceptance of said proposal, shall have been deposited in the mail addressed to him at the address given in the proposal, then he shall be considered to have abandoned the contract and the sum represented by the certified check accompanying this proposal shall be forfeited to the Owner as liqui- dated damages; otherwise certified check shall be returned to the bidder within forty- five (45) days after the date of receiving bids. We, the undersigned, further agree that this praposal is a form bid and shall remain in effect fora period of forty-five (45) calendar days from the date of the opening of -bids, and that within said period of forty-five (45) days, the'Owner will accept or reject this proposal or by mutual agreement may extend this time period. The following is a list of places where we have performed work of similar' c)bracter and magnitude, together with references: Location Approximate Cost References Leo j6,,eS��, t'/6 -psi- 3i�7 The full names and places of residence of all persons and parties interested as principals in the foregoing proposal are as follows: „ /76_y signature of Bidder U.S. Treasury No.: 5V 6 - Business Address: 7,,,J Tel No: 3 Place of Residence: bo 0�I o Date: - ✓ r'.1__���_.__ C-4 RESOLUTION Resolved that .{ C. YC' -f- 5. /7-4 be (Name of Corporation authorized to sign and submit the bid or proposal of this corporation for the following project �r'ii ylfi t .�s.t/3 %Cv- i S_r S4+ s�.s� %t rr « J oc� (Describe Project) and to include in such bid or proposal the certificate as to non -collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certiricote this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and correct copy of the resolution adopted by��'�,i- V C eS_ 00,2-4, i . � corporation at a meet- ing of the Board of Directors held on the 3/ Z -- day of 19 (SEAL OF THE CORPORATION) /� '"ra Id Secretary e 4,/c0- - fee - Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. C-6 - i NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION (Bidder) certifies that: 1. it intends to use the following listed construction trodes in the work under the 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part I of these Bid Cognitions for participation in the Nassou-Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: ke w i A .r ' and/or• b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adapts the minimum minority man- power utilization goals and the specific azsirmative action steps contained in said Port 11, for all construction work (both state and non -state) in the anti n d area subject to these Bic itigns, those todes being: —, r -no, 3. it will obtain frorn each of its subcontractors and st xmit to the contracting or admin- istering agency prior to the award of any subcoatrrctor under this contract the sub- contractor certification required by these Bid Conc4ions. 01 ( nature of Autzz�rized Representative of Bidder) C-7 //A R 6 t' STE-Tc- e -R - PR CS- THE AMERICAN INSTITUTE OF ARCHITECTS AIA DocunmW Ann Bid Bond KNOW ALL MEN BY THESE PRESENTS, that We Stetler Brotbers Contracting corp. of 1208 Suffolk Avenue, Brentwood, New York 11717 as Principal, hereinafter called the Principal, and Seaboard Surety Company- of New York, New York, ' a corporation duly organized under the laws of the Sza e of new York, t rrn as Surety, hereinafter called the Surety, are held and �- bound unto Town of Southold Southold, Nes. York as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT (5%) of Amount Bid Dollzrs ($ l for the payment of which sum well and truly to be rrrade, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointh• and severally, firmly by these presents. j . WHEREAS, the Principal has submitted a bid for Improvements For The Gross Sound Ferry Services Inc. Sitework and Building Foundation, Project No. 1985-1. NOW, THEREFORE, if the Obligee shall aczept the bid or rhe Principal and the Prost shalt enter into a Contract with the Obirgee in accordance with the terms of sxxh bid, axil ore such bond or bonds as oras• be specified in the bidding or Contract Documents with good and sunrciern surety for lir faithful performance of such Contract and for the prompt pa%Tnent of Libor and material iumished in the prosecution tzrereoi, or in the event of lane iiaiterre of the Principal to enter such Contract and give such bona or bonen, if the Principal s ;,Z prr to the Obligee the not to exceed the penalty hereof between the amount specified in said bid and such Ia. zet azrount for which the Glop-,ee may in good faith contract -with another party to perform the Work m.ered b.' said bid, t:'rcr iris obligation shalt be m -L and void, otherwise to remain in full force and erect i Signed and sealed this 1st 62%. of August 1� 1985 Stetler Brothers Contracting Corp. fi<Tc -` (Seal) (11' .',3c t / ZrJr 1 SEABOARD 5;.' -RM COMPANY (Seal) �,� Susanna L. Thompson tK'tr es<) Attomey-In-V Martlu J. Lyons, Jr. AiA DOCUMENT A310 - BID BOND - ALAL S - FMUAICY VrV ED - It* AMERICAN iNYTITUTF OF ARCHITECTS, IM K -Y. AVT_ tiW_ WA5Hr%jGT01-, D. C 20006 - MM rry-9.70 1 r r ' SECTION- D THE AMERICAN INSTITUTE OF ARCHITECTS 1 - ' AIA Document A101 Standard Form of Agreement Between Owner and Contractor ' where the basis of payment is a' STIPULATED SUM 1 1977 EDITION THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS -ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION ' Ilse only with the 1976 Edition of AIA Document A201, General Conditions of the Contract for Construction_ This document has been approved and endorsed by The Associated General Contractors of America- AGREEMENT meriQAGREEMENT ' made as of the 13th day of SEPTEMBER in the year of Nineteen Hundred and . 85 ' BETWEEN the Owner: TOWN OF SOUTHOLD Main Road Southold, New York 11971 and the Contractor: Stetler Brothers 1208 Suffolk Avenue ' Brentwood, New York 11717 The Project: Improvements for Cross Sound Ferry Services, Inc. Site Work and Building Foundation Contract 1985-1 The Architect: WARD ASSOCIATES, P.C. ' 100 Arrival Avenue Ronkonkoma, New York 11779 ' The Owner and the Contractor agree as set forth below. — Copyrig'st 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1%3, 1%7, 1974, C 1977 by the American Institute of Architects, 17-35 Ne.. York Avenue, N.W., Washington, O. G 20006_ Reproduction of the material herein or substantial quotation of its pro••s,cns without permission of the AIA violates the copyright laws of the United States and will be subject to legal presec:,on- AIA DOCLImENT A741 • OWNER -CONTRACTOR AGREEMENT - ELEVENTH EDITION • JUNE 19:7 - AIAS C19%. • THE AmEZICAN INSTITUTE OF ARCHITECTS, 1733 NEW YORK AVE., N.W., WASHINGTON. D. G :0006 A101-197 1 J r ARTICLE 7 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all Modifications issued after exe- cution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated herein- An enumeration of the Contract Documents appears in Article 7- ' ARTICLE 2 THE WORK The Contractor shall perform all the Work required by the Contract Documents for (Here insert the option desoiplive of the Work as used on other Contract Ooarments-I ' Site Work and Building Foundation Work, Contract 1985-1, as per Contract Documents Dated 7/1/85, with Addendum No. 1, dated 7/23/85. 1 =- ARTICLE 3 ' TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The Work to be performed under this Contract shall be commenced October 15, 1985 _ and, subject to authorized adjustments, Substantial Completion shall be achieved not later than (Here insert anv special provisions for liquidated damages relating to failure to compiele on time-) ' 180 Calendar Days ■ AIA DOCUMENT Alin • OWNER{O%^„tAGTOR AGREEME.:IT • EtF E1%TH EDITION ' JUNE 19;7 • A1M :ii77 • THE A-MERIC'W INSTITUTE OF ARCHITECTS, 1733 NEW YORK AVE., N.W., WAS.W%GTON, D_ C 2-W% AIOI-1977 2 ' ARTICLE 4 CONTRACT SUM The Owner shalt pay the Contractor in current funds for the performance of the Wort:, subject to additions ar.: deductions by Change Order as provided in the Contract Documents, the Contract Sum of One Hundred Twenth-Three Thousand Dollars and No Cents ($123,000.00) ' The Contract Sum is determined as follows: (State here the base bid or other lump sawn amount, accepted alternates, and unit prices, as apptica leJ Base Bid ARTICLE 5 PROGRESS PAYMENTS Based upon Applications for Payment submitted to the Architect by the Contractor and Certi�icates for Payment issue- ' by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as pro— vided in the Contract Documents for the period ending the 1 st day of the month as follows: Not later than days following the end of the period covered by the Application for Payme , _ percent ( °a) of the portion of the Contract Sum properly allocable to labor, materials an, t equipment incorporated in the Work and percent ( %) of the portion of the Contract Sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Owner; and upon Substantial Completion of the entire Work, a sum sufficient to increase the total payments to percent ( °o) of the Contract Sum, less such amounts as the Architect shall determine for all incomplete Work and unsettled claims as provided in the Contract -Documents_ (11 not covered elsewhere in the Contract Documents, here insert any provision for limiting or reducing the amount remind after the Work reaches a certa z -- Stage of completion) The Contractor will receive progress payments from the Town of Southold within ten (10) days after the Town of Southold has received said payment from New York State Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate entered below, or in the absence thereof, at the legal rate prevailing at the place of the Prosect ' (Here insert any rate of interest agreed upon) _t.m 'aws and teputrements unoer the redera! Truth in tend,nr Aa, similar state and lova! co^s__er cr►c.t fa»s arc e:Ier rre' a' a^s a: -Pr Como. , a -d Co^vr actos pr,nc,�a' places o' bus-rrss •` a e lcabon o! the Frec, and elsewhere rrav a-ect :.`.e •irc.v o! this pros:c: Soec;t,c le;a.' ac. cc a =:a.ned with respect to or-r.,on mod•Lcar,on, o, other ret J. e.-enu such as written descicsuies W naives.) ' AIA DOCUMENT Attl • O%%WER-CONTRACTOR AGREEMENT • ELEVENTK EDITION • JUNE 151-7 • AIA* C'1977 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK Ay(.., N_W_, WASHINGTON, D. C. _ IMS A101-7977 3 1 1 1 1 1 1 f 1 ARTICLE 6 FINAL PAYMENT Final payment, constituting the entire unpaid balance of the Contract Sum, shall be paid by the O.vner to the Contractor when the Work has been compieted, the Contract fuiiy performed, and a final Certificate for Pa?men-, has been issued by the Architect_ ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Terms used in this Agreement which are defined in the Conditions. of the Contract shall have mle meanings designated in those Conditions. 7-2 The Contract Documents, which constitute the entire agreement between the Owner and the Cd as i !lo are Listed in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as fc.lo++s= (Ls: -low- the Are -_-Dent, the Conditions o/ the Contract (General. Supplemrti enta" and other Conditions). the [?:swings, he Speciri�:ors. and xce�:ed a t_r..a_es, snowing page or sneeE rs.=xrs in all cases and dates .sere a;�iinb/e-) 1 This Agreement entered into as of the day and year first written above. ' OWNER CO NTRACTO R ' TOWN OF SOUTHOLD STETLER BROTHERS M 1208 Suffolk Avenue 1 ou d, w 11971 B entwood, Ne York 11717 1f: AIA DOCLME%T All" OWNER-CO.NTR.ACTOR AGREEMENT - ELn'f.N"TH EDITION JUNE 19:7 - • 0A101_19i� 4 919,719'7 THE A+eE IGEN INSTITUTE OF ARCHITECTS,ARCHITECTS,1735 NEW YORK AVE_, N_W., WASWNGTON, D_ C '006 _{JOOc 1 1 1 1 1 1 1 1 1 1 1 1 1 SECTION E THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called Contractor, and, (Here insert full name and address or legal title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, in the amount of Dollars ($ ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated 19 , entered into a contract with Owner for in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 1 E —1 a 11 NOW, THERdF3L TK CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract,-.1imthis obligation shall be null and void; otherwise it shall remain in full force and effect. The SuretySrwyr waives notice of any alteration or extension of uaexsade by the Owner. Whenever lzmmetor shall be, and declared by Owner to be in defaaitrader the Contract, the Owner having performed taws obligations thereunder, the Surety may promp4h1v%edY the default, or shall promptly 1) Complete'AelDntract in accordance with its terms and condifimoar 2) Obtain a iarbids for completing the Contract in accordance %vhs &terms and conditions, and upon de- termination iSwty of the lowest responsible bidder, or, if the Os: elects, upon determination by the Owner and *-SFety jointly of the lowest responsible bidder, arrarWisra contract between such bidder and Owner, and zakavailable as Work progresses (even though theiie*dd be a default or a succession of Signed ander this (Wilness) day of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein- or the heirs, executors, adminis- trators or successors of the Owner. 19 (Principal) (Tide) (Sorely) (seal) (Wilnccs) (Title) AIA DOCUPAW,111 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA O" FEBRUARY VIGA ES -THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 2 �-2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A311 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called Principal, and, (Here insert full name and address or legal title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of (Here insert a sum equal to at least one-half of the contract price) Dollars ($ for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated 19 , entered into a contract with Owner for in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE. BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 3 E- NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all ' claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be. void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 11 1 v D 11 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last, of the materials for which said claim is made, stating with substantial Signed and sealed this (Witness) (Witness) day of accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail; postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project i5 located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. (Principal) (Title) (Surety) (Title) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA OO FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 I E_ 19 1 Y 1 1 1 SECTION F FORM OF MAIIJTENANCE BOND KNOW ALL MEN BY THESE PRESENTS: That We, (hereinafter called the Principa ) as Principol and the , a Corporation with an office and place of business for the State of New York at , New Yorl;, (hereinafter called the Surety) as Surety, are held and firmly bound unto the ( ereinafter ca ed t e O ligee) as O igee int a sum of (S )DOLLARS, lawfu money of fie United States of America, for t e payment w ereof the Principal and Surety bind themselves, their successors and assigns, jointly and severally, firmly by these Presents. for Signed, sealed and dated this day of WHEREAS, the Principal heretofore entered into a written contract with the Obligee WHEREAS, said Contract provides that the Principal shall guarantee NOW, THEREFORE, the condition of this obligation is such, that if the above Prin- cipal shall indemnify the Obligee against loss by reason of his failure to make good at his own expense any defects or deficiencies.in materials or workmanship which may appear in the work under said contract with the period of year (s) from the date of acceptance of the work, then this obligation s al be void; of erwise to remain in full force and effect. F-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 STATE OF , - ss: COUNTY OF On this day of _ 19 before me personally appeared the within named to me known, and known to me to be ' the individual described in and who executed the within bond, and acknowledged to me that he executed the same. F-2 NOTARY PUBLIC SECTION G GENERAL RELEASE (To Be Submitted With Requisition For Final Payment) KNOW ALL MEN BY THESE PRESENTS, that (Contractor) for and in consideration of the sum of lawful money of the United States of America, to it in hand paid by (Owner Contracting Agency) have remised, released, quit -claimed, and forever discharged, and by these presents do for its successors and assigns remise, release, quit -claim, and forever discharge the said (Owner Contracting Agency) and Ward Associates, P.C., and its successors and assigns and administrators, of and from any and all manner of action and actions, cause and causes of action, suits, debts, dues, sum and sums of money, accounts, reckonings, bonds, bills, specialties, covenants, con- tracts, controversies, agreements, promises, variances, trespasses, damages, judgments, patents, extents, executions, claims and demands whatsoever in law and equity, which against the said , (Owner Contracting Agency) and Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma, New York 11779, now have or which heirs, executors, or administrators hereafter can, shall, or may have, for upon or by reason of any matter, cause or thing whatsoever, from the beginning of the world to the day of the date of these presents rising out of the construction, in accordance with contract entered into between parties hereto, dated J. nineteen hundred and eighty and any admittance or supplements t ereto. IN WITNESS WHEREOF, the undersigned corporation has caused this agreement to be signed by its and its corporated seal to be hereto affixed and duly attested by its this day of 19 Attest. I G-1 Principal: 1 C ' SECTION H PREVAILING WAGE RATES r PREVAILING WAGE SCALES, AS PREPARED BY THE UNITED STATES ' DEPARTMENT OF LABOR AND THE NEW YORK STATE DEPARTMENT OF LABOR, ARE INCLUDED HEREIN AND THE CONTRACTOR IS HEREBY BOUND TO PAY ALL LABOR ON THIS PROJECT AT RATES NO LESS ' THAN THESE. IN CASES WHERE THE SCALES DIFFER, THE HIGHER OF THE TWO SHALL APPLY. IJ 1 I.. H-1 11 SECTION H STATE OF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 Schedule Type -COMPLETE 20 Date 01/11/85 Refer to: PREVAILING RATE CASE NO. T/O Southold PRC 8500128 SUFFOLK COUNTY 01 to: Richard G. Ward,Bd.Chalrman Location and Type of Project Ward Associates,PC Improve Cross Sound 100 Arrival Ave. Ferry Serv.,Site Work/Bld Rohkonkoma,NV Foundatioh,Orient Point, 11779 NY T/O Southold 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 CPW-163 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 informatioh available to the Department of Labor, Bureau of Public Work. Care should be takeh to review the rates for obvious .rrors. It is the responsiblility of the Public Work contractor, to use the proper rate. Any corpact iOhs should be brought to the Department's attention immediately. This schedule is applicable only from July 1, 1984 through June 30, 1985, 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, CHARLES C. DROBNER, DIRECTOR Agency NOTICE TO CONTRACTING AGENCIES—: Additional Information, Upon C8hCe110ti Oh Or Completion Of District this project, enter the necessary in and return this page to the ALBANY OFFICE of the BUREAU at ' the address listed below: Campus, Albany N. V. 12240 PROJECT HAS BEEN St. , Buffal o N. V. 14202 Date Completed 155 175 Date Cancelled West, Rochester N.V.14614 Hempstead N. V. 11550 Signature St. SinghamtOh N.Y.13901 Washington St—Syracuse N.V.13202 Title 207 Contracting Utica N. Y.13S01 30 Glenn Agency IPW -200 (8-843 i H- 2 1 !F For Additional Information, following District Offices: COhtaCt the St. Off. Bldg. a12, Campus, Albany N. V. 12240 65 Court St. , Buffal o N. V. 14202 155 175 Main Street Fulton Ave., West, Rochester N.V.14614 Hempstead N. V. 11550 15 Henry 333 East St. SinghamtOh N.Y.13901 Washington St—Syracuse N.V.13202 207 Genesee St. Utica N. Y.13S01 30 Glenn St—White Plains N.Y.10603 IPW -200 (8-843 i H- 2 1 !F l 1 1 1 1 i t 1 E NOTICE OF ADDENDUM APPLICABLE TO ALL COUNTIES C * 7 AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The law requires that for those labor contracts which expire prior to July 1 and which are not negotiated before May 31, the date for publication of the annual determination, the new collective bargaining information will be incorporated into the prevailing rate schedule by means of an addendum. This addendum will be Issued by the Bureau of Public Work for those schedules where the available information is incomplete as of May 31. When you raviaw the schedule for particular occupations, your attention should be directad to the dates above the column of rates. These dates are the effective dates of the latest collective bargining agreements for that occupation. The rates listed in that column were taken from those agreements and will remain in effect until the following JUNE 30TH. The only exception is for those collective bargining agreements which expired during the month of June. In those cases the Commissioner will publish an addendum to include the new rates determined for those occupations. These new rates will become effective 30 days after the addendum is received by the contractor. To repeat, if the schedule indicates that a collective bargining agrQQMQnt expires during the month of June or where information was not available at the time of publication you should be aware that an addendum will be published and copy of the addendum should be requested. Failure to do so may cause an improper rate to be used and result in the finding Of an underpayment. H- 3 Ocm: letter H-4 CONTRACT REQUIREMENTS Each public work contract to which the State, a public benefit corporation, a Municipal corporation Or a Commission IS a party and which May involve the BMpIOyMeht Of laborers, workmen or maehahies, shall comply with the requirements of Article 8 (Sections 220-223) of the New Vork State Labor Law: 1. 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 QMergehcias set forth in the Labor Law or where a dispensation is granted by the Commissioner of Labor. CSee Sectioh 220.23 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 v 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 such collective bargaining agreements for the same period, including those ihCrQBses for such period which are directly ascertainable from such collective bargaining agreements in the ahhual determination. CSee SQetiOh 220.33 3. 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. CSee Section 220.3-a) 4. 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 laborars. CSee Section 220.3-a) S. No employee shall be deemed to be ah apprentice unless individually registered in a program registered with the Now Vork State Departmeht of Labor. The allowable ratio Of apprehtices to Journeymen in any craft classification shall hot be greater than the ratio permitted to the contractor as to his work force On any Job under the registered program. Any employee who is hot registered as above, shall be paid the prevailing wage rate for the Journeyman classification of work actually performed. The contractor or subcontractor will be required to furnish written evidence of the registration of his program and apprentices as well as Of the appropriate ratios and wage rates for the area of construction, prior to using any apprentices on the contract work. CSee Section 220.3-e3 S. Ca) No contractor, subcontractor, hot' any person acting On his behalf, shall by of race, creed, color, disability, sex Or hatiOnal origin reason discriMihate against Shy citizen of the State of New York who is qualified and available to perform the work to which the employment relates. CSee Sectloh 220-eCa)) Cb) No contractor, subcontractor, hop any person acting On his behalf, shall in discriminate agalhst or intimidate any employee on account of anV Manher, race, cF, - . COI Oh, dl Sabi l l ty, SOX Or heti Oh91 ONI gi h. (See Secti Oh 220- OCb)) NOTE: The Human Rights Law also prohibits discriMihatiOh in employment because of age, marital status or religion. CC) There may be deducted from the amount payable to the contractor under the five dollars for each calendar day during which such contract a penalty of person was discriminated against or intimidated in violation Of the provisions of the contract. (See Section 220 -OCC)) Cd) 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 secohd or, any subsequent violation of the terms or conditions of the anti- discrimination sections Of the contract. (See Sec. 220-eCd)) PW -3 C10-843.. H-4 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 weak on a particular public work project. WAGES AND SUPPLEMENTS: The wages and supplements to be paid and provided for laborers, workersand 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 bash provided to the prime contractor by the department of jurisdiction Ci.a.,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.Social Security number, 4.0ccupational classifications in which worked, S.Hourly wage rate paid, S.Supplements provided, 7.Daily and weekly humbar of hours worked in each classification, B.Daductions 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 affect. 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 ofthe contract exceeds S2S,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. IPW19 CS -84)... CContinued) I H-5 11 NOTICE TO CONTRACTORS (Continued) APPRENTICES: 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 1 registration of its program and apprentices and of the appropriate ratio. The allowable ratio of apprenticas to Journeyman 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 pravailing Journeyman's wage rate for that classification of work. WITHOLDING 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 witheld from the prime contractor in 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 between 6 and 16 percent of the amount due. In addition, an order directing the payment of wages or supplements may assess a civil penalty of up to 25 percent 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 final determination. CRIMINAL SANCTIONS: Wilful violations of the Prevailing Wage Law CArticle 8 of the Labor Law) consistitute 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, nationai 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 esnters, notices furnishad by the State Division of Human Rights. POSTING OF OTHER NOTICES: Every employer providing worker's compensation insurance and disability benefits must post in a conspicuous place notices of such coverage in form prescribed by the Workers' Compensation Board. Employers must post in a prominent place a sign informing workers of their Right to Know about toxic substances found in their workplace (Article 28 of the Labor Law). PW 19 C6-841... doom: IetterS H-6 OVERTIME and HOLIDAY INFORMATION 1/1/85 OVERTIME C A ) Time and one half of the hourly rate after 7 hoursper day. C S ) Tune and one half of the hourly rate after 8 hours per day. C C ) Double the hourly rate after 7 hours per day. C D ) Double the hourly rate after 8 hours per day. C E ) Time and one half of the hourly rate on Saturday. C F ) Time and one half of the hourly rate on Saturday and Sunday. C G ) Time and one half of the hourly rate on Saturday and Holidays. C H ) Time and one half of the hourly rate on Saturday, Sunday and Holidays. C I ) Time and one half of the hourly rate on Sunday. ( J ) Time and one half of the hourly rate on Sunday and Holidays. C 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. C 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. C R ) Double the hourly rate on Holidays. C S ) Two and one half times the hourly rate for Holidays, if worked. C T ) Triple the hourly rate for Holidays, if worked. C U ) Four times the hourly rate for Holidays, if worked. C V ) Incluing benefits at SAME PREMIUM as shown for overtime. NOTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted in overtime conditions. SEC220:PARA 2. "Each contract.... shall contain a stipulation that no laborer, workman or mechanic.. .shall be permitted or, required to work more than eight hours in any one calender day or work more than five days in any one week except in case of extraodinary emergency.... Whenever such an "EMERGENCY DISPENSATION"(emphasis added) is granted, all work in excess of eight hours per day, and five days per week shall be COnSidered Overtime work.. and ... shall be paid a premium wage commensurate with the premium wages prevailing in the area in which the work is performed." HOLIDAYS The Holidays as listed below are to be paid at the wage rates at which the employee Is normally classified. C 1 ) None. C 2 ) Labor Day. ( 3 ) Memorial Day and Labor Day. ( 4 ) Memorial Day and July 4th. C 5 ) Memorial Day, July 4th and Labor Day. C 6 ) New Years Day, Thanksgiving Day and Christmas Day. C 7 ) Lincoln'S Birthday, Washington's Birthday and Veterans Day. C 8 ) Good Friday. C 9 ) Lincoln's Birthday. C 10 ) Washington's Birthday. C 11 ) Columbus Day. C 12 ) Election Day. C 13 ) Presidential Election Day. ( 14 ) 1/2 Day On Presidential Election Day. C 15 ) Veteran's Day. C 16 ) Day after Thanksgiving Day. ( 17 ) July 4th. C 18 ) 1/2 Day before Christmas Day. C 19 ) 1/2 Day before New years Day. C 20 ) Thanksgiving Day. C 21 ) New Years Day. C 22 ) Christmas Day. docm: letter, H- 7 STATE OF NEM YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 Schedule Type COMPLETE 20 Date 01/11/85 Refer to: PREVAILING RATE CASE NO. T/0 Southold PRC 8500128 01 to: Richard G. ard,Bd.Chairmah Location and Type of Project Ward AssociaWtes, PC Improve Cross Sound 100 Arrival Ave. Ferry Serv.,Site Work/Bld R0hkonkoma,NY Foundation,Orient Point, 11779 NY T/0 Southold SUFFOLK COUNTY Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN Copies of the wage and supplement schedule for the Public Work Project identified above are enclosed herewith. Sec. 220.3A of the Labor Law requires that certain information be furnished to the COMmiSSiOher of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT ' = Project CANCELLED, POSTPONED or assigned to agency's own amployeeS. If reactivated, Will request haW rates and SUpplemehtS. ALL Prime Contracts AWARDED - or bid ACCEPTED Ccomplate items 1 - 8 below) Estimated TOTAL COST of Project Is 9 1Ca). Means Used to Award Contract CCheck one and indicate date of first legal instrument which bound agency to contract) Letter of Intent Contract Signed Resolution Tato Date Date (b). Contracts NOT YET awarded: Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS CNOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3.Work to be done 4.Name and Address S.AmOUht Of G. Approx. dates for by Prime Contractor of CohtPact 0r Contract Starting Completion 8. Signature and Title Date PW -i6 (1-85) H-'8 Ca) GEN.CONTR. 1 1 I I I I I Cb) I I I I I HEAT/VENT. I I I I Cc) ELECTRICAL I 1 I I I I I I Cd) PLUMBING i I I I i Ce)_OTHERCS)-List) I I I I I 1 I I on Reverse. I 1 I I 1 I I 7. I Estimated Date Entire Project Will Be Completed 8. Signature and Title Date PW -i6 (1-85) H-'8 STATEOF NEN YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 Schedule Type COMPLETE 20 Date 01/11/85 Refer to: PREVAILING RATE CASE NO. T/0 Southold PRC SS00128 01 to: Richard G. Ward, Bd. Chairman Location and Type of Project Ward Associates, PC Improve Cross Sound 100 Arrival Ave. Ferry Serv. Site Work/Bld Ronkonkoma, NY Foundation,Orient Point, 11779 NY T/0 Southold S. Signature and Title Date PW -16 C1 -8S) H- 9 Project CANCELLED, POSTPONED or -assigned to agency's own employees. If reactivated, will request new rates and supplements. SUFFOLK COUNTY = ALL Prime Contracts AWARDED - or bid ACCEPTED (complete Items 1 8 below) Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN which bound agency to contract) Copies of the wage above are enclosed and supplement schedule for the Public herewith. Sec. 220.3A of the Labor Law Mork Project identified requires that certain information be furnished to the Commissioner of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND _ Gen. Cont. _ Heat 6 Vent. _ Electrical _ Sanitary RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT S. Signature and Title Date PW -16 C1 -8S) H- 9 Project CANCELLED, POSTPONED or -assigned to agency's own employees. If reactivated, will request new rates and supplements. = ALL Prime Contracts AWARDED - or bid ACCEPTED (complete Items 1 8 below) Estimated TOTAL COST of Project Is $ iCa). Means Used to Award Contract CCheck one and indicate date of first legal instrument which bound agency to contract) Letter of Intent Contract Signed Resolution Date Onto Date Cb). Contracts NOT YET awarded: _ Gen. Cont. _ Heat 6 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3.Work to be done 4.Name and Address S.Amount of S. Approx. dates for by Prime Contractor of Contractor Contract Starting Completion (a) GEN. CONTR. I I 1 I i I I I 1 I I (b) HEAT/VENT. 1 I I I I I I 1 Cc) ELECTRICAL I I I I I I I 1 I I I I (d) PLUMBING I 1 ( I i I I I I 1 I I (e) OTHERCS)-List) 1 I I on Reverse. I I I I I I I I 7. Estimated Date Entire Project Will Be Completed S. Signature and Title Date PW -16 C1 -8S) H- 9 r �J STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.V. 12240 Schedule Type COMPLETE 20 Date 01/11/85 Refer to: PREVAILING RATE CASE NO. T/0 Southold PRC 8500128 01 to: Richard G. Ward,Bd.Cheirman Location and Type of Project Ward Associates,PC Improve Cross Sound 100 Arrival Ave. Ferry Serv. Site Work/Bid Ronkonkoma, NV FOUhdation,Orient Point, 11779 NY T/0 Southold SUFFOLK COUNTY Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN Copies of the Wage and supplemaht schodula for the Public Work Project identified above are enclosed herewith. Sec. 220. 3A of the Labor Law requires that certain information be furnished to the Commissioher of labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT _ Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, ' — will request new rates and supplements. - ALL Prime Contracts AWARDED - or bid ACCEPTED (complete items 1 8 below) Estimated TOTAL COST of Project Is S 1(a). Means Used to Award Contract (Check one and indicate date of first legal instrument which bound agency t0 contract] Letter of Intent Contract Signed Resolution Data Date Date Cbl. Contracts NOT VET awarded: Gen. Cont. _ Heat 8 Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS (NOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3. Work to be done 4. Name and Address S. AmOUht Of G. Approx. dates for by Prime Con trBCtOr Of Contractor Contract Starting Completion (a) GEN. CONTR. I I t I j 1 I I Cb] HEAT/VENT. I I I I Cc] ELECTRICAL j 1 I I Cd] PLUMBING I I I I Ce)_DTHERCS]-List) I I I on Reverse. I I I I I I I I 7. Estimated Date Entire Project Will Be Completed S. Signature and Title Date PW -16 C1-85] H-10 STATE OF NEW YORK DEPARTMENT OF LABOR BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, N.Y. 12240 Schedule Type COMPLETE 20 Date O1/11/8S Refer to: PREVAILING RATE CASE NO. T/0Southold PRC 8500128 01 to: Richard G. Ward,Bd.Chairman Location and Type of Protect Ward Associatas,PC Improve Cross Sound 1 0 0 Arrival Ave. Ferry Serv.,Site Work/81d Ronkonkoma, NY Foundation,Orieht Point, 11779 NY T/O Southold SUFFOLK COUNTY Agency of Jurisdiction TOWN Nature of Project OTHER NEW CONSTRUCTION -EXPLAIN Copies Of the wage and supplement schedule for the Public Work Project identified above are enclosed herewith. Sec. 220.3A of the Labor Law requires that certain information be furnished to the Commissioner of Labor. ACCORDINGLY, YOU MUST COMPLETE THE FOLLOWING SECTION OF THIS FORM AND RETURN THREE COPIES TO THIS OFFICE IMMEDIATELY UPON NOTIFYING A SUCCESSFUL BIDDER FOR THIS PUBLIC WORK PROJECT = Project CANCELLED, POSTPONED or assigned to agency's own employees. If reactivated, will request hew rates and supplements. ALL Prime Cohtracts AWARDED - or bid ACCEPTED Ccomplate items 1 8 below) Estimated TOTAL COST of Project Is t ICa). Means Used to Award Contract CChock one and indicate data of first legal ihStrumeht which bound agency to contract) Letter of Intent Contract Sighed Resolution Date Date Date Cb). Contracts NOT YET awarded: Gen. Cont. _ Heat S Vent. _ Electrical _ Sanitary _ Other 2. Specific Location of Project FOR ALL PRIME CONTRACTORS CNOT SUB -CONTRACTORS) WHO HOLD CONTRACTS DIRECTLY WITH THE SPONSOR OF THIS PROJECT, GIVE THE INFORMATION. IF MORE SPACE IS NEEDED, ATTACH EXTRA SHEETS. 3. Morkto be done 4. Name and Address S. Amount of G. Approx. dates for by Prima Contractor of Contractor Contract Starting Completion Ca) GEN. CONTR. I I I I I I I I 1 I 1 1 Cb) HEAT/VENT. t ( 1 I Cc) ELECTRICAL I I I t I I I I (d) PLUMBING I I I I I 1 I I Cel_OTHERCS)-Listl on Reverse. l I I I I 7. Estimated Date Entire Project Will Be Completed 8. Signature and Title Date PW -16 C1 -8S) H-1. 1 1 II BOILERMAKER PREVAILING RATE SCHEDULE C )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8500128 PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. 20 - 1/01/85 SUFFOLK COUNTY wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. Page 1 ASBESTOS WORKER WAGESCper hour) 7/01/84- 1/01/85- 12/31/84 6/30/85 Insulation Worker.... ; 17.89 18.19 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C - ) C - ) C - ) APPRENTICES: C 1 ) year terms at the following percehtage of Jourheyman's wage. 1ST. 2ND. 3RD. 4TH. SOX 60Y. 70 Y. 80% 1/0186 6/30/85 SUPPLEMENTAL BENEFITS:Cper hour worked) 19.80 Health/welfare........; 1.39 * App. 1.39 * App. Pens i on ............... 1.41 * Y. s 1.41 * X s Annuity . .... 3.90 *apply 4.20 *apply Holiday Pay........... 2.08 toSupps 2.38 *toSupps Listed supplements apply to ALL classifications C )yes C x )No. * Apprentice supplements appear in second column. 8-12 1 1 II BOILERMAKER WAGESCper hour) 8/01/83- 9/01/84- / / - 8/31/84 Boilermaker.......... ; 21.06 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 5 ) C 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 60% 65Y. 70Y. 75X 80 Y. 85X 90 Y. 100 Y. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/welfare........; 5 X Pehtl On............. 10 X Apprentice Training... 04 Vacation.............. 7 % Annuity . . . . . . . . . . . . . . . is % Listed suppleMehts apply to ALL classifications C x )Yes C )No. 8-5 GLAZIER WAGESCper hour) 7/01/84- 1/01/85- 7/01/85 12/31/84 6/30/85 12/31/85 1/0186 6/30/85 Glazier.. ; 19.05 19.05 19.30 19.80 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C 1 : 5 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. Indentured prior to July 1984 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. 50% 60% 70% 75% 80Y. 85Y. 90Y. 95% Indentured after July 1,1984 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 30% 35Y. 40X 45Y. 55X 65Y. 75Y. 90X SUPPLEMENTAL BENEFITS:Cper hour worked) Health/welfare . . . ; 1. 01 *1. 01 1. 26 *1. 26 1. 26 *1. 26 1. 26 *1. 26 Pens i on.. 1. 01 *1. 01 1. 01 *1. 01 1. 26 *1. 26 1. 26 *1. 26 Apprentice Trai hi ng... . 01 * 01 . 01 * 01 . 01 * 01 . 01 * 01 Vacation .............. 1. 07 * = Y. 1. 32 * = Y 1. 32 * = Y. 1. 32 * = % Annuity ............... 3.00 *Note 3.25 *Note 3.50 *Note 3.50 *Note Note _ Apprentice Annuity: 1st yr -None / 2nd yr -.75 / 3rd yr -1.10 / 4th yr -1.50 Listed supplements apply to ALL classifications C )yes C x )No. * Apprentice suppleMehts appear in second column. 8-1087 H-12 1 1 II 1State of New York Departmeht of Labor 1 PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 2 I II CARPENTER Mi I lwright........... 18.29 WAGESCper hour) 7/01/84- 7/01/85- 7/01/86 PAGE attached. 6/30/85 6/30/86 6/30/87 Building: ALLOWABLE RATIO: ApprehticeCs) to Journeymen C 1 - 7 ) Floorlayer........... ; 18.66 19.66 20.66 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. - see below. 8-740 PAID HOLIDAYS: See C' 1 ) on HOLIDAY PAGE attached. 7/01/86- ALLOWABLE RATIO: ApprenticeCs) to JOUrheYmeh C 1 - 7 ) Pi ledri ver........... 18.66 APPRENTICES: C 1 ) 1ST. 2ND. 3RD. year terms at the 4TH. following percentage of Journeyman's wage. 1 55% 65Y. 75Y. 95% PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cpar hour worked) - See below. 8-2241/2287 WAGESCper hour) ------------------------------ 7/01/84- 7/01/85- 7/01/86 - SSY. 65% 75% 95% 6/30/85 6/30/86 6/30/87 I II Building: Mi I lwright........... 18.29 18.79 19.29 OVERTIME PAY:Ses C ) on OVERTIME PAGE attached. PAID HOLIDAYS: Sae C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C 1 - 7 ) APPRENTICES: C 1 ) year terms at the 1ST. 2ND. 3RD. 4TH. following parcehtage of JOUrheYman's wage. SSY 65Y 75Y. 95Y. SUPPLEMENTAL BENEFITS:Cpar hour worked) - see below. 8-740 ------------------------------ WAGESCper hour) 7/01/84- 7/01/85- 7/01/86- 6/30/85 6/30/86 6/60/87 Pi ledri ver........... 18.66 19.66 20. 66 Oockbui I den ........... 18.66 OVERTIME PAY: See C D, 0 ) on OVERTIME 19.66 PAGE attached. 20. 66 PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to JourheYmeh ( 1 - 7 ) APPRENTICES: C 1 ) year terms at the 1ST. 2ND. 3RD. 4TH. following parcehtage of Journeyman's wage. SSY. 65% 75% 95% SUPPLEMENTAL BENEFITS:Cper hour worked - See below. 8-1456 -----------------------' WAGESCper hour) 7/01/84- ------ 7/01/85- 7/01/86- 6/30/85 6/30/86 6/30/87 Marine Construction: Marine Diver .. .....; 22.14 23. 33 24.S2 11.. Tender.... 17.27 OVERTIME PAY': See C D, 0 ) on OVERTIME 18.19 PAGE attached. 19.11 PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Jourheymen C 1 - 7 ) APPRENTICES: C 1 ) year terms at the 1ST. 2ND. 3RD. 4TH. following parcehtage of Journeyman's wage. SSY 65% 75% 95% SUPPLEMENTAL BENEFITS:(per hour worked - See below. 8-1456/0 ------------------------------ WAGESCper hour) 7/01/84- 7/01/85- 7/01/86- 6/30/85 6/30/86 6/30/87 Timbermah .............; 17.35 18.27 19.19 OVERTIME PAY: See C D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C 1 - 7 ) SUPPLEMENTAL BENEFITS:Cper hour worked - See below. 8-1536h I II P, I H- 14 I 1I PREVAILING RATE SCHEDULE C # )See NOTICE PAGE ATTACHED State of New York Case Number Department of Labor Bureau of Public Work 8500128 SUFFOLK COUNTY 2D - 1/01/85 Page 3 ' Carpenter (Coht) The folloWing Supplemental Benefits apply to the proeceeding Carpenter categories and/or occupational titles unless otherwise noted. SUPPLEMENTAL BENEFITS:Cper hour worked) for ALL Categories Except 1st & 2nd Year Apprentices Hea I th/We I fare........ ; 2. 27 2. 40 2. 67 Pens i on............... 2. 20 2. 49 2. 59 Ahhui ty... .... 2. 07 2. 42 2. 94 Apprentice Training... .15 .15 .15 Vacation.............. 2.00 2.26 2.40 SUPPLEMENTAL BENEFITS:(per hour worked) for 1st & 2nd Year Apprentices Indentured before June 30,1984 Health/Welfare . . . . . . . . ; #2. 27 #2. 40 #2. 67 Pens i on.. #1. 32 #1. 49 #1. 55 Anhui ty..# 72 # 72 # 72 Apprentice Trai ni hg. . # .15 # 15 # 15 Vacation.. # . 84 # . 87 # . 93 SUPPLEMENTAL BENEFITS:(per hour worked) for 1st &2ndYear Apprentices indentured after July 1,1984 Has l th/We l fare.. . ; #2. 27 #2. 40 #2. 67 Pens 1 on.. e#1. 10 #1. 25 #1. 30 Ahnuity.. ........ a# .60 # .60 # .60 Apprentice Training... # .15 # .15 # . 15 Vacati on........... . . . # . 70 # . 73 # . 78 Listed supplements apply to ALL classifications C )Yes C x )No. ( # ) Apprentice supplements appear in second colUMn.(lst and 2nd year only. All others roceive JOUrnoyMan supplements.) 8-nyc/Supp WAGES(per hour) 7/01/84- 7/01/85- 7/01/86- 6/30/85 6/30/86 6/30/87 Building: Carpenter...::::.:;.. ; 19.07 20.57 22.17 Heavy/Highway: Carpenter.. ; 19. 12 20. 62 22.22 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C 1 5 ) APPRENTICES: C 1/2 ) year terms at the folloWing percentage of JOurheyMah's Wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 50% SS/ GOV 65Y. 70Y. 75Y. 80Y. 85Y SUPPLEMENTAL SENEFITS:(per hour worked) Health/Welfare........; 2.09 2.09 2.09 PehSiOn............... 2.13 2.13 2.13 Apprentice Training... .04 .04 .04 Vacati on . . . . . . . . . . . . . . 1. 00 1. 00 1. 00 Annuity............... .75 .75 .75 Listed supplements apply to ALL classifications C x )Yes C )No. 4-SUF P, I H- 14 I 1I State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work _ 8500128 20 - 1/O1/85 SUFFOLK COUNTY Page 4 ELECTRICIAN WAGESCper hour) 4/30/84- 11/05/84 11/04/84 4/30/85 Electrician.......... = 19.65 20.30 Audi o/Sound.......... 19.65 20. 30 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 5, 6, 10, 16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C 1 - 1 ) C 2 - 4 ) C 3 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 40% 50% 60% 70% SUPPLEMENTAL SENEFITS:Cper hour worked) Health/welfare .. . . . . . . S 7%+.35 7%+.35 Pension . . . 7. 5% 7. 5% Supp I . Unemp i oy. Benef i t .25 25 Apprentice Training... .30 .30 Annuity ............... 11% 11% Benefit Fund.. 3 % 3% Vacation and Hol i day.. 9.5% 9.5% Listed supplements apply to ALL classifications C x )Yes C )No. 4-25 WAGESCper hour) 5/01/84- 5/01/85 - 4/30/85 4/30/86 Telephone Installer/Repairman S 16.86 17.65 •• Foremen........... 18. 46 19. 33 OVERTIME PAY: See C B, E, P ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 5, 6, 10, i6 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 1 ) C 2 - 4 ) APPRENTICES: C 1 ) year terms at the following wage. 1572 2ND. 3RD. 4TH. 5.42 6.30 8.44 9.70 SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare........; 10 % 10 % Pens i on... .... 7 % 7.S% Apprentice Training... 5/8 % 5/8Y. Anhui ty. 11 % 12 % Benefit Fund.. 3 % 3 % Vacation and Holiday.. 8.5 % 9.5% Listed supplements apply to ALL classifications C x )Yes C )No. 4-25t ------------------------------ Applicable on MAINTANENCE of traffic signals and street lighting only. WAGESCper hour) 4/30/84- / / - 5/D1/85 Electrician CTraffic/Street)..... 15.80 OVERTIME PAY: See C 8, E ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 5, 6, 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to JourneYmeh C 1 1 ( 2- 4 ) C 3- 7 APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 40% SOY. 60% 80% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........¢ 8 % Pans i Oh. . . . . . 5. S% Apprentice Training... 1/2Y. 1 Benefit Fund.......... 3 Annuity.. 9 % Vacation and Holidays. B.S% Listed supplements apply to ALL classifications C x )Yes C )No. 4-25m H 15 1 !I 1 1I PREVAILING RATE SCHEDULE C * )Soe NOTICE PAGE ATTACHED State of New York Case Number Department of Labor Bureau of Public Work 8500128 SUFFOLK COUNTY 2D - 1/01/85 Page 5 IRONWORKER WAGES(per hour) 7/02/84- - 12/30/84 Structural........... ; 16.90 Riggers .............. 16.90 Machinery Movers...... 16.90 Erectors.... 16.90 OVERTIME PAY: See C B, E, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. - ALLOWABLE RATIO: ApprenticaCs) t0 Jourheymen C 1 10 ) APPRENTICES: C 1/2 ) year terms at the following wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. $9.24 9.84 9.84 10.4S 10.45 10.45 SUPPLEMENTAL SENEFITS:Cper hour worked) Hea I th/We I fare. . . . .. . . ; 2. 20 *2. 20 Pens ion... .... 3. 00 *3. 00 Apprentice Training... .18 * .i8 Vacation .............. 2. 60 *2. 00 Annuity . ............. 4.30 *2.15 Benefit Fund.. 1. 00 * 50 Listed supplements apply to ALL classifications C )Yes ( x * Apprentice supplements appear in second column. )No. 8-40/361 ------------------------------ WAGESCper hour) 7/15/83- 7/01/84- - 6/30/84 Reinforcing.......... 18.13 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentices) to Journeymen C - ) ( - ) C - ) APPRENTICES: C ) year terms at the following percentage 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. of Journeyman's wage. 39% 00% OO Y. a0Y. OO Y. OO Y. 00% 00% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 1.385 * 1.385 Pension... Trai'h hS' 985 * 985 Apprentice Training.. 01 * 01 Vacation.. 1. 00 * - Anhui ty....... 2.50 * -. Scholarship Fund...... 02 * 02 Listed supplements apply to ALL classifications C )Yes C x * Apprentice supplements appear in second column. ------------------------------ )No. 8-46 WAGESCper hour) 7/01/84- 1/01/85- 12/31/84 6/30/85 Ornamental ........ 16. 98 17.25 Chain Link Fence...... 16.90 17.25 ' OVERTIME PAY: See C 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( 1 ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C ) C - - ) C ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 60Y. 65Y. 70% 80Y. 90% 95% SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare........; 1.52 1.52 Pens i Oh . . . . . . . . . . . . . . . 1. 96 1. 96 Apprentice Training... .25 .25 Vacation .............. 2. 10 2. 40 Annuity.. 4. 00 4. 40 Listed supplements apply to ALL classifications ( x )Yes C )NO. 8-580 H-16 1 1I State of New York Department of Labor 11, PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8500128 2D - 1/01/8S SUFFOLK COUNTY Page 6 K 17 1 1I ELEVATOR WAGES (per hour) 7/01/84- 7/01/85- 7/01/86 - All Classifications...; 6/30/84 6/30/86 6/30/87 15.40 Elevator Constructor...; 19. 8S 20.91 21. 97 ""Helper. . 14. 89 15. 68 16. 48 attached. Elev. (Moderhiz8tion).. 16.81 * 17.69 18.57 " Helper.. 12. 61 * 13. 27 13. 93 PAGE attached. OVERTIME PAY:CONSTR.See C C,M,T ) on OVERTIME PAGE attached. OVERTIME PAY: MODERN. See ( B, F, S ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C5,6,7,11,12) on HOLIDAY PAGE attached ALLOWABLE RATIO: ApprehticeCs) - - to Journeymen ( ) ( ) ( ) 2.20 APPRENTICES: ( ) year 1ST. 2ND. 3RD. terms at the following percentage of Journeyman's wage. 4TH. STH. 6TH. 7TH. 8TH. OOY. 00% 00% 00% 00% 00% 00% 00% 2. 0S SUPPLEMENTAL BENEFITS:Cpar hour worked) Hea I th/We I fare.. . ; 1.1545 X1.645 1.795 *1.79S 1.945 *1.94S 1. 00 Pens 1 on.. ........ 1.27 *1.27 1.41 *1.41 1. SS *1. 55 Training Fund.. .035 * .035 .03S * .035 .03S * .035 .13 Annuity -(per work day) 8.00 *8.00 8.00 *8.00 8.00 *8.00 1 Listed supplements apply * "Modernizatioh" supplements to ALL classifications C )Yes C x )No. appear in second COIUmh. 8-1 ( x )Yes LABORER 4-66 WAGES(per hour) 7/01/84- 7/01/85- 1/01/86- 7/01/86 1/01/85- 6/30/85 7/01/85- 6/30/86 6/30/85 12/31/85 6/30/86 6/30/87 K 17 1 1I Building Laborer: All Classifications...; 14.75 15.40 16.05 17.25 OVERTIME PAY: See ( A, H ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C S, 6, 10 ) oh HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare.. .; 2.20 2.20 2.20 2.20 Pens i on. 2. 05 2. 0S 2. 0S 2. 05 Vacation .............. 1. 00 1. 00 1. 00 1. 00 Other ................. 13 .13 .13 .13 Listed supplements apply to ALL classifications ------------------------------ ( x )Yes C )No. 4-66 WAGESCpar hour) 7/15/84- 12/31/84 1/01/85- 6/30/85 7/01/85- 6/30/86 7/01/86 6/30/87 LaborerCHeavy/Highway): Group a 1: Asphalt Rakers and Formsetters. Group a 2: Asphalt Shovelers and Tampers. Group a 3: Basic Laborer, Power Tool, Trackman, Landscape, Pipelayer, Jackhammer and Heavy/Highway Laborer: Concrete. Group a 1. ; 13. 20 13. 20 14. 15 15. 17 Group a 2 ............. 12. 90 12. 90 13. 83 14.83 Group a 3 ............. 12. 43 12.43 13. 03 13.66 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENEFITS:Cper hour worked) Hea l th/Wel fare........ ; 12 Y. 12 Y, 12 Y 12 Y. Pension...:.::::...*-* Vaeati oh. 13 Y, 75 13 Y. 1. 00 13 0 1. 00 13 Y. 1. 00 1 ON r(LeSal) . 1 Y 1 Y. l Y 1 Y, Listed supplements apply to ALL classifications ( x )Yes C )No. 4-1298 K 17 1 1I f C f] L, C PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 7 LATHER WAGES(per hour) 7/01/84- 1/01/85- / / - 12/31/84 / / Lather CWoodWire 8 Rai nfor ci ng)... 19.99 OVERTIME PAY: Sea C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticaCs) to Journeymen C 1 - 5 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 40% 75% 85% SUPPLEMENTAL BENEFITS:(per hour worked) Hea I th/We I fare........ S 1.38S * 1.38S Pens i on... 985 * .985 Apprentice Training... 01 * OS Vacation .............. 1.00 *apply % Annuity ............... 2.50 *apply % Scholarship Fund...... .02 * .02 Listed supplements apply to ALL classifications C )Yes C x )No. * Apprentice supplements appear in second column. 8-46 MASON/TILE/TERRAZZO WAGES(per hour) 6/01/84- / / - 5/31/85 BuiIdIhg: Bricklayer............ S 18.19 OVERTIME PAY: See C C, R ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Journeymen C 1 - 10 ) APPRENTICES: C 750 hours) terms at the following percentage of JOurheymah's wage. 1ST. 2ND. 3RD. 4TH. STHCS00HR3 6THCSOOHR3 SOY. 60% 70% BOY. 90% 95% SUPPLEMENTAL BENEFITS:(par hour worked) Health/Welfare........; 1.88 Pension... .... 2.64 Apprentice Training... .15 Annuity ............... 2.05 Listed supplements apply to ALL classifications C x )Vas ( )No. 8-NVOC ------------------------------ WAGES(per hour) 7/01/84-- 6/30/85 Cement Finisher....... 17.00 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen C 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage,. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 50% 60Y. 70% 80Y. 90Y. 95% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........2.11 Pens i on... .... 2. 60 Apprentice Training... .01 Vacation . . . . . . . . . . . . . . 1. 00 Annuity ............... 2.30 Listed supplements apply to ALL classifications C x )Yes ( )No. 4-780 ------------------------------ Iim 1 II PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 8 MSSOh (COht) - WAGESCper hour) 7/05/84- 12/31/84 Building: Plasterer ............. 16.82 OVERTIME PAY: See C A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprentiCeCs) to JOurheyMeh C 1 - 1 ) C 1 - 4 ) APPRENTICES: C ) year terms at the following percentage Of JOurneyM8h'9 wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 00% 00% 00% 00% 007 OOY. 00% 00 Y. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 2.8(i Pension. Apprentice Training... .01 Vacation. 1. 83 Scholarship Fund.. .01 Listed supplements apply to ALL classifications C )Yes C x )No. 4-852 ------------------------- - WAGES(per hour) 7/15/83- 7/01/84- 6/30/84 / / Building: Mosaic 8 Terrazzo Worker.. 16.93 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C - - ) C ) C ). APPRENTICES: C ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 60 Y. 00% 00Y. 00 Y. 00% 00Y. 00Y. 00% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare.. .; 1.17 Pens 1 On. . 1. 50 Supp. Unemp 1 oy. Benefit. .45 VaCati On ..............; 1.D0 Listed supplements apply to ALL classifications ( x )Yes ( )NO. 8-3 ------------------------------ WAGESCper hour) 7/15/83- 7/01/84- / / - 6/30/84 Building: Mosaic and Terrazzo Helper..... 14.98 OVERTIME PAY: See C ) on OVERTIME PAGE attached. - - PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C ) C ) C ). APPRENTICES: C ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 00% boy. 00% 00 Y. 00% 00% 00% 00% SUPPLEMENTAL BENEFITS:(per hour worked) Hea 1 th/We I fare........ ; 1.17 Pension ............... 1.50 Supp. Unemp I OV. Behef i t. 45 Vac at1 Oh. 50 Listed supplements apply to ALL classifications C x )Yes C )No. 8-35 ------------------------------ H- 19 I II t State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 9 ' WAGESCper hour) 7/02/84 - 1/01/as- 12/31/84 6/30/85 Mason(Coht.3 WAGES per hour) 6/04/84- 12/03/84- 15.81 17.23 12/02/84 5/26/85 Building: ) on OVERTIME PAGE attached. T iI e Setter........... OVERTIME PAY: See ( A, 16.78 0 ) on OVERTIME 16.78 PAGE attached. on HOLIDAY PAGE attached. PAID HOLIDAY: See ( 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprahticeCs) to Journeymen ( 1 - 1 ) C 1 - 2 ) ). APPRENTICES: C N/A ) 1ST. 2ND. 3RD. year terms at the 4TH. STH. following percentage of Journeyman's wage. 6TH. 7TH. 8TH. N/A N/A N/A N/A N/A N/A N/A N/A Health/Welfare........; Pens i oh . . . . . . . . . . . . . . . SUPPLEMENTAL BENEFITS:Cper hour worked) Hea I th/We I fare........ ; 2.18 2.18 Pension ............... Vacation.. 2.25 1.085 2.25 1.625 Listed supplements apply Listed supplements apply to ALL classifications ------------------------------ C x )Yes C )No. 8-52 ' WAGESCper hour) 7/02/84 - 1/01/as- 12/31/84 6/30/85 H- 20 1 11 Building: Tile Layer Helper..... ; 15.81 17.23 OVERTIME PAY: See C A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Se6 C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C - ) C - ) C - ). SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; Pens i oh . . . . . . . . . . . . . . . 1.50 1.50 1. 42 1. 42 Vacation .............. 58 .58 Listed supplements apply to ALL classifications C x )Yes C )No. 8-88 WAGES(par hour) ------------------------------ 7/01/84- 7/01/85- 1/01/86- 7/01/86 6/30/85 12/31/85 6/30/86 6/30/87 WaterprOOferCMa90h) and Tuckpoi hter. ... ; Sohdblasti hg(Mason).. 15.80 17.40 14. 85 16.45 18.65 17.70 19.90 18.95 1 Ste amcl Bahl hgCMasoh).. 14.20 15.80 17. 05 18.30 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Journeymen C 1 - 5 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. SS% 70% 85% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare .:...... S Pehs i on. 1. 75 *1. 75 1.7S *1.7S 3.00 *1.7S 3.00 *1.7S 1. 75 *1.7S 3.00 *1.7S 1.7S 3.00 *1.7S *1.7S ' Behefit Fund.. 10 % * 69 10 % * .fig 10 % * .69 10 % * .69 Trai hi ng Fund.... .... . 08 * 07 . OS * .08 . OS * .08 . 08 * 08 Anhui ty............... 2. 00 * 55 2.00 * . 55 2. 00 * SS 2. 00 * 55 Listed supplemehts apply * Apprentice supplements to ALL classifications C )Yes appear in second column. C x )No. 8-66w H- 20 1 11 State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of _ 8500128 Public Work 2D - 1/01/85 SUFFOLK COUNTY Page 10 PAINTER - WAGES(par hour) 10/01/83- 9/30/84 Steel: Stee 1 .......... 17. 55 Spndblasray...tin......g... 19.05 ' a..... 19. S 05 Power Tool...... : 19. OS OVERTIME PAY: See C A, E, O ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C 1 - 10 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 40A 60Y. OOY. boy. 00% 00X day. 00% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare; 9 K Pens i on.. .. . 7 Y. Apprentice Training... .09 Vacation .............. 5 Y ' Annuity ............... 10 Y. Listed supplements apply to ALL classifications C x )Yes_C )No. 8-806 ---------------------------- WAGESCpar hour) 2/01/84- 8/01/84- 2/01/85- 7/31/84 1/31/85 7/31/85 Drywall Taper..... . ; 16.36 17.03 17.36 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to JOUrheyMah C - ) C - ) C - ). APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's Wage. 1ST. 2ND. 3RD. 4TH. SOY. SOY 75% 90% SUPPLEMENTAL BENEFITS:Cpar hour worked) Health/Welfare........ 1.88 *13% 1.96 *13% 2.01 *13% 25 25 25 Pension.. 1 71 *.7 71 * .71 71 * .71 VBCati on. 1. 47 * 9 Y. 9 Y. * 9 K 9 Y. * 9 Y Annuity ............... 1.63 *10% 10 Y. *10 % 10 Y. *10 Y. Apprentice Training... .01 .01 .01 .01 .01 .01 Listed supplements apply to ALL classifications C )Yes C x )No. C*)Apprehtice Benefits appear 1 in second column. ------------------------------ 8-1974 WAGESCper hour) 4/01/84- 7/01/84- / / - 3/31/85 Brush. ....... * 15.77 Structural Steel...... 19.30 ' Spray, Scaffold....... 17.53 Sandblasting.......... 19.30 Bridge ................ 19.30 OVERTIME PAY: See C C, R ) on OVERTIME PAGE attached. ' PAID HOLIDAY: See C 5, 6 ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to JOUrheymeh C 1 - 5 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's Wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. SOY SOY. 65% 70% 80% 90% SUPPLEMENTAL SENEFITS:Cper hour worked) Health/Welfare........; 1.85 *1.35 Pans i on ............... 1. 20 *1. 20 Apprentice Training... .26 * .26 Vacati on.... 1. 20 * Y. Annuity.. .. - 1.65 * = Y. Other CLagal)........ .10 * .10 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C - ) C - ) C - ). Listed supplements apply to ALL classifications C x )Yes C )No. C*) Apprentice Supplements appear in second column. 4-1466 H- 21 I II 1 1 1 1 1 1 1 1 1 1 1 State of New York Departmant of Labor PREVAILING RATE SCHEDULE C * 3S6e NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY PLUMBER WAGESCper hour) 7/01/84- 1/01/85 12/31/84 6/30/85 P I umber .............. ; 18. 75 19. 50 OVERTIME PAY: See C ) On OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to JOurhQymQh C 1 - 5 ) APPRENTICES: C 1 ) year terms at the following wage. 1ST. 2ND. 3RD. 4TH. a.44 9.38 12.19 13.13 for 7/01/84 to 12/31/84 8.78 9.75 12.158 13. 65 for 1/01/85 to 6/30/85 SUPPLEMENTAL SENEFITS:Cper hour worked) *1st yr *1st yr Health/Welfare........; 1.35 * ,83 1.35 *1.83 Pons i on. 2. 71 :R 1. 74 2.9 *1. 89 Apprentice Traihing... 37 * 24 .37 * 24 Vacation....... , ....... 1.30 * 75 1. 30 * .75 Annuity .............. .71 * .36 .71 * .36 Listed supplQmQhts apply to ALL classifications C )Yes C x )No. * Apprentice Clst year) supplamehts appear in second column. 4-775 Page 11 STEAMFITTER/SPRINKLER FITTER WAGESCper hour) 7/01/84- 12/26/84- 6/26/85- 1/01/86 12/25/84 6/25/85 12/31/85 6/24/86 Steam Fitter.......... ; 20.82 21.52 22.22 23.02 Spri nk I err Fitter...... 20.82 21.52 22.22 23.02 OVERTIME PAY: See C ) On OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 3 ) APPRENTICES: C 1/2 ) year terms at the following pQrcQntage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 40% 45% 50% 55% 60% 65% 75% 80% SUPPLEMENTAL BENEFITS:(pQr hour worked) Health/Welfare........; 1.50 * = % 1.50 * = % 1.50 * = Y 1.50 * = % Pension ............... 1.18 * = Y 1.18 * = % 1.18 * = Y. 1.18 * = % Security Fund......... 2.50 * = % 2. 50 * = A 2.50 * = Y. 2. SO * = % Training Fund......... .07 * .07 .07 * .07 .07 * .07 .07 * .07 Vacation .............. 1. 75 * = % 1.75 * = % 1.75 * = % 1.75 * = Y Listed supplements apply to ALL classifications C )Yes C x )NO. * Apprentice supplements appear in second column. 8-638s/s ROOFER WAGES(per hour) 4/01/84- 10/01/84- / / - 9/30/84 Roofer ............... ; 14.99 Wato"proof er........... 14.99 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Journeymen C 1 - 6 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 60% 65% 70% 75% 80% 90% SUPPLEMENTAL BENEFITS:(per hour, worked) Health/Welfare........; 2.13 * • Y. Pehs i on.. .... ..... 2. 24 * = Y Apprentice Training... .03 * .03 Vacation .............. 2.50 Annuity ............... 1.48 Listed supplements apply to ALL classifications C )Yes C x )No. * Apprentice supplements appear in second column. 4-154 H- 22 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 State of New York Departmeht of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Publie Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 12 SHEETMETAL WORKER WAGESCpar hour) 1/01/84- 8/02/84 - 8/01/84 1/30/85 Sheetmotal Worker.... i 19,21 20.15 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) oh HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymen C 1 - 4 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. 40% 45% 50% SS% 60% 65Y. 76% 80% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........= 1.75 *='s % 1.752 *='s% Pension... 2.08 *■'s % 2.08 *='s% Suppl.Unemploy.Benefit .11 *='s % .11 *■'s% Apprentice Training... .16 *-'s % .66 *='s% Vacation .............. 1.50 *='s % 1.501 *='s% Annuity ............... 2.00 *■'s % 2.00 *='s% Education Fund........ -. -- .12 *='s% Listed supplements apply to ALL classifications C )yes ( x )No. * Apprentice supplements appear in second column. 8-28 WELDER Welder To be paid the rate of the mechanic performing the work. TEAMSTER Truck DriverCBuilding and Heavy/Highway): GROUP 1: Chauffeur and Excavation. GROUP 2: Euclid and Turnapull type trucks. WAGES(par hour) 7/01/84- 7/01/85 - 7/01/86 6/30/85 6/30/86 6/30/87 Truck Driver (Building and Heavy/Highway): Excavation operations 14.725 15.22S 15. 72S Euclid type......... 15.125 15.625 16.125 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 2.35 2.65 3.00 Annuity ............... 2.1125 2.7425 3.3125 Listed supplements apply to ALL classifications C )Yes C x )No. C * )Appropriate supplemental benefits listed in second column. W- 23 B-282hsh 1 11 tate of New York DeSpartment of Labor i! PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 13 1 1 1 1 1 1 1 Listed supplemehts apply to ALL Classifications C x )Yes C )No. 8-230 TREE TRIMMER SIGN ERECTOR ' WAGESCper hour) 7/01/84- 3/01/85- - 2/28/85 10/31/85 TreeTrimmer: Sigh Erector......... g 15. 35 16. 00 OVERTIME PAY: See C ) on OVERTIME PAGE attached. Trim,ar-T 7 Cstart)... i PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. •• -T 6after 6 mo. ALLOWABLE RATIO: ApprenticeCs) to Jourheymen C 1 - 1 ) C 1 - 4 ) •• -T 5 12 mo. APPRENTICES: C 1/2 ) year terms at the following perCohtage 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 9TH 10TH of Journeyman's wage. '• -T 4 18 mo. 40% 45% 50% SS% 60% 65% 70% 75% 85% BSY. '• -T 3 24 mo. SUPPLEMENTAL SENEFITS:Cper hour worked) •' -T 2 30mo. is* Yr 1st Yr '• -T 1 36 mo. Health/Welfare..:ee::ei 7 % * 46 7 Y. * 46 LocaI Pension.. 8 % * 2 % 8 % * 2 Y. Driver,Groundsman-12mo. Nat i Oha I Pens I On.. .27 * .27 .30 * .30 -6m o.. Apprentice Training.. .07 * .07 07 * 07 '• •• Cstat- Vacation .............. 6 % * 2 % 6 % * 2 % OVERTIME PAY: See C Annuity ............... 1.43 * -. -- 1.57 *-. -- ' Other ................. Emp.S.S. *EmpSS EmpSS *EmpSS Listed supplemehts apply to ALL classifications C x )Yes C )No. ALLOWABLE RATIO: ApprenticeCs) * Apprehtice supplemehts appear in second column. 8-137 ' HIGHWAY STRIPER WAGESCpar hour) 4/01/84- 4/01/85- - Contr.Provide H. 8 W. + $10,000 Life 3/31/85 Annuity ............... .35 PaihterCStriping-Highway etc.): Holidays .............. C12 paid). Striping -Machine Oper.* 11.90 Vacation -after 15 mo./l weak. -after 30 mo./2 weeks. -after •' He I per......... 10. 50 Linermah.............. 12.25 Listed supplemehts apply to ALL classifications C x )Yes C OVERTIME PAY: See C B, F, S ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea C 5, 6, 8, 10, 11, 12, 15, 16 ) On HOLIDAY PAGE attached. ALLOWABLE RAT ZO:OApprenticacS to Journeymen C - ) C - SUPPLEMENTAL BENEFITS:Cper hour worked) ) C - ). ' Health/Welfare.. .* 8 % Pans On. 4 Vacation . . . . . . . . . . . . . . 7 % 1 1 1 1 1 1 1 Listed supplemehts apply to ALL Classifications C x )Yes C )No. 8-230 TREE TRIMMER WAGES(par hour) 10/1/83- 10/01/84- / / - 9/30/84 TreeTrimmer: Trim,ar-T 7 Cstart)... i 7. SS •• -T 6after 6 mo. 8.32 •• -T 5 12 mo. 8. 54 '• -T 4 18 mo. 8.93 '• -T 3 24 mo. 9. 70 •' -T 2 30mo. 10, 14 '• -T 1 36 mo. 11. S6 Driver,Groundsman-12mo. 9.S3 -6m o.. 8. 72 '• •• Cstat- 8. 32 OVERTIME PAY: See C ) On OVERTIME PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Jourheymen C - ) C - ) C - ) SUPPLEMENTAL BENEFITS: Cper hour worked) Health/welfare........ $ Contr.Provide H. 8 W. + $10,000 Life Ins. Annuity ............... .35 Holidays .............. C12 paid). Vacation -after 15 mo./l weak. -after 30 mo./2 weeks. -after 10yrs/3 weeeks. Listed supplemehts apply to ALL classifications C x )Yes C )No. 4-1049t H 24 State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 14 SURVEY CREW CHIGHWAY 8 HEAVY) WAGES:(per hour) 7/15/83- 7/01/84- - 6/30/84 Survey Rates-Heavy/Hiway: Party Chief......... 15.99 Instrument Man...... 14.04 ' Rodman/Chainman..... 12.77 OVERTIME PAY: See ( ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C - ) C - ) C - ). ' SUPPLEMENTAL BENEFITS: CPer hour worked) Health/Welfare.. .; .90 Pension... 70 Apprentice Training... .05 V a C 8t l O n . . . . . . . . . . . . . 1 . 0 0 Annuity ............... 3.00 Listed supplements apply to ALL classifications C x )Yes C )No. 8-150ns DRILLING WAGESCpar hour) 10/17/83- / / - 10/16/84 Core Drilling: Driller............ ; 12.455 " He l per.......... 10.795 OVERTIME PAY: See ( ) on OVERTIME PAGE attached. PAID HOLIDAYS: See ( ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C - ) C - ) C - ) SUPPLEMENTAL SENEFITS:(per hour workeA3 Health/Welfare........; 1.29 Pension ............... .90 Vacation .............. .19 Listed supplements apply to ALL classifications C x )Yes ------------------------------ C )No. 8-1536 WAGESCper hour) 8/01/83- 8/01/84- / / - 7/31/84 7/31/85 Well Driller: Drit ler......... i 15. 10 1. 00 'fHe I per.. 13.10 144. 00 OVERTIME PAY: See C P ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 5, 6, 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 - 1 ) C 1 - 6 ) SUPPLEMENTAL SENEFITS:Cpar hour worked) Health/Welfare.. .; 9 Y. 9 Y Pens i on.. 2.7S 2.75 Holiday Fund.......... .46 .46 ' Listed supplements apply to ALL classifications C x )Yes C )No. 4-138well I H-,25 PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Oepartment of Labor pBureauWof 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 15 WAGESCper hour) 7/01/84- 7/01/85- 7/01/86- 6/30/85 6/30/86 6/30/87 BUILDING: HoistCMultiple Platform) 21.60 22.60 23.60 Lead Engineer 20.205 21.20S 22.205 HoistCTandem Platform 19.98 20.98 21.98 Tower Crane(Engineer) 19.56 20.56 21.56 ' SideBoom TractorCUsed in tank work) 19.265 20.265 21.265 Scoop, C8rry-811, Scraper in tandem 19.18 20.18 21.18 Boom Trucks or Cranes Cused for stone setting or structural steel) 19. 13 20. 13 21. 13 CMI or Maxim Spreader, Concrete Spreader, Derrick, Sideboom Tractor 19.105 20.105 21.105 Tank Work 19,03 20.03 21.03 Hoist, 2 Drum, Hoist, 3 Drum 18.98 19.98 20.98 Ba ckhoe,Oregline, Gradall, Pile Driver, Shovel 19. 005 20.005 21.005 Elevator, Fork Lift, Hoist, 1 Drum 18.93 19.93 20.93 Batching PlantCon site of Job), Power Winch(used for stone or steel), Power Winch (Truck Mounted -used for stone or steel), PUMP, Concrete 18.90S 19.90S 20.90S Dredge 18.88 19. 88 20.88 Roller, Trench Machine 18.805 19.805 20.805 Welding Machine, Structural Steel ' 18.78 19.78 20.78 Boom Truck, Crone, Crawler or Truck, ConVeYorCMulti), Plant Engineer, Stone Spreader CSelf-Propelled) 18.755 19.755 20.755 Asphalt Spreader 18, 73 19.73 Fork LiftCWalk Behind, Power Operated) 20. 73 18.72 19.72 20.72 CompressorCStructural Steel) 18.705 19.705 20.705 Boiler, Bulldozer, CompressorCon Crane), CompressorCPile Work), CompressorCstone setting), ' Concrete Breaker, Conveyor, Generator -Pile Work, Loading MachineCFront End), Maintenance Engineer,Powerhouse, Power WinchCused for other than stone or steel), Power Winch, Truck MountedCused for other than stone or steel, Pulvi-Mixer,PumpCDble Action Diaphragm), PumpsCGypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point), Welding and Burning, Welding Machine (Pile Work) 18. 555 19. 555 20. SSS Curb Machih*CAspheit or Concrete), Curing Machine, PuMpCSubmersible), Maintenance Man 18.50 19. SO 20. 50 Grader 18.33 19.33 20.33 Compressor, CoMpressor(2 or More in battery), Genarator, Mulch Machine, Pin Puller, Portable Heaters, PumpC4 inches or over), Track TamperC2 Engineers,Each), Welding Machine ' 18.305 19.30S 20.305 St!pin g Machi no 18. 23 19. 23 20. 23 BuildozerCused for excavation), Fireman, Loading Machine, Powerbroom, Vac -All 18. 18 19. 18 20. 18 Concrete Saw or Cutter, MixerCwith Skip), Mixer(2 Small with or without Skip), PumpCUp to 3 inches),Tractor,Craterpillar or Wheel, ' 17.80S 18.1305 19.805 Scoop(Carry-All Scraper) 18.18 19.18 20.18 Hydra Hammer, Ridge Cutter 17.72 18.72 19.72 Bending Machine, Dinky Locomotive, Generator(Small3, VibratorCl to 5), 17.555 18. 555 19. 555 Power Buggies 17.43 18.43 19.43 Stump Chipper and Oi I er 17.205 18. 205 19. 205 Mechanical CompactorCHand Operated), Trench Machine(Hend) 17. 18 18. 18 19. 18 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprentice(s) to Journeymen C 1 - 1 ) C 1 - 6 ) SUPPLEMENTAL SENEFITS:(per hour worked) Hea I th/We I fare....... $ 1.77 1.77 1.77 Pens i Oh- ............. 2. 75 2. 75 2. 75 Supp.Unempl.6enefit.. .20 .20 .20 Apprentice Training.. .25 .25 .25 Annuity .............. 1.00 1.00 1.00 Other ................ 20 20 Listed supplements apply to ALL classifications C )Yes ---------------------------- 20 -C )No. 4-138b H-26 1 State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Case Number Bureau of Public Work 8500128 20 - 1/01/85 SUFFOLK COUNTY Page 16 Operating Engineer Ccoht) WAGESCper hour) 7/01/84- 7/01/85- 7/01/86- 6/30/85 6/30/86 6/30/87 HEAVY / HIGHWAY: Lead Engineer 20.a3 21.83 22.83 ' ScoopCCaPry-AII,Scraper in Tandem) -Tower CraneCEngineer), 19.35S 20. 355 21.355 Bachoe, CrraneCStone Setting)„ CraneCStruCtural Steel), Dragline, Gradall, Pilo Driver, Road Paver, Shovel 19. 10 20. 10 21. 10 Batching PlantCon site of ,Job), CPaneCon Barge), Sideboom Tractor used in tank work), ' Tank Work 18.95S 19.955 20,953 HoistC3 Drum), Power WinchCTruck Mounted -used for stone or steel). Power. WihchCused for stone setting and/or structural steel),Trehch Machine 18.94S 19.945 20.94S Asphalt Spreader,Boom Truck,Boring MachineCother than Post Holes). CMI or Maxim Spreader, CraheCCrawler or Truck), Concrete Spreader, Conveyor, Multi, Plant Engineer, Sideboom Tractor, Stone SpreaderCself propelled) 18.73 19.73 20.73 Boring Machine, Post Holes 18.67 19.67 20.67 CompressorCStone Setting).Compressor(Structural Steel), Welding MachineCstructural steel) 18.615 19.615 20. 615 Dredge 18.565 19. 565 20. 615 Work Boat 18. 555 19. 555 20. 555 COmpreSSOPCOh Crane), COmpressor(Pile Work), Generator -Pile Work, Hoist.2 Drum, Loading MachineCFront-End), Powerhouse, Power Wihch(Truck Mounted -used for other than stone Or steel),Powar WinchCother than stone or struct.steel),Welding MaChihe,Pile Work 18. 455 19. 455 20. 455 Mechanical Compactor, Machine Drawn, RollerCover 5 Ton) 18.27 19.27 20.27 Poi; o1 or 18. 23 19 23 20.23 e Pump, Concrete 18.19 19.. 19 20.19 Compressor(2 or more in battery 18. 15 19. 15 20.15 Grader 18. 135 19. 13S 20.135 Bulldozer, Concrete Finishing Machine, COnveyor,Curb Machine,Asphalt or Concrete, Curing Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,l Drum, LoadingMachine, MaihtehahCe MaChine,Pulvi-Mixer, PumpC4 ihches ar over), Pumps(HydrauIic, ,Jet, Submersible and Well Point), Roller(5 ton and under). Scoop,Carry-All,Scraper, Maintenance Man, Vac-AII, Welding 8 Burning 17.92 18. 92 19. 72 Generator 17.84 18.84 19.84 ' Portable Heaters 113.095 19.095 20.09S Compressor, Mulch Machine, Pin Puller, PumpCDouble Action Diaphragm),Pump-Gypsum, Pump(Single Action 1 to 33, Striping Machine, Welding Machine 17. 545 18.54S 19. 545 Powerbroom 16.97S 17.975 18.97S Concrete Saw or Cutter, Fork Lift,Walk Behihd,Power Operated, Hydra Hammer, MixerCwith Skip), Mixer(2 Small with or withour Skip), Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter 16.83 17.a3 18.73 Vibrato to 5) 16.625 17.625 18.625 Oiler, Root Cutter, Stump Chipper, Oiler, Track TamperC2 Engineers,Each), Deck Hand 16. 52 17.S2 18.52 Geherator(Small) 16.515 17.515 18.515 Bending Machine, Pump, CahtrifugalCup to 3 inches), Trench Machine(hand) 16.48 17.4a 18.48 Tractor,Caterpillar or Wheal 16.305 17.305 18.305 OVERTIME PAY: See C ) on OVERTIME PAGE attached. - PAIO HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 1 1 C 1 6 SUPPLEMENTAL BENEFITS:(per hour worked) Health/Welfare........; 1.77 1.77 1.77 Pens i on ............... 2. 75 2. 75 2. 75 Supp 1 . Uhemp 1 oy: Behef i t . 20 . 20 . 20 Apprentice Training.. .25 .25 .25 Annuity.. 1. 00 1. 00 1. 00 Other.. . 20 . 20 . 20 Listed supplements apply to ALL classifications C x )Yes C )No. 4-138h H- 27 I 1I I PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor Public Work 8500128 20 - 1/01/85 ' SUFFOLK COUNTY Page 17 t MARINE CONSTRUCTION - WAGESCpar hour) 10/01/83- 9/30/84 Hydraulic Dredge: ' Leverman. 15.46 Engineer 15.31 Maint.Engineer 15.10 Derrick Oper. 15.31 Chief Mate on Dredge 15.10 Mate 14. 19 DockHand 12.70 Oiler 13.14 Firemah 13.14 Shoremah 12.70 Boat Ceptalh 14.28 ------------------------- Tug------------------------Tug Boats: Tug Master 14.89 Tug Captain 14.28 Tug Chief Engineer 14.53 Tug Engineer 14.28 Tug Dockhand 12.84 ------------------------- Dipper and Clamsholl Dredges: Operator 15.73 Cranoman 15.31 Engineer 15. 60 Ma i ht. Ehgi hoer 15.10 Mate 14.19 Deckhand 12.84 Oiler 1314 Boat Master 12.. 70 Boat Captain 14 . OVERTIME PAY: See C B, S ) on OVERTIME PAGE attached. PAID HOLIDAY: Seo C 5, 6, 10 ) Oh HOLIDAY PAGE attached. ALLOWABLE RATIO: Appr.ehticoCs) to Journeymen C - ) C - ) C - ). 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.) ' Health/Welfaro:v e:::o9 .93 Pension.. 80 Vacation.. 7 x 4-25a WAGES(por hour) 10/01/83- / / - 9/30/84 Drill Boat: Engineer 16.70 Blaster 16.87 Driller-Welder/Mechanic 16.7171 Fireman 16.19 Oi 1 or 15.92 Helper 15.92 OVERTIME PAY: See C B, S ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6, 10 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprehtice(s) to Journeymen C - ) C - ) C - ). SUPPLEMENTAL BENEFITS: Cper hour worked) Health/Welfare.......:_ .93 Pension .............. .80 Listed supplements apply to ALL classifications C x )Yes C )No. 4-25/3 OCCUPATIONS APPLICABLE TO BUILDING AND HEAVY/HIGHWAY SCHEDULES ' H- 28 1 I II S ECT,ION COMPLIANCE WITH THE LABOR LAW AND OTHER DEPARTMENT OF LABOR REGULATIONS A. STATE REGULATIONS ' 1. The Contractor shall comply with the applicable provisions of the "Labor Law" as amended, of the State of New York. This Contract shall be void unless ' applicable sections of said Labor Law are complied with. 2. Each and every provision of law and clause required by law to be part of this Contract shall be deemed to be included herein and this Contract shall be read and enforced as though it were included herein, and, if through'mere mistake or otherwise any such provision is not included, then upon the application of either party hereto, the Contract shall forthwith be physically amended to make ' such inclusion, Specifically, Section 220-e, of the Labor Law, as so amended, prohibits in ' contracts, discrimination on account of race, creed, color, or national origin in employment of citizens Iupon public works. There may be deducted from the amount payable to the Contractor by the Ovaler under this Contract a penalty of five ($5.00) dollars for each person for each calendar day during which such person was discriminated against or intimidated ' in violation of Section 220-e.; provided, that for a second or any subsequent violation of the provisions of said paragraph, this Contract may be cancelled or terminated by the Owner and all monies due or to become due hereunder ' may be forfeited. B. FEDERAL REGULATIONS ' 1. CERTIFICATION OF NONSEGREGATED FACILITIES By the submission of this bid, the bidder, offeror, applicant, or subcontractor certifies that he does not maintain or provide for his employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated ' facilities are maintained. He.certifies further that he will not maintain or provide for his employees an segregated facilities at any of his establishments, and that he will not permit his employees to perform their services at any location, under this control, where segregated facilities are maintained. The bidder, offeror, applicant, or subcontractor agrees that a breach of this certification is a violation of the Equal Opportunity clause in this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, rest rooms and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, 1 rJ 1 C 11 Lj time clocks, lockeF 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, creed, color, or national origin, because of habit, local custom, or otherwise. He further 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 which are not exempt from the provisions of the Equal Opportunity clause; that he will retain such certifications in his files; and that he will forward the following notice to such proposed subcontractors (except where the proposed subcontractors have submitted identical certifications for specific time periods): 2. NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR CERTIFICATIONS OF NON SEGREGATED FACILITIES A certification of Nonsegregated Facilities must be submitted prior to the award of a subcontract exceeding $10,000 which is not exempt from the provisions of the Equal Opportunity clause. The certification may be submitted either for each subcontract or for all subcontracts during a period (i.e., quarterly, semiannually, or annually). NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. "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, creed, color, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, creed, color, 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 forms of 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 by the contracting officer 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, creed, color, or national origin. (3) The contractor will send to each labor union or representative of workers with which.h'e has a collective bargaining agreement or other contract or understanding, a notice to be provided by the agency contracting officer, advising the labor union or workers' representative of the contractor's commitments under Section 202 of Executive Order No. 11245 of September 24, 1965, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. u 1 1 F L Cl 1 mu (4) The contractor will comply with all provisions of Executive Order No. 11246 of September 240, 19651 and of the rules, and regulations, and relevant orders of the Secretary of Labor. (5) The contractor will furnish all information and reports required by Executive Order No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the contracting agency and the Secretary 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 such 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 in accordance with procedures authorized in Executive Order No. 11245 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order No. 1.1246 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 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 No. 11246 of 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 contracting agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, that in the event the contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a resylt of such direction by the contracting agency, the contractor may request :the United States to enter into such litigation to protest the interests of the United States." 3. FEDERAL .PROCUREMENT REGULATIONS EQUAL OPPORTUNITY IN EMPLOYMENT 1-12.805-4 Reports and Other Required Information (a) Requirements for prime contractors and subcontractors. (1) Each agency shall require each prime contractor and each prime contractor and subcontractor shall cause its subcontractors to file annually, on or before March 31, complete and accurate reports on Standard Form 100 (EEO -1) promulgated jointly by the Office of Federal Contract Compliance, the Equal Employment Opportunity Commission, and Plans for Progress, or on such form as may hereafter be promulgated in its place, if such prime contractor or subcontractor (i) is not exempt from the provisions of this Subpart 1-12.8 in accordance with 1-12.804; (ii) has 50 or more employees; (iii) is a prime contractor or first-tier subcontractor; and (iv) has a contract, 1-3 1 1 C 1 sub -contract, or purchase order amounting to $50,000 or more, or serves as a depositary of Government funds in any amount, or is a financial institution which is an issuing and paying agent for U.S. savings bonds and savings notes: Provided, That any subcontractor below the first tier which performs construction work at the site of construction shall be required, to file such a report if it meets the requirements in subdivisions (i), (ii), and (iv) of this paragraph (a) (1)- (2) Each person required by subparagraph (1) of this paragraph to submit reports shall file such a report with the contracting or administer- ing agency within 30 days after the award to him of a contract or subcontract, unless such person has submitted such a report within 12 months preceding the date of the award. Subsequent reports shall be submitted annually in accordance with subparagraph (1) of this paragraph, or at such other intervals as the agency or the Director may require. The agency, with the approval of the Director, may extend the time for filing any report. (3) The Director, the agency, or the applicant, on their own motions, may require a prime contractor to keep employment or other records and to furnish in the, form requested, within reasonable limits, such information as the Director, agency, or the applicant deems necessary for the administration of the Order. (4) The failure to file timely, 'complete, and accurate reports, as re- quired, constitutes noncompliance with the prime contractor's or subcontractor's obligations under the equal Opportunity clause and is a ground for the imposition by the agency, the Director, an applicant, prime contractor or subcontractor, of any sanctions authorized by the Order and the regulations in this subpart: Any. such failure shall be reported in writing to the Director by the agency as soon as practicable after it occurs. 1-12.805.4 Reports and Other Required Information b. Requirements for bidders or prospective contractors. (1) Each agency shall require each bidderor prospective prime contractor and proposed subcontractor, where appropriate, to state in the bid or at the outset of negotiations for the contract whether it has parti- cipated in any previous contract or subcontract subject to the Equal Opportunity clause; and, if so, whether it has filed with the Joint Reporting Committee, the Director, an agency, or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filing requirements. The statement shall be in the form of a representation by the bidder or offeror sub- stantially as follows: 1-4 "The bidder (or offeror) represents that he ( ) has, ( ) has not, participated in a previous contract or subcontract subject to the Equal Opportunity clause herein, or the clause originally con- tained in section 301 of Executive Order No. 10925, or the clause contained in section 201 of Executive Order No. 11114; that he ( ) has, ( )has not, filed all required compliance reports; and that representations indicating submission of required compliance reports, signed by proposed subcontractors will be obtained prior to sub- contract awards." (The above representation need not be submitted in connection with contracts or subcontracts which are exempt from the clause.) When a bidder or offeror fails to execute the representation, the omission shall be considered a minor informality and the bidder or offeror shall be permitted to satisfy the requirement prior to award. (2) In any.case in which a bidder or prospective prime contractor or proposed subcontractor, which participated in a previous contract or subcontract subject to Executive Orders No. 10925, 11114, or 11246, has not filed a report due under the applicable filing requirements, no contract or subcontract shall be awarded, unless such contractor submits a report covering the delinquent period or such other period specified by the agency or the Director. (3) A bidder or prospective prime contractor or proposed subcontractor shall be required to submit such information as the agency or the Director requests prior to the award of the contract or subcontract. When a determination has been made to award the contract or sub- contract to a specific contractor, such contractor shall be required, prior to award, or after the award, or both, to furnish such other information as the agency, the applicant, or the Director requests. (c) Uses of Reports. Reports filed pursuant to this 1-12.805-4 shall be used only in connection with the administration of the Order, the Civil Rights Act of 1964, or in furtherance of the purposes of the Order and said Act. (d) Acquisition of Report Forms. Standard Form 100 is available in all GSA supply depots. Copies of the form may be obtained from GSA through the contracting or administering agency. The stock number for the form is as follows: Standard 1 Form No. Stock Number Title 1 100 7540-926-2049 Equal employment opportunity employer information report. 1 1 1 1 1 1-12.805.4 PROCUREMENT STANDARDS A. All Contracts and Subgrants for construction or repair shall include a provision for compliancewith the Copeland "Anti - Kick Back" Act (18 U.S.C. 874) as supplemented in Department of Labor Regulations (29 CFR, Part 3). This Act provides that each Contractor or Subgrantee shall be prohibited from inducing, by any means,.any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. The Grantee shall report all suspected or reported violations to the Grantor Agency. B. Where applicable, all Contracts awarded by Grantees and Sub - grantees in excess of $2,000 for construction contracts and in excess of $2,500 for other contracts which involve the em- ployment of mechanics or laborers shall include a provision for compliance with Sections 103 and 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327-330) as supplemented by Department of Labor Regulations (29 CFR, Part 5). Under Section 103 of the Act, each Contractor shall be required to compute the wages of every mechanic and laborer on the basis of a standard work day of 8 hours and a standard work week of 40 hours. Work in excess of the standard workday or workweek is permissible provided that the worker is compensated at a rate of not less than 1-1/2 times the basic rate of pay for all hours worked in excess of 8 hours in any calendar day or 40 hours in the work week. Section 107 of the Act is applicable to construction work and provides that no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction, safety, and health standards promulgated by the Secretary of Labor. These requirements do not apply to the purchases of supplies or materials orarticles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. C. Each Contract of an amount in excess of $2,500 awarded by a Grantee or Subgrantee shall provide that the recipient will comply with applicable regulations and standards of the Cost Living Council in establishing wages and prices. The provision shall advise the recipient that submission of a Bid or offer or the submittal of an invoice or voucher for property, goods, or services furnished under a contract or agreement with the Grantee shall constitute a certification by him that amounts to be paid do not exceed maximum allowable levels authorized by the Cost of Living Council regulations or standards. Violations shall be reported to the Grantor Agency and the local Internal Revenue Service field office. 1-6 D. Contracts and Subgrants of amounts in excess of $100,00 shall contain a provision- which requires the recipient to agree to comply with all applicable standards, orders, or regulations issued pursuant to the Clean Air Act of 1970. Violations shall be reported to the Grantor Agency and the Regional Office of the Environmental Protection Agency. E. Contracts shall contain such contractual provisions or conditions which will allow for administrative, contractual, or legal remedies in instances where contractors violate or breach contracts terms, and provide for such sanctions and penalties as may be appropriate. F. All contracts, amounts for which are in excess of $2,500, shall contain suitable provisions for termination by the grantee including the manner by which it will be effected 1 and the basis for settlement. In addition, such contracts shall describe conditions under which the contract may be terminated for default as well as conditions where the contract may be terminated because of circumstances beyond the control of the contractor. 1 G. In all contracts for construction or facility improvement awarded in excess of $100,006, grantees shall observe the bonding requirements provided in Attachment B to this JS Circular. 1 1 1 1-7 H. All contracts and subgrants in excess of $10,000 shall in- clude provisions for compliance with Executive Order No. 11246, entitled, "Equal Employment Opportunity," as supplemented in Department of Labor Regulations (41 CFR, Part 60). Each contractor or subgrantee_ shall be required to have an affirmative action plan which declares that it does not discriminate on the basis of race, color, religion, creed, national origin, sex, and age and which specifies goals and target dates to assure the implementation of that plan. The grantee shall establish procedures to assure compliance with this requirement by contractors or subgrantees and to assure that suspected or reported violations are promptly investigated. 1 1 1 1-7 (b) That no contractor, subcontractor, nor any person on his behalf shall, in any manner, discriminate against or intimidate any employee hired for the performance of work under this contract on account of race, creed, color or national origin. (Your attention is directed to the provisions of the State Law against Discrimination which also prohibit discrimination in employment because of age); 1 1-8 COMPLIANCE WITH PROVISIONS OF THE LABOR LAW Pursuant to Article 8 of the Labor Law, the contractor's attention is directed to the following requirements: 1. Section 220.2 which requires a stipulation that no laborer; workman or mechanic in the employ of the contractor, subcontractor or other person doing or contract- ing 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 emergencies set forth in the Labor Law. 2. Section 220.3 which requires a provision that each laborer, workman or mechanic employed by the contractor, subcontractor or other person about or upon such public work, shall be paid not less than the prevailing rate of wages and shall be provided supplements not less than the prevailing supplements as determined by the fiscal officer. 3. Section 220.37a also requires that the contractor and every subcontractor on public works contracts shall post' in a prominent and accessible place on the site i of the work a legible statement of all wage rates and supplements as specified in the contract to be paid or provided, as the case may be, for the various classes of mechanics, workingmen, or laborers employed on the work. 4. Section 220.3-e provides that apprentices will be permitted to work as such only when they are registered, individually, under a bona fide program registered 1 with the New York State Department of Labor. The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his work force on any job under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not registered as above, shall be paid the wage rate determined by the New York State Department of Labor for the classification of work he actually performed. The contractor or subcontractor will be required to furnish written evidence of the registration of his program and apprentices as well as of the appropriate ratios and wage rates, for the area of construction prior to using any apprentice on the contract work. 5. Section 220-e which requires provisions by which the contractor with the State or municipality agrees: (a) That in the hiring of employees for the performance of work under this contract or any subcontract hereunder, no contractor, subcontractor, nor any person acting on behalf of such contractor or subcontractor, shall by reason of race, creed, color 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; (b) That no contractor, subcontractor, nor any person on his behalf shall, in any manner, discriminate against or intimidate any employee hired for the performance of work under this contract on account of race, creed, color or national origin. (Your attention is directed to the provisions of the State Law against Discrimination which also prohibit discrimination in employment because of age); 1 1-8 (c) That there may be deducted from the amount payable to the contractor by the State or municipality under this contract a penalty of five dollars for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of the contract; I (d) That this contract may be cancelled or terminated by the State or municipal- ity, and all moneys due or to become due hereunder may be forfeited, for a second or any subsequent violation of the terms or conditions of this section of the contract. 6. The aforesaid provisions of Section 220-e which covers every contract for or on behalf of the State or municipality for the manufacture, sale or distribution of materials, equipment or supplies shall be limited to operations performed within the territorial limits of the State of New York. t 1 1-9 7. Section 222 which requires that preference in employment shall be given to citi- zens of the State of New York who have been residents for at least six consecutive months immediately prior to the commencement of their employment; that persons other than citizens of the State of New York may be employed when such citizens are not available; and that if the requirements of Section 222 concerning prefer- ence in employment to citizens of the State of New York are not complied with, 1 the contract shall be void. 8. Section 222-a which requires that if in the construction'of the public work a ` harmful dust hazard is created for which appliances or methods for the eliminat- tion of harmful dust hazard is created for which appliances or methods for the elimination of harmful dust have been approved by the Board of Standard Appeals, such appliances or methods shall be installed and maintained and effectively operated by the contractor; and that if the provisions of Section 222-a concerning harmful dust hazards are not complied with, the contract shall be void. OTHER REQUIREMENTS Every State contracting agency, including Public authorities, must include in each contract paragraphs (a) through (g) of the Standard State Contract clauses promulgated by the Governor on September 12, 1963 and amended November 14, 1963. Labor classifications not appearing on the accompanying schedule of wages can be used only with the consent of the department of jurisdiction and then the rate to be paid will be given by the department of jurisdiction after being advised by the New York State Department of Labor. Nunemployment The contractor shall make such provision for disability benefits, workmen's compensation, insurance, social security and safety code provisions as are required by law. t 1 1-9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 General•Rt-gulation No. 1, as issued by the State Commission for Human Rights, rQquires that each contract contains a stipulation that; "It is hereby agreed by and between the parties hereto that every contractor and subcontractor engaged in the public work described in this contract shall post and maintain at each of his establishments and at all places at which the public work described hereunder is being conducted, the Notice of the State Commission for Human Rights indicating the substantive provisions of the Law Against Discrimination, where complaints may be filed, and other pertinent information. Such Notice shall be posted in easily accessible and well lighted places customarily frequented by employees and applicants for employment." The Notice may be obtained from the department having jurisdiction, or from the office of the State Commission for Human Rights in the respective area. You are requested to refer to the Bureau of Public Work all charges of discrimination in employment including discrimination because of age, race, creed, color or national origin. 1-10 SECTION J NON-DISCRIMINATION CLAUSE During the performance of this contract, the contractor agrees as follows: a. The Contractor will not discriminate against any employee or applicant for employ- ment because of race, creed, color, or national origin, and will take affirmative action to insure that they are afforded equal employment opportunities without discrimination because of race, creed, color, or national origin. Such action shall be taken with reference, but not limited to: recruitment, employment, job assignment, promotion, upgrading, demotion, transfer, layoff or termination, 1 rates of pay or other forms of compensation, and selection for training or retrain- ing, including apprenticeship and on-the-job training. b. The Contractor will send to each labor union or representative of workers with which he has or is bound by a collective bargaining or other agreement or understanding , a notice, to be provided by the Commission of Human Rights, advising such labor union or representative "of the Contractor's agreement under clauses "a." through "h." hereinafter called "non-discrimination clauses", and requesting such labor union or representative to agree in writing, whether in such collective bargaining or other agreement or understanding or otherwise, that such labor union or representative will not discriminate against any member or applicant for membership because of race, creed, color, or national origin, and will take affirmative action to insure that they are afforded equal membership opportunities without discrimination because of race, creed, color, or national origin. Such action shall be taken with reference, but not be limited to: recruitment, employment, job assignment, promotion, upgrading, de- motion, transfer, layoff or termination, rates of pay, or other forms of compensation, and selection for training or retraining including apprenticeship and on-the-job train- ing. Such notice shall be given by the Contractor, and such written agreement shall be made by such labor union or representative, prior to the commencement of per- formances of this contract. If such labor union or representative fails or refuses so to agree in writing, the Contractor shall promptly notify the Commission for Human Rights of such failure or refusal. C. The Contractor will post and keep posted in conspicuous places, available to employees and applicants for employment, notices to be provided by the Commission for Human Rights setting forth the substance of the provisions of clauses "a." and "b." and such provisions of the State's Laws against discrimination as the Commission for Human Rights shall determine. d. The Contractor will state, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, that all qualified applicants will be afforded equal employment opportunities without discrimination because of race, creed, color, or national origin. J-1 e. The Contractor will comply with the provisions of Sections 291-299 of the Executive Law and the Civil Rights Law, will furnish all information and reports deemed neces- sary by the Commission for Human Rights under these non-discrimination clauses and such sections of the Executive Law, and will, permit access to his books, records, and accounts by the Commission for Human Rights, and Owner representatives/counsel for purposes of investigation to ascertain compliance with these non-discrimination clauses and such sections of the Executive Law and Civil Rights Law. f. This Contract may be forthwith cancelled, terminated, or suspended in whole or in part, by the contracting agency upon the basis of a finding made by the Commission of Human Rights that the Contractor has not complied with these non-discrimination clauses, and the Contractor may be declbred ineligible for future contracts made by or on behalf of the Owner/Contracting Agency until he satisfied the Commission for Human Rights that he has established and is carrying out a program in conformity with the provisions of these non-discrimination clauses. Such finding shall be made by the Commission for Human Rights after conciliation efforts by the Commission have failed to'achieve compliance with these non-discrimination clauses and after a verified com- plaint has been filed with the Commission, notice thereof has been given to the Con- tractor ,and an opportunity has been afforded him to be heard publicly before three members of the Commission. Such santions may be imposed and remedies otherwise provided by law. g. If this Contract is cancelled or terminated under clause "f.", in addition to other rights of the Owner provided in this contract upon its breach by the Contractor, the Contractor will hold the Owner harmless against any additional expenses or costs in- curred by the Owner in completing the work or in purchasing the services, materials, equipment, or supplies contemplated by this contract, and the Owner may withhold payments from the Contractor in an amount sufficient for this purpose and recourse may be had against the surety on the performance bond if necessary. h. The Contractor will include the provisions of clauses "a;', through "g." in every sub- contract or purchase order in such a manner that such provisions will be binding upon each subcontractor or vendor as to operations to be performed within jurisdictional locale of the Project being contracted by the Owner. The Contractor will take such action in enforcing such provisions of such subcontract or purchase as the Owner/ Contracting Agency may direct, including sanctions or remedies for non-compliance. If the Contractor becomes involved in or is threatened with litigation with a sub- contractor or vendor as a result of such direction by the Contracting Agency/Owner, the Contractor shall promptly so notify the Owner's representatives/counsel, requesting him to intervene and protect the interests of the Owner (Contracting Agency's jurisdictional area). J-2 SECTION K THE AMERICAN INSTITUTE OF. ARCHITECTS F • AIA Document A201 General Conditions of the Contract for Construction THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES; CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFICATION 1. CONTRACT DOCUMENTS 2.. ARCHITECT 3. OWNER 4. CONTRACTOR 5. SUBCONTRACTORS 6. WORK BY OWNER OR BY SEPARATE CONTRACTORS 7. MISCELLANEOUS PROVISIONS 1976 EDITION TABLE OF ARTICLES 8. TIME 9. PAYMENTS AND COMPLETION 10. PROTECTION OF PERSONS AND PROPERTY 11. INSURANCE 12. CHANGES IN THE WORK 13. UNCOVERING AND CORRECTION OF WORK 14. TERMINATION OF THE CONTRACT This document has been approved and endorsed by The Associated General Contractors of America. Copyright 1911, 1915, 1918, 1925, 1937, 1951, 1958, 1961, 1963, 1966, 1967, 1970, ® 1976 by The American Institute of Architects, 1735 New York Avenue, N.W., Washington, D. C. 20006. Reproduction of the material herein or substantial quotation of its pro- visions without permission of the AIA violates the copyright laws of the United States and will be subject to legal prosecution. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION - AUGUST 1976 AIAs - ® 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 1 K-1 1 1 F,11 1 Il INDEX Acceptance of Defective or Non -Conforming Work ..6.2.2, 133 Acceptance of Work ............5.4.2, 9.5.5, 9.8.1, 9.9.1, 9.9.3 Access to Work ................................2.2.5, 6.2.1 Accident Prevention ..............................2.2.4,10 Acts and Omissions ........2.2.4, 4.18.3, 7.4, 7.6.2, 8.3.1, 10.2.5 Additional Costs, Claims for ...........................12.3 Administration of the Contract ....................2.2 4.3.3 All Risk Insurance ................................11.3.1 Allowances...........................................4.8 Applications for Payment ..................2.2.6, 9.2, 9.3, 9.4, 9.5.3, 9.6.1, 9.8.2, 9.9.1, 9.9.3, 14.2.2 Approvals ...............2.2.14, 3.4, 4.3.3, 4.5, 4.12.4 through 4.12.6, 4.12.8, 4.18.3, 7.7, 9.3.2 Arbitration. ................2.2.7 through 2.2.13, 2.2.19, 6.2.5, 7.9, 8.3.1, 11.3.7, 11.3.8 ARCHITECT............................................2 Architect, Definition of.................................2.1 Architect, Extent of Authority ....2.2, 3.4, 4.12.8, 5.2, 6.3, 7.7.2, 8.1.3, 8.3.1, 9.2, 9.3.1, 9.4, 9.5.3, 9.6, 9.8, 9.9.1, 9.9.3, 12.1.1,. 12.1.4, 12.3.1, 12.4.1, 13.1, 13.2.1, 13.2.5, 14.2 Architect, Limitations of Authority and Responsibility .....2.2.2 through 2.2.4, 2.2.10 through 2.2.14, 2.2.17, 2.2.18, 4.3.3, 4.12.6, 5.2.1, 9.4.2, 9.5.4, 9.5.5, 12.4 Architect's Additional Services ..3.4, 7.7.2, 13.2.1, 13.2.5, 14.2.2 Architect's Approvals ......2.2.14, 3.4, 4.5, 4.12.6, 4.12.8, 4.18.3 Architect's Authority to Reject Work ....2.2.13, 4.5, 13.1.2, 13.2 Architect's Copyright...................................1.3 Architect's Decisions ..........2.2.7 through 2.2.13, 6.3, 7.7.2, 7.9.1, 8.3.1, 9.2, 9.4, 9.6.1, 9.8.1, 12.1.4, 12.3.1 Architect's Inspections ..............2.2.13, 2.2.16, 9.8.1, 9.9.1 Architect's Instructions ..........2.2.13, 2.2.15, 7.7.2, 12.4, 13.1 Architect's Interpretations -........ 2.2.7 through 2.2.10, 12.32 Architect's On -Site Observations ......2.2.3, 2.2.5, 2.2.6, 2.2.17, 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Architect's Project Representative ..............2.2.17, 2.2.18 Architect's Relationship with Contractor .....1.1.2, 2.2.4, 22.5, 2.2.10, 2.2.13, 4.3.3, 4.5, 4.7.3, 4.12.6, 4.18, 11.3.6 Architect's Relationship with Subcontractors ..................1.1.2, 2.2.13,_9.5.3, 9.5.4 Architect's Representations .................9.4.2, 9.6.1, 9.9.1 Artistic Effect .......................1.2.3, 2.2.11, 2.2.12, 7.9.1 Attorneys' Fees ...........................4.18.1, 6.2.5, 9.9.2 Award of Separate Contracts ..........................6.'1.1 Award of Subcontracts and Other Contracts for Portions of the Work..............................5.2 Bonds, Lien ......_. ................9.9.2 Bonds, Performance, Labor and Material Payment ....7.5, 9.9.3 Building Permit.......................................4.7 Certificate of Substantial Completion ...................9.8.1 Certificates of Inspection, Testing or Approval .........7.7.3 Certificates of Insurance .................. :....9.3.2, 11.1.4 Certificates for Payment ....2.2.6, 2.2.16, 9.4, 9.5.1, 9.5.5, 9.6.1, 9.7.1, 9.8.2, 9.9.1, 9.9.3, 12.1.4, 14.2.2 Change Orders ...........1.1.1, 22.15, 3.4, 4.8.2.3, 5.2.3, 7.7.2, 8.3.1, 9.7, 9.9.3, 11.3.1, 11.3.5, 11.3.7, 12.1, 13.1.2, 13.2.5, 13.3.1 Change Orders, Definition of ........................12.1.1 CHANGES IN THE WORK .................. 2.2.15, 4.1.1, 12 Claims for Additional Cost or Time ....8.3.2, 8.3.3, 12.2.1, 12.3 Claims for Damages ..............6.1.1, 6.25, 7.4, 8.3, 9.6.1.1 Cleaning Up .....................................4.15, 6.3 Commencement of the Work, Conditions Relating to..3.2.1, 4.2, 4.7.1, 4.10, 5.2.1, 6.2.2, 7.5, 9.2, 11.1.4, 11.3.4 Commencement of the Work, Definition of .............8.1.2 Communications .....................2.2.2, 3.2.6, 4.9.1, 4.16 Completion, Conditions Relating to ...2.2.16, 4.11, 4.15, 9.4.2, 9.9, 13.2.2 COMPLETION, PAYMENTS AND ..........................9 Completion, Substantial ....2.2.16, 8.1.1, 8.1.3, 8.2.2, 9.8, 13.2.2 Compliance with Laws ................1.3, 2.1.1, 4.6, 4.7, 4.13, 7.1: 7.7, 10.2.2, 14 Concealed Conditions ........... ....12.2 Consent, Written ... 2.2.18,4.14.2,7.2,7.6.2,9.8.1,9.9.2,9.9.3,11.3.9 Contract, Definition of ................................1.1.2 Contract Administration ..........................2.2, 4.3.3 Contract Award and Execution, Conditions Relating to .........4.7.1, 4.10, 5.2, 7.5, 9.2, 11.1.4, 11.3.4 CONTRACT DOCUMENTS...............................1 Contract Documents, Copies Furnished and Use of ...............1.3, 3.25, 5.3 Contract Documents, Definition of .....................1.1.1 Contract Sum, Definition of ...........................9.1.1 Contract Termination...................................14 Contract Time, Definition of ..........................8.1.1 CONTRACTOR..........................................4 Contractor, Definition of ..................•........4.1, 6.1.2 Contractor's Employees ......4.3.2, 4.4.2, 4.8.1, 4.9, 4.18, 10.2.1 through 10.2.4, 10.2.6, 10.3, 11.1.1 Contractor's Liability Insurance ....................:...11.1 Contractor's Relationship with Separate Contractors and Owner's Forces .....:...3.2.7,6 Contractor's Relationship with Subcontractors .........1.2.4, 5.2, 5.3, 9.5.2, 11.3.3, 11.3.6 Contractor's Relationship with the Architect ........1.1.2, 12.4, 2.2.5, 2.2.10, 2.2.13, 4.3.3, 4.5, 4.7.3, 4.12.6, 4.18,11.3.6 Contractor's Representations ............1.2.2, 4.5, 4.12.5, 9.33 Contractor's Responsibility for Those Performing the Work ...............4.3.2, 4.18, 10 Contractor's Review of Contract Documents ....1.2.2, 4.2, 4.73 Contractor's Right to Stop the Work .....................9.7 Contractor's Right to Terminate the Contract ............14.1 Contractor's Submittals ...............2.2.14, 4.10, 4.12, 5.2.1, 5.2.3, 9.2, 9.3.1, 9.8.1, 9.9.2, 9.9.3 Contractor's Superintendent ......................4.9, 10.2.6 Contractor's Supervision and Construction Procedures ..........1.2.4, 2.2.4, 4.3, 4.4, 10 Contractual Liability Insurance ........................11.13 Coordination and Correlation ..1.2.2, 1.2.4, 4.3.1, 4.10.1, 4.12.5, 6.1.3, 6.2.1 Copies Furnished of Drawings and Specifications ..1.3, 3.2.5, 5.3 Correction of Work .....................3.3, 3.4, 10.2.5, 13.2 Cost, Definition of ..................................12.1.4 Costs ......3.4, 4.8.2, 4.15.2, 5.2.3, 6.1.1, 6.2.3, 6.2.5, 6.3, 7.7.1, 7.7.2, 9.7,11.3.1, 11.3.5,12.1.3,12.1.4,12.3,13.1.2,13.2,14 Cutting and Patching of Work ......................4.14, 6.2 Damage to the Work ................6.2.4, 6.2.5, 9.6.1.5, 9.8.1, 10.2.1.2, 10.3, 11.3, 13.2.6 Damages, Claims for ............6.1.1, 62.5, 7.4, 8.3.4, 9.6.12 Damages for Delay ..........................6.1.1, 8.3.4, 9.7 Day, Definition of ....................................8.1.4 AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION - AUGUST 1976 2 A201-1976 AIAO - p 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 K-2 . J U I I A I I I I I I I Decisions of the Architect ......2.2.9 through 2.2.12, 6.3, 7.7.2, 7.9.1, 8.3.1, 9.2, 9.4, 9.6.1, 9.8.1, 12.1.4, 12.3.1, 14.2.1 Defective or Non -Conforming Work, Acceptance, Rejection and Correction of ....2.2.3, 2.2.13, 3.3, 3.4, 4.5, 6.2.2, 6.2.3, 9.6.1.1, 9.9.4.2, 13 Definitions ........1.1, 2.1, 3.1, 4.1, 4.12.1 through 4.12.3, 5.1, 6.12, 8.1, 9.1.1, 12.1.1, 12.1.4 Delays and Extensions of Time ..........................8.3 Disputes .................2.2.9, 2.2.12, 2.2.19, 6.2.5, 6.3, 7.9.1 Documents and Samples at the Site .....................4.11 Drawings and Specifications, Use and I Ownership of ......................1.1.1, 1.3, 3.2.5, 5.3 Emergencies .......................................... 10.3. Employees, Contractor's .....4.3.2, 4.4.2, 4.8.1, 4.9, 4.18, 10.2.1 through 10.2.4, 10.2.6, 10.3, 11.1.1 Equipment, Labor, Materials and ....1.1.3, 4A, 4.5, 4.12, 4.13, 4.15.1, 6.2.1, 9.3.2, 9.3.3, 11.3, 13.2.2, 13.2.5, 14 Execution. and Progress of the Work ....1.1.3, 1.2.3, 2.2.3, 2.2.4, 2.2.8, 4.2, 4.4.1, 4.5, 6.2.2, 7.9.3, 8.2, 8.3, 9.6.1, 10.2.3, 10.2.4, 142 Execution, Correlation and Intent of the Contract Documents .........................1.2, 4.7.1 Extensions of Time ................................8.3, 12.1 Failure of Payment by Owner ...................... 9.7,14.1 Failure of Payment of Subcontractors ..9.5.2, 9.6.1.3, 9.9.2, 14.2.1 Final Completion and Final Payment ..2.2.12, 2.2.16, 9.9, 13.3.1 Financial Arrangements, Owner's ......................3.2.1 Fire and Extended Coverage Insurance ................113.1 Governing Law .......................................7.1 Guarantees (See Warranty and Warranties) ........22.16, 4.5, 9.3.3, 9.8.1, 9.9.4, 13.2.2 Indemnification .......................4.17, 4.18, 6.2.5, 9.9.2 Identification of Contract Documents ..................12.1 Identification of Subcontractors and Suppliers ...........52.1 Information and Services Required of the Owner ........32, 6, 9,112,113 Inspections ...............22.13, 2.2.16, 4.3.3, 7.7, 9.8.1, 9.9.1 Instructions to Bidders ............................1.1.1, 75 Instructions to the Contractor ..........2.2.2, 3.2.6, 4.8.1, 7.7.2, 12.1.2, 12.1.4 INSURANCE ......................................9.8.1, 11 Insurance, Contractor's Liability .:......................11.1 Insurance, Loss of Use ................................11.4 Insurance, Owner's Liability ...........................112 Insurance, Property ..........................:........113 Insurance, Stored Materials ..................... 9.3.2, 113.1 Insurance Companies, Consent to Partial Occupancy ....11.3.9 Insurance Companies, Settlement With ................11.3.8 Intent of the Contract Documents ...1.2.3, 22.10, 2.2.13, 2.2.14,12.4 Interest ..............................................7.8 Interpretations, Written .........1.1.1, 2.2.7, 2.2.8, 22.10, 12A Labor and Materials, Equipment ..1.1.3, 4.4, 4.5, 4.12, 4.13, 4.15.1, 6.2.1, 9.32, 9.33, 11.3, 13.2.2, 13.25, 14 Labor and Material Payment Bond ......................75 Labor Disputes ......................................8.3.1 Laws and Regulations ..............1.3, 2.1., 4.6, 4.7, 4.13, 7.1, 7.7, 10.2.2, 14 Liens .......................... ........9.3.3, 9.9.2, 9.9A.1 Limitations of Authority .....222, 2.2.17, 2.2.18, 11.3.8, 12.4.1 Limitations of Liability ......22.10, 2.2.13, 2.2.14, 3.3, 4.2, 4.7.3, 4.12.6, 4.17, 4.18.3, 6.2.2, 7.6.2,9.4-2, 9.9.4, 9.9.5, 10.2.5, 11-1.2, 11-3.6 Limitations of Time, General .....2.2.8, 2.2.14, 3.2.4, 4.2, 473, 4.12.4, 4.15, 5.2.1, 5.2.3, 7.4, 7.7, 8.2, 9.5.2, 5.6, 9.8, 9.9, 11.3.4, 12.1.4, 12.4, 13.2.1, 13.2.2,13a_S Limitations of Time, Specific ............ 2.2.8, 2.2.12, 3.2.1, 2.4, 4.10,53,6.2.2,7.9.2,8.2,8.3.2,8.3.3,9.2,9.3.1,9.4.1,4:_1, 9.7, 11.1.4, 11.3.1, 11.3.8,11.3.9,12.2,12.3,122-2, . 13..2..5, 13.2.7, 14.1, 142-1 Limitations, Statutes of ................. 7.9.2, 13.2.2,13-2-7 Loss , of Use Insurance .................................11.4 Materials, Labor, Equipment and ...:..1.1.3, 4.4, 4.5, 4.12, 4.13, 4.15.1, 6.2.1, 9.3.2, 9.33, 11.3.1, 13-2.2, 13.2-5, 14 Materials Suppliers ........................4.12.1, 5.2.1. 53.3 Means, Methods, Techniques, Sequences and Procedures of Construction .............2.2.4, 4.3.1, 9A2 Minor Changes in the Work ................1.1.1, 2.2.15s 12.4 MISCELLANEOUS PROVISIONS ...........................7 Modifications, Definition of ...........................1.1.1 Modifications to the Contract ........1.1.1, 1.1.2, 2.2-2,22-18, 4.7.3, 7.93.12 Mutual Responsibility ..................................63 Non -Conforming Work, Acceptance of Defective or .....133.1 Notice, Written ..........2.2.8, 2.2.12, 3.4, 42, 4.7.3, 4.7.4, 4.9, 4.12.6, 4.12.7, 4.17, 5.2.1, 7.3, 7.4, 7.7, 7.9.2, 8.1 2, 632, 8.3.3, 9.4.1, 9.6.1, 9.7, 9.9.1, 9.9.5, 10.2.6,.11.1.4,11-3.1, 11.3.4, 113.5, 11.3.7,11.3.8,-12.2,12.3, 13.2.2,13.2-5,14 Notices, Permits, Fees and ........................ 4.7,1C.2_2 Notice of Testing and Inspections ....................... 7.7 Notice to Proceed .... " E-1.2 Observations, Architect's On -Site 2'.'2* 3',' 7'.*7*1',* 7'.YA*,'9A.2 Observations, Contractors ..................1.2.2, 4.2-1,4.7.3 Occupancy ..............................8.1.3, 9.55,113.9 On -Site Inspections by the Architect .:-.....7,.2.3,22.16,9.42, 9.8.1, 9.9.1 On -Site Observations by the Architect .......2.2.3, 2.2.6,2217, 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Orders, Written : ..................3.3, 4.9, 12.1.4,12A.1, 13.1 OWNER...............................................3 Owner, Definition of ..................................3.1 Owner, Information and Services Required of the ....32, 6.1.3, 6.2, 9,112,113 Owner's Authority .............22.16, 4.8.1, 7.7.2, 9.3.1, 93.2, 9.8-1, 11.3.8,12.1.2,12.1.4 Owners Financial Capability ...........................32.1 Owners Liability Insurance ............................11.2 Owner's Relationship with Subcontractors .......... 1.12, 9_5A Owners Right to Carry Out the Work .............. 3.4,13.2A Owners Right to Clean Up .......................4.152, 63 Owners Right to Perform Work and to Award Separate Contracts .................................6.1 Owner's Right to Terminate the Contract ................142 Owners Right to Stop the Work .........................33 Ownership and Use of Documents ........1.1.1,1.3, 3.25, 523 Patching of Work, Cutting and ....................4.14, 622 Patents, Royalties and ...............................4.17.1 Payment Bond, Labor and Material .......................75 Payment, Applications for ............22.6, 9.2, 9.3, 9.4, 95.3, 1 9.6.1, 9.8.2, 9.9.1, 9.93,14.2.2 Payment, Certificates for ................ 2.2.6, =16, 9.4, 9.5.1, 9.5.5, 9.6.1, 9.7.1, 9.8.2, 9.9.1, 9.9.3, 12.1 A, 14= AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION - AUGUST 1976 AIA6 - 0 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 3 K-3 Payment, Failure of ................9.5.2, 9.6.1.3, 9.7, 9.9.2, 14 Payment, Final 2.2.12, 2.2.16, 9.9, 13.3.1 Payments, Progress ..........7.8, 7.9.3, 9.5.5, 9.8.2, 9.9.3, 12.1.4 PAYMENTS AND COMPLETION ...........................9 Payments to Subcontractors .................9.5.2, 9.5.3, 9.5.4, 9.6.1.3, 11.3.3, 14.2.1 Payments Withheld....................................9.6 Performance Bond and Labor and Material Payment Bond ..7.5 Permits, Fees and Notices .....................3.2.3, 4.7, 4.13 PERSONS AND PROPERTY, PROTECTION OF ..............10 Product Data, Definition of ...........................4.12.2 Product Data, Shop Drawings, Samples and ...2.2.14, 4.2.1, 4.12 Progress and Completion ....................2.2.3, 7.9.3, 8.2 Progress Payments ...........7.8, 7.9.3, 9.5.5, 9.8.2, 9.9.3, 12.1.4 Progress Schedule .............................. _..... 4.10 Project, Definition of .................................1.1.4 Project Representative ...............................2.2.17 Property Insurance ...................................11.3 PROTECTION OF PERSONS AND PROPERTY ............. .10 Regulations and laws .....1.3, 2.1.1, 4.6, 4.7, 4.13, 7.1, 10-2.2,14 Rejection of Work ........................2.2.13, 4.5.1, 13-2 Releases of Waivers and Liens ....................9.9.2, 9.9.4 Representations .............1.2.2, 4.5, 4.12.5, 9.4.2, 9.6.1, 9.9.1 Representatives............................2.1, 2.2.2, 2.2.17, 2.2.18, 3.1, 4.1, 4.9, 5.1, 9.3.3 Responsibility. for Those Performing the Work .....2.2.4, 4.3.2, 6.1.3, 6.2, 9.8.1 Retainage .......................9.3.1, 9.5.2.9.8.2, 9.9.2, 9.9.3 Review of Contract Documents by the Contractor .. .............1.2.2, 4.2, 4.7.3 Reviews of Contractor's Submittals by Owner and Architect .....2.2.14, 4.10, 4.12, 52.1, 5.2.3,-9.2 Rights and Remedies ......1.1.2, 2.2.12, 2.2.13, 3.3, 3.4, 5.3, 6.1, 6.3, 7.6, 7.9,.8.3.1, 9.6.1, 9.7, 10.3, 12.1.2, 12.2, 13.2.2, 14 Royalties and Patents ................................!4.17 Safety of Persons and Property .........................10.2 Safety Precautions and Programs ..................2.2.4,10.1 Samples, Definition of .... .........................4.12.3 Samples, Shop Drawings, Product Data and .....2.2.14, 4.2, 4.12 Samples at the Site, Documents and ....................4.11 Schedule of Values .............................. -.....9.2 Schedule, Progress ...................................4.10 Separate Contracts and Contractors .....4.14.2, 6,11.3.6,13.1.2 Shop Drawings, Definition of .........................4.12.1 Shop Drawings, Product Data and Samples ... 2.2.14, 4.2, 4.12 Site, Use of ..................................4.13,6.2.1 Site Visits, Architect's ................2.2.3, 2.2.5, 2.2.6, 2.2.17, 7.7.1, 7.7.4, 9.4.2, 9.6.1, 9.9.1 Site Inspections .............1.2.2, 2.2.3, 2.2.16, 7.7, 9.8.1, 9.9.1 Special Inspection and Testing ....................2.2.13, 7.7 Specifications ...... ......................... 1.1.1,1.2.4,1.3 Statutes of Limitations ....................7.9.2, 13.2.2, 13.2.7 Stopping the Work . _ ...................3.3, 9.7.1, 10.3,14.1 Stored Materials ............6.2.1, 9.3.2,10.2.1-2,11.3.1, 13.2.5 SUBCONTRACTORS ...... ..............................5 Subcontractors, Definition of ............................5.1 Subcontractors, Work by ...............1.2.4, 2.2.4, 4.3.1, 4.3.2 Subcontractual Relations...............................5.3 Submittals ....................1.3, 4.10, 4.12, 5.2.1, 5.2.3, 9.2, 9.3.1, 9.8.1, 9.9.2, 9.9.3 Subrogation, Waiver of ..............................11.3.6 Substantial Completion .. ...2.2.16, 8.1.1, 8.1.3, 8.2.2, 9.8,13.2.2 Substantial Compieition,'Definition of ...................8.1.3 Substitution of Subcontractors ....................5.2.3, 5.2.4 Substitution of the Architect .. .....................2.2.19 Substitutions of Materials .................. . ......4.5, 12.1.4 Sub -subcontractors, Definition of ........................5.1.2 Subsurface Conditions ...............................12.2.1 Successors and Assigns................................7.2 Supervision and Construction Procedures .1.2.4, 2.2.4, 4.3, 4.4, 10 Superintendent, Contractor's ......................4.9,10.2.6 Surety, Consent of .............................. 9.9.2,9.9.3 Surveys ....................................... 3.2.2,4.18.3 Taxes................................................4.6 Termination by the Contractor .........................14.1 Termination by the Owner ............................14.2 Termination of the Architect :........................2.2.19 TERMINATION OF THE CONTRACT ......................14 Tests .................................2.2.13, 4.3.3, 7.7, 9.4.2 Time...........................8 Time, Definition of.....................................8.1 Time, Delays and Extensions of ...........8.3, 12.1, 12.3, 13.2.7 Time Limits, Specific ..................2.2.8, 2.2.12, 3.2.1, 3.4, 4.10, 5.3, 6.2.2, 7.9.2, 82, 8.3.2, 8.3.3, 9.2, 9.3.1, 9.4.1, 9.5.1, 9.7, 11.1.4, 11.3.1, 11.3.8, 11.3.9, 12.2, 12.3, 13.2.2, 13.2.5, 13.2.7, 14.1, 14.2.1 Title to Work ........ .........................9.3.2, 9.3.3 UNCOVERING AND CORRECTION OF WORK .............13 Uncovering of Work ..................................13.1 Unforseen Conditions .............................8.3,12.2 Unit Prices ...... ..........................12.1.3,12.1.5 Use of Documents .......................1.1.1,1.3, 3.2.5, 5.3 Use of Site .....................................4.13,6.2.1 Values, Schedule of....................................9.2 Waiver of Claims by the Contractor ....7.6.2, 8.3.2, 9.9.5, 11.3.6 Waiver of Claims by the Owner ......7.6.2, 9.9.4, 11.3.6, 11.4.1 Waiver of Liens ......................................9.9.2 Warranty and Warranties ....2.2.16, 4.5, 9.3.3, 9.8.1, 9.9.4, 13.2.2 Weather Delays ......................................8.3.1 Work, Definition of .................................1.1.3 Work by Owner or by Separate Contractors ................6 Written Consent ......2.2.18, 4.14.2, 7.2, 7.6.2, 9.8.1, 9.9.3, 9.9.4 Written Interpretations ............... 1.1.1,1.2.4, 2.2.8, 12.3.2 Written Notice .....2.2.8, 2.2.12, 3.4, 4.2, 4.7.3, 4.7.4, 4.9, 4.12.6, 4.12.7, 4.17, 5.2.1, 73, 7.4, 7.7, 7.9.2, 8.1.2, 8.3.2, 8.3.3, 9.4.1, 9.6.1, 9.7, 9.9.1, 9.9.5, 10.2.6, 11.1.4, 11.3.1, 11.3.4, 11.3.5, 11.3.7, 11.3.8, 12.2, 12.3, 13.2.2, 13.2.5, 14 Written Orders ...................3.3, 4.9,12.1.4,12.4.1,13.1 AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 4 A201-1976 AIAS • p 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 K --4 1 1 1 1 1 1 1 t 1- 1 GENE RAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 CONTRACT DOCUMENTS 1.1 DEFINITIONS 1,1,1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Owner -Contrac- tor Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, and all Addenda issued prior to, and all Modifications issued after execution of the Contract A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a written' interpretation issued by the Architect pursuant to Sub- paragraph 2.2.8, or (4) a written order for a minor change in the Work issued by.the Architect pursuant to Paragraph 12A. The Contract Documents do not include Bidding Documents such as the Advertisement or Invitation to Bid, the Instructions to Bidders, sample forms, the Con- tractor's Bid or portions of Addenda relating to any of these, or any other documents, unless specifically enu- merated in the Owner -Contractor Agreement 1,1.2 THE CONTRACT The Contract Documents form the Contract for Construc- tion. This Contract represents the entire and integrated agreement between the parties hereto and supersedes all prior negotiations, representations, or agreements, either written or oral. The Contract may be amended or modified only by a Modification as defined in Subparagraph 1.1.1. The Contract Documents shall not be construed to create any contractual relationship of any kind between the Ar- ch4ct and the Contractor, but the Architect shall be entitled to performance of obligations intended for his benefit, and to enforcement thereof. Nothing contained in the Contract Documents shall create any contractual relationship between the Owner or the Architect and any Subcontractor or Sub -subcontractor. 1.2.2 By executing the Contract, the Contractor represents that he has visited the site, familiarized himself with the local conditions under which the Work is to be per- formed, and correlated his observations with the require- ments of the Contract Documents. 1.23 The intent of the Contract Documents is to include all items necessary for the proper execution and comple- tion of the Work. The Contract Documents are comple- mentary, and what is required by any one shall be as binding as if required by all. Work not covered in the Con- tract Documents will not be required unless it is consistent therewith and is reasonably inferable therefrom as being necessary to produce the intended results. Words and ab- breviations which have well-known technical or trade meanings are used in the Contract Documents in accord- ance with such recognized meanings. 1.2.4 The organization of the Specifications into divisions, sections and articles, and the arrangement of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade. 13 OWNERSHIP AND USE OF DOCUMENTS 1.3.1 All Drawings, Specifications and copies thereof furnished by the Architect are and shall remain his prop- erty. They are to be used only with respect to this Project and are not to be used on any other project. With the exception of one contract set for each party to the Con- tract, such documents are to be returned or suitably accounted for to the Architect on request at the comple- tion of the Work. Submission or distribution to meet offi- cial regulatory requirements ;or for other purposes in connection with the Project is not to be construed as publication in derogation of the Architect's common law copyright or other reserved rights. ARTICLE 2 1.13 THE WORK ARCHITECT . The Work comprises the completed construction required 2.7 DEFINITION by the Contract Documents and includes all labor neces- sary to produce such construction, and all materials and 2.1.1 The Architect is the person lawfully licensed to equipment incorporated or to be incorporated in such practice architecture, or an entity lawfully practicing construction. architecture identified as such in the Owner -Contractor 1.1,4 THE PROJECT Agreement, and is referred to throughout the Contract , The Project is the total construction of which the Work Documents as if singular in number and masculine in gender, The term Architect means the Architect or his performed under the Contract Documents may be the authorized representative. whole or a part 1,2 EXECUTION, CORRELATION AND INTENT 2-2 ADMINISTRATION OF THE CONTRACT 1.2.1 The Contract Documents shall be signed in not less 2.2.7 The Architect will provide administration of the Contract as hereinafter described. than triplicate by the Owner and Contractor. If either the Owner or the Contractor or both do not sign the Condi- 2.2.2 The Architect will be the Owner's representative tions of the Contract, Drawings, Specifications, or any of during construction and until final payment is due. The the other Contract Documents, the Architect shall iden- Architect will advise and consult with the Owner. The tify such Documents. Owner's instructions to the Contractor shall be forwarded AIA DOCUMENT AM - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION - AUGUST 1976 AIAO - Co 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 5 K-5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 through the Architect. The Architect will have authority to act on behalf of the Owner only to the extent provided in the Contract Documents, unless otherwise modified by he instrument in accordance with Subparagraph 2.2.18. 2.2.3 The Architect will visit the site at intervals appro- priate to the stage of construction to familiarize himself generally with the progress and quality -of the Work and to determine in general if the Work is proceeding in ac- cordance with the Contract Documents. However, the Architect will not be required to make exhaustive or con- tinuous on-site inspections to check the quality or quan- tity of the Work. On the basis of his _on-site observations as an architect, he will keep the Owner informed of the progress of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. 2.2.4 The Architect will not be responsible for and will not have control or charge of construction means, meth- ods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, and he will riot be responsible for the Contractor's failure to carry out the Work in lccordance with the Contract Documents. The Architect will not be responsible for or have control or charge over the acts or omissions of the Contractor, Subcontractors, or any of their agents or em- ployees, or any other persons performing any of the Work. 2.2.5 The Architect shall at all times have access to the Work wherever it is in preparation and progress. The Contractor shall provide facilities for such access so the Architect may perform his functions under the Contract Documents. 2x.6• Based on the Architect's observations and an evalu- ation of the Contractor's Applications for Payment, the Architect will determine the amounts owing to the Con- tractor and will issue Certificates for Payment in such amounts, as provided in Paragraph 9.4. 2.2.7 The Architect will be the interpreter of the require- ments of the Contract Documents and the judge of the performance thereunder by both the Owner and Con- tractor. 2.2.8 The Architect will render iriterpretations necessary for the proper execution or progress of the Work, with reasonable promptness and in accordance with any time limit agreed upon. Either party to the Contract may make written request to the Architect for such interpretations. 2.2.9 Claims, disputes and other matters in question be- tween the Contractor and the Owner relating to the exe- cution or progress of the Work or the interpretation of the Contract Documents shall be referred initially to the Architect for decision which he will render in writing within a reasonable time. 2.2.10 All interpretations and decisions of the Architect shall be consistent with the intent of and reasonably in- ferable from the Contract Documents and will be in writ- ing or in the form of drawings. In his capacity as inter- preter and judge, he will endeavor to secure faithful per- formance by both the Owner and the Contractor, will not • show partiality to either, and will not be liable for the result of any interpretation or decision rendered in good faith in such capacity. 2.2.11 The Architect's decisions in matters relating to artistic effect will be final if consistent with the intent of the Contract Documents. 2.2.12 Any claim, dispute or other matter in question between the Contractor and the Owner referred to the Architect, except those relating to artistic effect as pro- vided in Subparagraph 2.2.11 and except those which have been waived by the making or acceptance of final pay- ment as provided in Subparagraphs 9.9.4 and 9.9.5, shall be subject to arbitration upon the written demand of ei- ther party. However, no demand for arbitration'of any such claim, dispute or other matter may be made until the earlier of (1) the date on which the Architect has rendered a written decision, or (2) the tenth day after the parties have presented their evidence to the Architect or have been given a reasonable opportunity to do so, if the Architect has not rendered his written decision by that date. When such a written decision of the Architect. states (1) that the decision is final but subject to appeal, and (2) that any demand for arbitration of a claim, dispute or other matter covered by such decision must be made within thirty days after the date on which the party mak- ing the demand receives the written decision, failure to demand arbitration within said thirty days' period will re- sult in the Architect's decision becoming final and binding upon the Owner and the Contractor. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but will not supersede any arbitration proceedings unless the decision is acceptable to all parties concerned. 2.2.13 The Architect will have authority to reject Work which does not conform to the Contract Documents. Whenever, in his opinion, he considers it necessary or advisable for the implementation of the intent of the Contract Documents, he will have authority to require special inspection or testing of the Work in accordance with Subparagraph 7.7.2 whether or not such Work be then fabricated, installed or completed. However, neither the Architect's authority to act under this Subparagraph 2.2.13, nor any decision made by him in good faith either to exercise or not to exercise such authority, shall give rise to any duty or responsibility of the Architect to the Contractor, any Subcontractor, any of their agents or employees, or any other person performing any of the Work. 2.2.14 The Architect will review and approve or take other appropriate action upon Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for conformance with the design concept of the Work and with the information given in the Contract Documents. Such action shall be taken with reasonable promptness so as to cause no delay. The Architect's ap- proval of a specific item shall not indicate approval of an assembly of which the item is a component. 2.2.15 The Architect will prepare Change Orders in ac- cordance with Article 12, and will have authority to order minor changes in the Work as provided in Subparagraph 12.4.1. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION - AUGUST 1976 6 A201-1976 AIA` - 9) 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 K-6 2.2.16 The Architect will conduct inspections to deter- mine the dates of Substantial Completion and final com- pletion, will receive and forward to the Owner for the Owner's review written warranties and related documents required by the Contract and assembled by the Contrac- tor, and will issue a final Certificate for Payment upon compliance with the requirements of Paragraph 9.9. 2.2.17 If the Owner and Architect agree, the Architect will provide one or more Project Representatives to assist the Architect in carrying out his responsibilities at the site. The duties, responsibilities and limitations of authority of any such Project Representative shall be as set forth in an exhibit to be incorporated in the Contract - Documents. 2.2.18 _The duties, responsibilities and limitations of au- thority of the Architect as the Owner's representative dur- ing construction as set forth in the Contract Documents will not be modified or extended without written con- sent of the Owner, the Contractor and the Architect. 2.2.19 In case of the termination of the employment of the Architect, the Owner shall appoint an architect against whom the Contractor makes no reasonable objec- tion whose status under the Contract Documents shall be that of the former architect. Any dispute in connection with such appointment shall be subject to arbitration. ARTICLE 3 OWNER 3.1 DEFINITION 3.1.1 The Owner is the person or entity identified as such in the Owner -Contractor Agreement and is referred to throughout the Contract Documents as if singular in num- ber and masculine in gender. The term Owner means the Owner or his authorized representative. 3.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER 3.2.1 The Owner shall, at the request of the Contractor, at the time of execution of the Owner -Contractor Agree- ment, fumish to the Contractor reasonable evidence that he has made financial arrangements to fulfill his obliga- tions under the Contract. Unless such reasonable evi- dence is furnished, the Contractor is not required to execute the Owner -Contractor Agreement or to com- mence the Work 3.2.2 The Owner shall furnish all surveys describing the physical characteristics, legal limitations and utility loca- tions for the site of the Project, and a legal description of the site. 3.2.3 Except as provided in Subparagraph 4.7.1, the Owner shall secure and pay for necessary approvals, ease- ments, assessments and charges required for the construc- tion, use or occupancy of permanent structures or for per- manent changes in existing facilities. 3.2.4 Information or services under the Owner's_ control shall be furnished by the Owner with reasonable prompt- ness to avoid delay in the orderly progress of the Work. 3.2.5 Unless otherwise provided in the Conlract Docu- ments, the Contractor will be furnished, fl,e of charge, all copies of Drawings and Specifications reaconabiv nec- essary for the execution of the Work. 3.2.6 The Owner shall forward all instructions to the Contractor through the Architect. 3.2.7 The foregoing are in addition to other duties and responsibilities of the Owner enumerated herein and especially those in respect to Work by Owner or by Separate Contractors, Payments and Completion, a..^.d In- surance in Articles 6, 9 and 11 respectively. 3.3 OWNER'S RIGHT TO STOP THE WORK 3.3.1 If the Contractor fails to correct defective Work as required by Paragraph 13.2 or persistently fails to carry out the Work in accordance with the Contract Docu- ments, the Owner, by a written order signed personally or by an agent specifically so empowered by the Owner in writing, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of the Owner to stop the Work shall not give rise to any duty on the part of the Owner to exercise this right for the benefit of the Contractor or any other person or entity, except to the extent required by Subparagraph 6.1.3. -3.4 OWNER'S RIGHT TO CARRY. OUT THE WORK 3.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within seven days after receipt of written notice from the Owner to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, after seven days following receipt by the Contractor of an additional written notice and without prejudice to any other remedy he may have, make good such deficiencies. In such case an appropriate Change Order shall be issued deducting from the payments then or thereafter due the Contractor the cost of Correcting such deficiencies, including compensation for the Archi- tect's additional services made necessary by such default, neglect or failure. Such action by the Owner and the amount charged to the Contractor are both subject to the prior approval of the Architect. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. ARTICLE 4 CONTRACTOR 4.1 DEFINITION 4.1.1 The Contractor is the person or entity identified as such in the Owner -Contractor Agreement and is referred to throughout the Contract Documents as if singular in number and masculine in gender. The term Contractor means the Contractor or his authorized representative. 4,2 REVIEW OF CONTRACT DOCUMENTS 4.2.1 The Contractor shall carefully study and compare the Contract Documents and shall at once report to the Architect any error, inconsistency or omission he may dis- cover. The Contractor shall not be liable to the Owner or AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION . AUGUST 1976 - AIAs - Q 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1733 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 7 K -7 the Architect for any damage resulting from any such errors, inconsistencies or omissions in the Contract Docu- ments. The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work. 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely re- sponsible for all construction means, methods, tech- niques, sequences and procedures and for coordinating all portions of the Work under the Contract. 4.3.2 The Contractor shall be responsible to the Owner for the acts and omissions of his employees, Subcontrac- tors and their agents and employees, and other persons performing any of the Work under a contract with the Contractor. 4.3.3 The Contractor shall not be relieved from his obli- gations to perform the Work in accordance with the Contract Documents either by the activities or duties of the Architect in his administration of the Contract, or by inspections, tests or approvals required or performed un- der Paragraph 7.7 by persons other than the Contractor. 4.4 LABOR AND MATERIALS 4.4.1 Unless otherwise provided in the Contract Docu- ments, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or per- manent and whether or not incorporated -or to be incor- porated in the Work. 4.4.2 The Contractor shall at all times enforce strict dis- cipline and good order among his employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. 4.5 WARRANTY 4.5.1 The Contractor warrants to the Owner and the Architect that all materials and equipment furnished under this Contract will be new unless otherwise speci- fied, and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Documents. All Work not conforming to these require- ments, including substitutions not properly approved and authorized, may be considered defective. If required by the Architect, the Contractor shall furnish satisfactory evi- dence as to the kind and quality of materials and equip- ment. This warranty is not limited by the provisions of Paragraph 13.2. 4.6 TAXES 4.6.1 The Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted at the time bids are received, whether or not yet effective. 4,7 PERMITS, FEES AND NOTICES 4.7.1 Unless otherwise provided in the Contract Docu- ments, the Contractor shall secure and pay for the build- ing permit and for all other permits and governmental fees, licenses and inspections necessary for the proper execution and completion of the Work which are custom- arily secured after execution of the Contract and which are legally required at the time the bids are received. 4.7.2 The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful or- ders of any public authority bearing on the performance of the Work. 4.7.3 It is not the responsibility of the Contractor to make certain that the Contract Documents are in accord- ance with applicable laws, statutes, building. codes and regulations. If the Contractor observes that any of the Contract Documents are at variance therewith in any re- spect, he shall promptly notify the Architect in writing, and any necessary changes shall be accomplished by ap- propriate Modification. 4.7.4 If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regula- tions, and without such notice to the Architect, he shall assume full responsibility therefor and shall bear all costs attributable thereto. 4,8 ALLOWANCES 4.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by these allowances shall be supplied for such amounts and by such persons as the Owner may direct, but the Contractor will not be required to employ persons against whom he makes a reasonable objection. 4.8.2 Unless otherwise provided in the Contract Docu- ments: .1 these allowances shall cover the cost to the Con- tractor, less any applicable trade discount, of the materials and equipment required by the allowance delivered at the site, and all applicable taxes; .2 the Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, prof- it and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allowance; .3 whenever the cost is more than or less than the allowance, the Contract Sum shall be adjusted ac- cordingly by Change Order, the amount of which will recognize changes, if any, in handling costs on the site, labor, installation costs, overhead, profit and other expenses. 4,9 SUPERINTENDENT 4.9.1 The Contractor shall employ a competent superin- tendent and necessary assistants who shall be in attend- ance at the Project site during the progress of the Work. The superintendent shall represent the Contractor and all communications given to the superintendent shall be as binding as if given to the Contractor. Important commu- nications shall be confirmed in writing. Other communi- cations shall be so confirmed on written request in each case. 4.10 PROGRESS SCHEDULE 4.10.1 The Contractor, immediately after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information an estimated progress sched- AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 8 A201-1976 AIAB • fl 1976 •THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20D06 W S the Architect for any damage resulting from any such errors, inconsistencies or omissions in the Contract Docu- ments. The Contractor shall perform no portion of the Work at any time without Contract Documents or, where required, approved Shop Drawings, Product Data or Samples for such portion of the Work. 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES 4.3.1 The Contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely re- sponsible for all construction means, methods, tech- niques, sequences and procedures and for coordinating all portions of the Work under the Contract. 4.3.2 The Contractor shall be responsible to the Owner for the acts and omissions of his employees, Subcontrac- tors and their agents and employees, and other persons performing any of the Work under a contract with the Contractor. 4.3.3 The Contractor shall not be relieved from his obli- gations to perform the Work in accordance with the Contract Documents either by the activities or duties of the Architect in his administration of the Contract, or by inspections, tests or approvals required or performed un- der Paragraph 7.7 by persons other than the Contractor. 4.4 LABOR AND MATERIALS 4.4.1 Unless otherwise provided in the Contract Docu- ments, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or per- manent and whether or not incorporated -or to be incor- porated in the Work. 4.4.2 The Contractor shall at all times enforce strict dis- cipline and good order among his employees and shall not employ on the Work any unfit person or anyone not skilled in the task assigned to him. 4.5 WARRANTY 4.5.1 The Contractor warrants to the Owner and the Architect that all materials and equipment furnished under this Contract will be new unless otherwise speci- fied, and that all Work will be of good quality, free from faults and defects and in conformance with the Contract Documents. All Work not conforming to these require- ments, including substitutions not properly approved and authorized, may be considered defective. If required by the Architect, the Contractor shall furnish satisfactory evi- dence as to the kind and quality of materials and equip- ment. This warranty is not limited by the provisions of Paragraph 13.2. 4.6 TAXES 4.6.1 The Contractor shall pay all sales, consumer, use and other similar taxes for the Work or portions thereof provided by the Contractor which are legally enacted at the time bids are received, whether or not yet effective. 4,7 PERMITS, FEES AND NOTICES 4.7.1 Unless otherwise provided in the Contract Docu- ments, the Contractor shall secure and pay for the build- ing permit and for all other permits and governmental fees, licenses and inspections necessary for the proper execution and completion of the Work which are custom- arily secured after execution of the Contract and which are legally required at the time the bids are received. 4.7.2 The Contractor shall give all notices and comply with all laws, ordinances, rules, regulations and lawful or- ders of any public authority bearing on the performance of the Work. 4.7.3 It is not the responsibility of the Contractor to make certain that the Contract Documents are in accord- ance with applicable laws, statutes, building. codes and regulations. If the Contractor observes that any of the Contract Documents are at variance therewith in any re- spect, he shall promptly notify the Architect in writing, and any necessary changes shall be accomplished by ap- propriate Modification. 4.7.4 If the Contractor performs any Work knowing it to be contrary to such laws, ordinances, rules and regula- tions, and without such notice to the Architect, he shall assume full responsibility therefor and shall bear all costs attributable thereto. 4,8 ALLOWANCES 4.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents. Items covered by these allowances shall be supplied for such amounts and by such persons as the Owner may direct, but the Contractor will not be required to employ persons against whom he makes a reasonable objection. 4.8.2 Unless otherwise provided in the Contract Docu- ments: .1 these allowances shall cover the cost to the Con- tractor, less any applicable trade discount, of the materials and equipment required by the allowance delivered at the site, and all applicable taxes; .2 the Contractor's costs for unloading and handling on the site, labor, installation costs, overhead, prof- it and other expenses contemplated for the original allowance shall be included in the Contract Sum and not in the allowance; .3 whenever the cost is more than or less than the allowance, the Contract Sum shall be adjusted ac- cordingly by Change Order, the amount of which will recognize changes, if any, in handling costs on the site, labor, installation costs, overhead, profit and other expenses. 4,9 SUPERINTENDENT 4.9.1 The Contractor shall employ a competent superin- tendent and necessary assistants who shall be in attend- ance at the Project site during the progress of the Work. The superintendent shall represent the Contractor and all communications given to the superintendent shall be as binding as if given to the Contractor. Important commu- nications shall be confirmed in writing. Other communi- cations shall be so confirmed on written request in each case. 4.10 PROGRESS SCHEDULE 4.10.1 The Contractor, immediately after being awarded the Contract, shall prepare and submit for the Owner's and Architect's information an estimated progress sched- AIA DOCUMENT A201 -GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 8 A201-1976 AIAB • fl 1976 •THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20D06 W 1 I I n 1 L� ule for the Work. The progress schedule shall be related to the entire Project to the extent required by the Con- tract Documents, and shall provide .for expeditious and practicable execution of the Work. 4,11 DOCUMENTS AND SAMPLES AT THE SITE 4.11.1 The Contractor shall maintain at the site for the Owner one record copy of all Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples. These shall be available to the Architect and shall be delivered to him for the Owner upon completion of the Work. 4,12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 4.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially.prepared for the Work by the Contractor or any Subcontractor, manufacturer, supplier or distributor to illustrate some portion of the Work. 4.12.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor to illustrate a material, product or system for some portion of the Work. 4.12.3 Samples are physical examples which illustrate materials, equipment or workmanship and establish standards by which the Work will be judged. 4.12.4 The Contractor shall review, approve and submit, with reasonable promptness and in such sequence as to cause no delay in the Work or in the work of the Owner or any separate contractor, all Shop Drawings, Product Data and Samples required by the Contract Documents. 4.125 By approving and submitting Shop Drawings, Product Data and Samples, the Contractor represents that he has determined and verified all materials, field meas- urements, and field construction criteria relatefl thereto, or will do so, and that he has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Docu- ments. 4.12.6 The Contractor shall not be relieved of responsi- bility for any deviation from the requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data or Samples under Subparagraph 2.2.14 unless the Contractor has specifically informed the Architect in writing of such deviation at the time of sub- mission and the Architect has given written approval to the specific deviation. The Contractor shall not be relieved from responsibility for errors or omissions in the Shop Drawings, Product Data or Samples by the Architect's approval thereof. 4.12.7 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data or Samples, to revisions other than those requested by the Architect on previous submittals. 4.12.8 No portion of the Work requiring submission of a Shop Drawing, Product Data or Sample shall be com- menced until the submittal has been approved by the Architect as provided in Subparagraph 2.2.14. All such portions of the Work shall be in accordance v.ith ap- proved submittals. 4.13 USE OF SITE 4.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances, permits and the Contract Documents and shall not unreasonably encum- ber the site with any materials or equipment. 4.14 CUTTING AND PATCHING OF WORK 4.14.1 The Contractor shall be responsible for all cutting, fitting or patching that may be required to complete the Work or to make its several parts fit together properiv 4.14.2 The Contractor shall not damage or endanger any portion of the Work or the work of the Owner or any separate contractors by cutting, patching or othenvise altering any work, or by excavation. The Contractor shall not cut or otherwise alter the work of the Owner or any separate contractor except with the written consent of the Owner and of such separate contractor. The Contractor shall not unreasonably withhold from the Owner or any separate contractor his consent to cutting or otherwise altering the Work. 4.15 CLEANING UP 4.15.1 The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by his operations. At the completion of the Work he shall remove all his waste materials and rubbish from and about the Project as well as all his tools, construc- tion equipment, machinery and surplus materials. 4.15.2 If the Contractor fails to clean up at the comple- tion of the Work, the Owner may do so as provided in Paragraph 3.4 and the cost thereof shall be charged to the Contractor. 4.16 COMMUNICATIONS 4.16.1 The Contractor shall forward all communications to the Owner through the Architect 4.17 ROYALTIES AND PATENTS 4.17.1 The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement Of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular design, process or the product of a particular manufacturer or manufacturers is specified, but.if the Contractor has rea- son to believe that the design, process or product speci- fied is an infringement of a patent, he shall be responsible for such loss unless he promptly gives such information to the Architect. 4.18 INDEMNIFICATION 4.18.1 To the fullest extent permitted by law, the Con- tractor shall indemnify and hold harmless the Owner and the Architect and their agents and employees from and against all claims, damages, losses and expenses, including but not limited to attorneys' fees, arising out of or result- ing from the performance of the Work, provided that any such claim, damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property (other than the Work itself) including the loss of use resulting therefrom, AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION. AUGUST 1976 AIAS - 9) 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 173S NEW YORK AVENUE, N.W., WASHINGTON, D.C_ 20006 A201-1976 9 K-9 and (2) is caused in whole or in part by any negligent act or omission of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. Such obligation shall not be construed to ne- gate, abridge, or otherwise reduce any other right or obli- gation of indemnity which would otherwise exist as to any party or person described in this Paragraph 4.18. 4.18.2 In any and all claims against the Owner or the Architect or any of their agents or employees by any employee of the Contractor, any Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnifi- cation obligation under this Paragraph 4.18 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor under workers' or workmen's compensation acts, disability benefit acts or other employee benefit acts. 4.18.3 The obligations of the Contractor under this Para- graph 4.18 shall not extend to the liability of the Archi- tect, his agents or employees, arising out of (1) the prepa- ration or approval of maps, drawings, opinions, reports. surveys, change orders, designs or specifications, or (2) the giving of or the failure to give directions or instruc- tions by the Architect, his agents or employees provided such giving or failure to give is the primary cause of the injury or damage. ARTICLE 5 SUBCONTRACTORS 5,1 DEFINITION 5.1.1 A Subcontractor is a person or entity who has a di- rect contract with the Contractor to perform any of the Work at the site. The term Subcontractor is referred to throughout the Contract Documents as if singular in num- ber and masculine in gender and means a Subcontractor or his authorized representative. The term Subcontractor does not include any separate contractor or his subcon- tractors. 5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to per- form any of the Work at the site. The term Sub -subcon- tractor is referred to throughout the Contract Documents as if singular in number and masculine in gender and means a Sub -subcontractor or an authorized representa- tive thereof. 5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK 5.2.1 Unless otherwise required by the Contract Docu- ments or the Bidding Documents, the Contractor, as soon as practicable after the award of the Contract, shall fur- nish to the Owner and the Architect in writing the names of the persons or entities (including those who are to fur- nish materials or equipment fabricated to a special design) proposed for each of the principal portions of the Work. The Architect will promptly reply to the Contractor in writing stating whether or not the Owner.or the Architect, after due investigation, has reasonable objection to any such proposed person or entity. Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection. 5.2.2 The Contractor shall not contract with any such proposed person or entity to whom the Owner or the Architect has made reasonable objection under the provi- sions of Subparagraph 5.2.1. The Contractor shall not be required to contract with anyone to whom he has a rea- sonable objection. 5.2.3 If the Owner or the Architect has reasonable objec- tion to any such proposed person or entity, the Contrac- tor shall submit a substitute to whom the Owner or the Architect has no reasonable objection, and the Contract Sum shall be increased or decreased by the difference in cost occasioned by such substitution and an appropriate Change Order shall be issued; however, no increase in the Contract Sum shall be allowed -for any such substitu- tion unless the Contractor has acted promptly and re- sponsively in submitting names as required by Subpara- graph 5.2.1. 5.2.4 The Contractor shall make no substitution for any Subcontractor, person or entity previously selected if the Owner or Architect makes reasonable objection to such substitution. 5.3 SUBCONTRACTUAL RELATIONS 5.3.1 By an appropriate agreement, written where legally required for validity, the Contractor shall require each Subcontractor, to the extent of the Work to be per- formed by the Subcontractor, to be bound to the Con- tractor by the terms of the Contract Documents, and to as- sume toward the Contractor all the obligations and re- sponsibilities which the Contractor, by these Documents, assumes toward the Owner and the Architect. Said agree- ment shall preserve and protect the rights of the Owner and the Architect under the Contract Documents with re- spect to the Work to be performed by the Subcontractor so that the subcontracting thereof will not prejudice such rights, and shall allow to the Subcontractor, unless specifi- cally provided otherwise in the Contractor -Subcontractor agreement, the benefit of all rights, remedies and redress against the Contractor that the Contractor, by these Docu- ments, has against the Owner. Where appropriate, the Contractor shall require each Subcontractor to enter into similar agreements with his Sub -subcontractors. The Con- tractor shall make available to each proposed Subcon- tractor, prior to the execution of the Subcontract, copies of the Contract Documents to which the Subcontractor will be bound by this Paragraph 5.3, and identify to the Subcontractor any terms and conditions of the proposed Subcontract which may be at variance with the Contract Documents. Each Subcontractor shall similarly make cop- ies of such Documents available to his Sub -subcontractors. ARTICLE 6 WORK BY OWNER OR BY SEPARATE CONTRACTORS 6.1 OWNER'S RIGHT TO PERFORM WORK AND TO AWARD SEPARATE CONTRACTS 6.1.1 The Owner reserves the right to perform work re- lated to the Project with his own forces, and to award AIA DOCUMENT A201• GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 10 A201-1976 AIAs • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 K-10 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1` 1 separate contracts in connection with other portions of the Project or other work on the site under these or sifrtilar Conditions of the Contract. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, he shall make such claim as pro- vided elsewhere in the Contract Documents. 6.1.2 When separate contracts are awarded for different portions of the Project or other work on the site, the term Contractor in the Contract Documents in each case shall mean the Contractor who executes each separate Owner - Contractor Agreement. 6.1.3 The Owner will provide for the coordination Of the work of his own forces and of each separate contractor with the Work of the Contractor, who shall cooperate therewith as provided in Paragraph 6.2. 6.2 MUTUAL RESPONSIBILITY 6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his Work with theirs as required by the Contract Docu- ments. 6.2.2 If any part of the Contractor's Work depends for proper execution or results upon the work of the Owner or any separate contractor, the Contractor shall, prior to proceeding with the Work, promptly report to the Archi- tect any apparent discrepancies or defects in such other work that render it unsuitable for such proper execution and results. Failure of the Contractor so to report shall constitute an acceptance of the Owner's or separate con- tractors' work as fit and proper to receive his Work, ex- cept as to defects which may subsequently become appar- rent in such work by others. 6.2.3 Any costs caused by defective . or ill-timed work shall be borne 6y the party responsible therefor. 6.2.4 Should the Contractor wrongfully cause damage to the work or property of the Owner, or to other work on the site, the Contractor shall promptly remedy such dam- age as provided in Subparagraph 10.2.5. 6.2.5 Should the Contractor wrongfully cause damage to the work or property of any separate contractor, the Con- tractor shall upon due notice promptly attempt to settle with such other contractor by agreement, or otherwise to resolve the dispute. If such separate contractor sues or initiates an arbitration proceeding against the Owner on account of any damage alleged to have been caused by the Contractor, the Owner shall notify the Contractor who shall defend such proceedings at the Owner's ex- pense, and if any judgment or award against the Owner arises therefrom the Contractor shall pay or satisfy. it and shall reimburse the Owner for all attorneys' fees and court or arbitration costs which the Owner has incurred. 6.3 OWNER'S RIGHT TO CLEAN UP 6.3.1 If a dispute arises between the Contractor and sepa- rate contractors as to their responsibility for cleaning up as required by Paragraph 4.15, the Owner may clean up and charge the cost thereof to the contractors responsible therefor as the Architect shall determine to be just. ARTICLE 7 MISCELLANEOUS PROVISIONS 7,1 GOVERNING LAW 7.1.1 The Contract shall be governed by the law of the place where the Project is located. 7.2 SUCCESSORS AND ASSIGNS 7.2.1 The Owner and the Contractor each binds himself, his partners, successors, assigns and legal representatives to the other party hereto and to the partners, successors, assigns and legal representatives of such other party in re- spect 'to all covenants, agreements and obligations con- tained in the Contract Documents. Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner. 7.3 - WRITTEN NOTICE 7.3.1 Written notice shall be deemed to have been duly served if delivered in person to the individual or member of the firm or entity or to an officer of the corporation for whom it was intended, or if delivered at or sent by regis- tered or certified mail to the last business address known to him who gives the notice. 7,4 CLAIMS FOR DAMAGES 7.4.1 Should either party to the Contract suffer injury or damage to person or property because of any act or omis- sion of the other party or of any of his employees, agents or others for whose acts he is legally liable, claim shall be made in writing to such other party within a reasonable time after the first observance of such injury or damage. 7.5 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 75.1 The Owner shall have the right to require the Con- tractor to furnish bonds covering the faithfur performance of the Contract and the payment of all obligations arising thereunder if and as required in the Bidding Documents or in the Contract Documents. 7.6 RIGHTS AND REMEDIES 7.6.1 The duties and obligations imposed by the Contract Documents and the rights and remedies available there- under shall be in addition to and not a limitation of any duties, obligations, rights and remedies otherwise im- posed or available by law. 7.6.2 No action or failure to act by the Owner, Architect or Contractor. shalI constitute a waiver of any right or duty afforded any of them under the Contract, nor shall any such action or failure to act constitute an approval of or acquiescence in any breach thereunder, except as may be specifically agreed in writing. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION - AUGUST 1976 AIAG - ® 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 11 K-11 7,7 TESTS 7.7.1 If the Cqntract Documents, laws, ordinances, rules, regulations or orders of any public authority having juris- diction require any portion of the Work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness so the Architect may observe such inspection, testing or approval. The Contractor shall bear all costs of such inspections, tests or approvals con- ducted by public authorities. Unless otherwise provided, the Owner shall bear all costs of other inspections, tests or approvals. 7.7.2 If the Architect determines that any Work requires special inspection, testing, or approval which Subpara- graph 7.7.1 does not include, he will, upon written au- thorization from the Owner, instruct the Contractor to order such special inspection, testing or approval, and the Contractor shall give notice as provided in Subparagraph 7.7.1. If such special inspection or testing reveals a failure of the Work to comply with the requirements of the Con- tract Documents, the Contractor shall bear all costs there- of, including compensation for the Architect's additional services made -necessary by such failure; otherwise the Owner shall bear such costs, and an appropriate Change Order shall be issued. 7.7.3 Required certificates of inspection, testing or ap- proval shall be secured by the Contractor and promptly delivered by him to the Architect. 7.7.4 If the Architect is to observe the inspections, tests or approvals required by the Contract Documents, he will do so promptly and, where practicable, at the source of supply. 7,8 INTEREST 7.8.1 Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at such rate as the parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing at the place of the Project. 7.9 ARBITRATION 7.9.1 All claims, disputes and other matters in question between the Contractor and the Owner arising out of, or relating to, the Contract Documents or the breach there- of, except as provided in Subparagraph 2.2.11 with re- spect to the Architect's decisions on matters relating to artistic effect, and except for claims which have been waived by the making or acceptance of final payment as provided by Subparagraphs 9.9.4 and 9.9.5, shall be de- cided by arbitration in accordance with the Construction industry Arbitration Rules of the American Arbitration Association then obtaining unless the parties mutually agree otherwise. No arbitration arising out of or relating to the Contract Documents shall include, by consolida- tion, joinder or in any other manner, the Architect, his employees or consultants, except by written consent con- taining a specific reference to the Owner -Contractor Agreement and signed by the Architect, the Owner, the Contractor and any other person sought to be joined. No arbitration shall include by consolidation,. joinder or in any other manner, parties other than the Owner, the Contractor and any other persons substantially involved in a common question of fact or law, whose presence is required if complete relief is to be accorded in the arbi- tration. No person other than the Owner or Contractor shall be included as an original third party or additional third party to an arbitration whose interest or responsi- bility is insubstantial. Any consent to arbitration involving an additional person or persons shall not constitute con- sent to arbitration of any dispute not described therein or with any person not named or described therein. The foregoing agreement to arbitrate and any other agreement to arbitrate with an additional person or persons duly consented to by the parties to the Owner -Contractor Agreement shall be specifically enforceable under the prevailing arbitration law. The award rendered by the -arbitrators shall be final, and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. 7.9.2 Notice of -the demand for arbitration shall be filed in writing with the other party to the Owner -Contractor Agreement and with the American Arbitration Associa- tion, and a copy shall be filed with the Architect. The demand for arbitration shall be made within the time limits specified in Subparagraph 2.2.12 where applicable, and in all other cases within a reasonable time after the claim, dispute or other matter in question has arisen, and in no event shall it be made after the date when institu- tion of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. 7.9.3 Unless otherwise agreed in writing, the Contractor shall carry on the Work and maintain its progress during any arbitration proceedings, and the Owner shall con- tinue to make payments to the Contractor in accordance with the Contract. Documents. ARTICLE 8 TIME 8.1 DEFINITIONS 8.1.1 Unless otherwise provided, the Contract Time is the period of time allotted in the Contract Documents for Substantial Completion of the Work as defined in Sub- paragraph 8.1.3, including authorized adjustments thereto. 8.1.2 The date of commencement of the Work is the date established in a notice to proceed. If there is no notite to proceed, it shall be the date of the Owner -Contractor Agreement or such other date as may be established therein. 8.1.3 The Date of Substantial Completion of the Work or designated portion thereof -is the Date certified by the Architect when construction is sufficiently complete, in accordance with the Contract Documents, so the Owner can occupy. or utilize the Work or designated portion thereof for the use for which it is intended. 8.1.4 The term day as used in the Contract Documents shall mean calendar day unless otherwise specifically designated. 8,2 PROGRESS AND COMPLETION 8.2.1 All time limits stated in the Contract Documents are of the essence of the Contract. AIA DOCUMENT A201 • GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION . AUGUST 1976 12 A201-1976 AIA6 • Q 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 K-12 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 8.2.2 The Contractor shall begin the Work on the date of commencement as defined in Subparagraph 8.1.2. He shall carry the Work forward expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time. 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 if the Contractor is delayed at any time in the prog- ress of the Work by any act or neglect of the Owner or the Architect, or by any employee of either, or by any separate contractor employed by the Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay in transportation, adverse weather condi- tions not reasonably anticipatable, unavoidable casualties, or any causes beyond the Contractor's control, or by de- lay authorized by the Owner pending arbitration, or by any other cause which the Architect determines may justify the delay, then the Contract Time shall be ex- tended by Change Order for such reasonable time as the Architect may determine. 8.3.2 Any claim for extension of time shall be made in writing to the Architect not more than twenty days after the commencement of the delay; otherwise it shall be waived. In the case of a continuing delay only one claim is necessary. The Contractor shall provide an estimate of the probable effect of such delay on the progress of the Work. 8.3.3 If no agreement is made stating the dates upon which interpretations as provided in Subparagraph 2.2.8 shall be furnished, then no claim for delay shall be al- lowed on account of failure to furnish such interpreta- tions until fifteen days after written request is made for them, and not then unless such claim is reasonable. 8.3.4 This Paragraph 8.3 does not exclude the recovery of damages for delay by either party under other provi- sions of the Contract Documents. ARTICLE 9 PAYMENTS AND COMPLETION 9.1 CONTRACT SUM 9.1.1 The Contract Sum is stated in the Owner -Contractor Agreement and, including authorized adjustments thereto, is the total amount payable by the Owner to the Contrac- tor for the performance of the Work under the Contract Documents. 9.2 SCHEDULE OF VALUES 9.2.1 Before the first Application for Payment, the Con- tractor shall submit to the Architect a schedule of values allocated to the various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, un- less objected to by the Architect, shall be used only as a basis for the Contractor's Applications for Payment. 9.3 APPLICATIONS FOR PAYMENT 9.3.1 At least ten days before the date for each progress payment established in the Owner -Contractor Agreement, the Contractor shall submit to the Architect an itemized Application for Payment, notarized if required, supported by such data substantiating the Contractor's right to pay- ment as the Owner or the Architect may require, and re- flecting retainage, if any, as provided elsewhere in the Contract Documents. 9.3.2 Unless otherwise provided in the Contract Docu- ments, payments will be made on account of materials or equipment not incorporated in the Work but delivered and suitably stored at the site and, if approved in ad- vance by the Owner, payments may similarly be made for materials or equipment suitably stored at some other location agreed upon in writing. Payments for materials or equipment stored on or off the site shall be con- ditioned upon submission by the Contractor of bills of sale or such other procedures satisfactory to the Owrer to establish the Owner's title to such materials or equip- ment or otherwise protect the Owner's interest, including applicable insurance and transportation to the site for those materials and equipment stored off the site. 9.3.3 The Contractor warrants that title to all Work, materials and equipment covered by an Application for Payment will pass to the Owner either by incorporation in the construction or upon the receipt of payment by the Contractor, whichever occurs first, free and clear of all liens, claims, security interests or encumbrances, herein- after referred to in this Article 9 as "liens"; and that no Work, materials or equipment covered by an Application for Payment will have been acquired by the Contractor, or by any other person performing Work at the site or furnishing materials and equipment for the Project, sub- ject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or other- wise imposed by the Contractor or such other person. 9.4 CERTIFICATES FOR PAYMENT 9.4.1 The Architect will, within seven days after the re- ceipt of the Contractor's Application for Payment, either issue a Certificate for Payment to the Owner, with a copy to the Contractor, for such amount as the Architect determines is properly due, or notify the Contractor in writing his reasons for withholding a Certificate as pro- vided in Subparagraph 9.6.1. 9.4.2 The issuance of a Certificate for Payment will con- stitute a representation by the Architect to the Owner, based on his observations at the site as provided in Sub- paragraph 2.2.3 and the data comprising the Application for Payment, that the Work has progressed to the point indicated; that, to the best of his knowledge, information and belief, the quality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to, the results of any subse- quent tests required by or performed under the Contract Documents, to minor deviations from the Contract Docu- ments correctable prior to completion, and to any specific qualifications stated in his Certificate); and that the.Con- tractor is entitled to payment in the amount certified. However, by issuing a Certificate for Payment, the Archi- tect shall not thereby be deemed to represent that he has made exhaustive or continuous on-site inspections to check the quality or quantity of the Work or that he has reviewed the construction means, methods, techniques, AIA DOCUMENT A201 • GENERAL CONDITIONS Of THE CONTRACT FOR CONSTRUCTION • THIRTEENTHS EDITION • AUGUST 1976 AIAe • © 1976 • THE AMERICAN INSTITUTE Of ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976 13 K-13 a 1 1 sequences or procedures, or that he has made any exam- ination to ascertain -how or for what purpose the Contrac- tor has used the moneys previously paid on account of the Contract Sum. 9.5 PROGRESS PAYMENTS 9.5.1 After the Architect has issued a Certificate for Pay- ment, the Owner shall make payment in the manner and within the time provided in the Contract Documents. 9.5.2 The Contractor shall promptly pay each Subcon- tractor, upon receipt of payment from the Owner, out of the amount paid to the Contractor on account of such Subcontractor's Work, the amount to which said Subcon- tractor is entitled, reflecting the percentage actually re- tained, if any, from payments to the Contractor on ac- count of such Subcontr'actor's Work. The Contractor shall, by an appropriate agreement with each Subcontractor, re- quire each Subcontractor to make payments to his Sub - subcontractors in similar manner. 9.5.3 The Architect may, on request and at his discretion, furnish to any Subcontractor, if practicable, information regarding the percentages of completion or the amounts applied for by the Contractor and the action taken there- on by the Architect on account of Work done by such Subcontractor. 9.5.4 Neither the Owner nor the Architect shall have any obligation to pay or to see to the payment of any moneys to any Subcontractor except as may otherwise be required by law. 9.5.5 No Certificate for a progress payment, nor any progress payment, nor any partial or entire use or occu- pancy of the Project by the Owner, shall constitute an acceptance of any Work not in accordance with the Con- tract Documents. 9.6 PAYMENTS WITHHELD 9.6.1 The Architect may decline to certify payment and may withhold his Certificate in whole or in part, to the extent necessary reasonably to protect the Owner, if in his opinion he is unable .to make representations to the Owner as provided in Subparagraph 9.4.2. If the Architect is unable to make representations to the Owner as pro- vided in Subparagraph 9.4.2 and to certify payment in the amount of the Application, he will notify the Contractor as provided in Subparagraph 9.4.1. If the Contractor and the Architect cannot agree on a revised amount, the Architect will promptly issue a Certificate for Payment for the amount for which he is able to make such rep- resentations to the Owner. The Architect may also decline to certify payment or, because of subsequently discov- ered evidence or subsequent observations, he may nullify the whole or any part of any Certificate for Payment previously issued, to such extent as may be necessary in his opinion to protect the Owner from loss because of: .1 defective work not remedied, .2 third parry claims filed or reasonable evidence indi- cating probable filing of such claims, .3 failure of the Contractor to make payments prop- erly to Subcontractors or for labor, materials or equipment, - .4 reasonable evidence that the Work cannot be com- pleted for the unpaid balance of the Contract Sum, .5 damage to the Owner or another contractor, .6 reasonable evidence that the Work will not be com- pleted within the Contract Time, or .7 persistent failure to carry out the Work in accord- ance �,.•ith the Contract Documents. 9.6.2 When the above grounds in Subparagraph 9.6.1 are removed, payment shall be made for amounts withheld because of them. 9,7 FAILURE OF PAYMENT 9.7.1 If the Architect does not issue a Certificate for Payment, through no fault of the Contractor, within seven days after receipt of the Contractor's Application for Pay- ment, or if the Owner does not pay the Contractor within seven days .after the date established in the Contract Documents any amount certified by the Architect or awarded by arbitration, then the Contractor may, upon seven additional days' written notice to the Owner and the Architect, stop the Work until payment of the amount owing has been received. The Contract Sum shall be in- creased by the amount. of the Contractor's reasonable costs of shut -down, delay and start-up, which shall be ef- fected by appropriate Change Order in accordance with Paragraph 12.3. 9.8 SUBSTANTIAL COMPLETION 9.8.1 When the Contractor considers that. the Work, or a designated portion thereof which is acceptable to the Owner, is substantially complete as defined in Subpara- graph 8.1.3, the Contractor shall prepare for submission to the Architect a list of items to be completed or cor- rected. The failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. When the Architect on the basis of an inspection deter- mines that the Work or designated portion thereof is sub- -stantially complete, he will then prepare a Certificate of Substantial Completion which shall establish the Date of Substantial Completion, shall state the responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work, and insurance, and shall fix the time within which the Contractor shall com- plete the items listed therein. Warranties required by the Contract Documents shall commence on the Date of Sub- stantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and the Contractor for their written acceptance of the responsi- bilities assigned to them in such Certificate. 9.8.2 Upon Substantial Completion of the Work or desig- nated portion thereof and upon application by the Con- tractor and certification by the Architect, the Owner shall make payment, reflecting adjustment in retainage, if any, for such Work or portion thereof, as provided in the Con- tract Documents. 9.9 FINAL COMPLETION AND FINAL PAYMENT 9.9.1 Upon receipt of written notice that the Work is ready for final inspection .and acceptance and upon re- ceipt of a final Application for Payment, the Architect will AIA DOCUMENT A201• GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 76 14 A201-19AWS • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W_, WASHINGTON, D.C. 20006 K-14 1 1 1 n 1 L 1 promptly make such inspection and, when he finds the Work acceptable under the Contract Documents and the Contract fully performed, he will promptly issue a final Certificate for Payment stating that to the best of his knowledge, information and belief, and on the basis of his observations and inspections, the Work has been com- pleted in accordance with the terms and conditions of the Contract Documents and that the entire balance found to be due the Contractor, and noted in said final Certificate, is due and payable. The Architect's final Certificate for Payment will constitute a further representation that the conditions precedent to the Contractor's being entitled to final payment as set forth in Subparagraph 9.9.2 have been fulfilled. . 9.9.2 Neither the final payment nor the remaining re- tained percentage shall become due until the Contractor submits to the Architect (1) an affidavit that all payrolls; bills for materials and equipment, and other indebtedness connected with the Work for which the Owner or his property might in any way be responsible, have been paid or otherwise satisfied, (2) consent of surety, if any, to final payment and (3), if required by the Owner, other data establishing payment or satisfaction of all such obliga- tions, such as receipts, releases and waivers of liens aris- ing out of the Contract, to the extent and in such form as may be designated by the Owner. If any Subcontractor refuses to furnish a release or waiver required by the Owner, the Contractor may furnish a bond satisfactory to the Owner to indemnify him against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to the Owner all mon- eys that the latter may be compelled to pay in discharging such lien, including all costs and reasonable attorneys' f ees. 9.9.3 If, after Substantial Completion of the Work, final completion thereof is materially delayed through no fault of the Contractor or by the issuance of Change Orders affecting final completion, and the Architect so confirms, the Owner shall, upon application by the Contractor and certification by the Architect, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance for Work not fully completed or cor- rected. is less than the retainage stipulated in the Contract Documents, and if bonds have been furnished -as provided in Paragraph 7.5, the written consent of the surety to the payment of the balance due for That portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 9.9.4 The making of final payment shall constitute a waiver of all claims by the Owner except those arising from: .1 unsettled liens, .2 faulty or defective Work appearing after Substantial Completion, .3 failure of the Work to comply with the require- ments of the Contract Documents, or .4 terms of any special warranties required by the Contract Documents. 9.9.5 The acceptance of final payment shall constit:::e a waiver of all claims by the Contractor except those pre.i_ ously made in writing and identified by the Contra; or as unsettled at the time of the final Application for Fa-y- ment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY 10,1 SAFETY PRECAUTIONS AND PROGRAMS 10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. 10.2 SAFETY OF PERSONS AND PROPERTY 10.2.1 The Contractor shall take all reasonable precau- tions for the safety of, and shall provide all reasonabie protection to prevent damage, injury or loss to: .1 all employees on the Work and all other persons who may be affected thereby; .2 all the Work and all materials and equipment to be incorporated therein, whether in storage on or -off the site, under the care, custody or control of the Contractor or any of his Subcontractors or Sub -subcontractors; and .3 other property at the site or adjacent thereto, in- cluding trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. 10.2.2 The Contractor shall give all notices and comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority bearing on the safety of persons or property or their protection from damage, injury or .loss. 10.2.3 The Contractor shall erect and maintain, as re- quired by existing conditions and progress of the Work, p11 reasonable safeguards for safety and protection, in- cluding posting danger signs and other warnings against hazards, promulgating safety regulations and notifi•ing owners and users of adjacent utilities. 10.2.4 When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the Work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. 10.2.5 The Contractor shall promptly remedy all damage or loss (other than damage or loss insured under Para- graph 11.3) to any property referred to in Clauses 10.2.1.2 and 10.2.1.3 caused in whole or in part by the Contractor, any Subcontractor, any Sub -subcontractor, or anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable and for which the Contractor is responsible under Clauses 10.2.12 and 10.2.1.3, except damage or loss attributable to the acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them, or by anyone for whose acts either of them may be liable, and not attributable to the fault or negligence of the Contrac- tor. The foregoing obligations of the Contractor are in addition to his obligations under Paragraph 4.18. AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION . AUGUST 1976 AIA« - O 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS. 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 20006 A201-1976. 15 K-15 1 1 1 C� 1 1 C1 1 C I - r 1 7 7 10.2.6 The Contractor shall designate a responsible mem- ber of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contrac- tor's superintendent unless otherwise designated by the Contractor in writing to the Owner and the Architect. 10.2.7 The Contractor shall not load or permit any part of the Work to be loaded so as to endanger its safety. 10.3 EMERGENCIES 10.3.1 In any emergency affecting the safety of persons or property, the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Any additional compensation or extension of time claimed by the Con- tractor on account of emergency work shall be deter- mined as provided in Article 12 for Changes in the Work. ARTICLE 11 - INSURANCE 11.1 CONTRACTOR'S LIABILITY INSURANCE 11.1.1 The Contractor shall purchase and maintain such insurance as will protect him from claims set forth below which may arise out of or result from the Contractor's operations under the Contract, whether such operations be by himself or by any Subcontractor or by anyone di- rectly or indirectly employed by any of them, or by any- one for whose acts any of them may be liable: .1 claims under workers' or workmen's compensation, disability benefit and other similar employee bene- fit acts; .2 claims for damages because of bodily injury, oc- cupational sickness or disease, or death of his employees; .3 claims for damages because of bodily injury, sick- ness or disease, or death of any person other than his employees; .4 claims for damages insured by usual personal in- jury liability coverage which are sustained (1) by any person as a result of an offense directly or In- directly related to the employment of such person by the Contractor, or (2) by any other person; 5 claims for damages, other than to the Work itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; and .6 claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. 11.1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than any limits of liability specified in the Contract Documents, or required by law, which- ever is greater. 11.1.3 The insurance required by Subparagraph 11.1.1 shall include contractual liability insurance applicable to the Contractor's obligations under Paragraph 4.18. 11.1.4 Certificates of Insurance acceptable to the Owner shall be filed with the Owner prior to commencement of the Work. These Certificates shall contain a provision that coverages afforded under the policies will not be can- celled until at least thirty days' prior written notice has been given to the Owner. 11.2 OWNER'S LIABILITY INSURANCE 11.2.1 The Owner shall be responsible for purchasing and maintaining his own liability insurance and, at his option, may purchase and maintain such insurance as will protect him against claims which may arise from operations under the Contract. 11.3 PROPERTY INSURANCE 11.3.1 Unless otherwise provided, the Owner shall pur- chase and maintain property insurance upon the entire Work at the site to the full insurable value thereof. This insurance shall include the interests of the Owner, the Contractor, Subcontractors and Sub -subcontractors in the Work and shall insure against the perils of fire and ex- tended coverage and shall include "all risk" insurance for physical loss or damage including, without duplication of coverage, theft, vandalism and malicious mischief. If the Owner does not intend to purchase such insurance for the full insurable value of the entire Work, he shall in- form the Contractor in writing prior to commencement of the Work. The Contractor may then effect insurance which will protect the interests of himself, his Subcontrac- tors and the Sub -subcontractors in the Work, and by ap- propriate Change Order the cost thereof shall be charged to the Owner. If the Contractor is damaged by failure of the Owner to purchase or maintain such insurance and to so notify the Contractor, then the Owner shall bear all reasonable costs properly attributable thereto. If not cov- ered under the all risk insurance or otherwise provided in the Contract Documents, the Contractor shall effect and maintain similar property insurance on portions of the Work stored off the site or in transit when such por- tions of the Work are to be included in an Application for Payment under Subparagraph 9.3.2. 11.3.2 The Owner shall purchase and maintain such boiler and machinery insurance as may be required by the Con- tract Documents or by law. This insurance shall include the interests of the Owner, the Contractor, Subcontrac- tors and Sub -subcontractors in the Work. 11.3.3 Any loss insured under Subparagraph 11.3.1 is to be adjusted with the Owner and made payable to the Owner as trustee for the insureds, as their interests may appear, subject to the requirements of any applicable mortgagee clause and of Subparagraph 11.3.8. The Con- tractor shall pay each Subcontractor a just share of any insurance moneys received by the Contractor, and by ap- propriate agreement, written where legally required for validity, shall require each Subcontractor to make pay- ments to his Sub -subcontractors in similar manner. 11.3.4 The Owner shall file a copy of all policies with the Contractor before an exposure to loss may occur. 11.3.5 If the Contractor requests in writing that insurance for risks other than those described in Subparagraphs 11.3.1 and 11.3.2 or other special hazards be included in the property insurance policy, the Owner shall, if pos- sible, include such insurance, and the cost thereof shall be charged to the Contractor by appropriate Change Order. AIA DOCUMENT A201 • GFNERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 16 A201-1976 AIA® • © 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C: 20006 ' K-16 n 1 1 1 1 Ll 1 11.3.6 The Owner and Contractor waive all rights against (1) each other and the Subcontractors, Sub -subcontractors, agents and employees each of the other, and (2) the Architect and separate contractors, if any, and their sub- contractors, sub -subcontractors, agents and employees, for damages caused by fire or other perils to the extent covered by insurance obtained pursuant to this Paragraph 11.3 or any other property insurance applicable to the Work, except such rights as they may have to the pro- ceeds of such insurance held by the Owner as trustee. The foregoing waiver afforded the Architect, his agents and employees shall not extend to the liability imposed by Subparagraph 4.18.3. The Owner or the Contractor, as appropriate, shall require of the Architect, separate con- tractors, Subcontractors and Sub -subcontractors by ap- propriate agreements,_ written where legally required for validity, similar waivers each in favor of all other parties enumerated in this Subparagraph 11.3.6. 11.3.7 If required in writing by any party in interest, the Owner as trustee shall, upon the occurrence of an insured loss, give bond for the proper performance of his duties. He shall deposit in a separate account any money so re- ceived, and he shall distribute it in accordance with such agreement as the parties in interest may reach, or in ac- cordance with an award by arbitration in which case the procedure shall be as provided in Paragraph 7.9. If after such loss no other special agreement is made, replace- ment of damaged work shall'be covered by an appropri- ate Change Order. 11.3.8 The Owner as trustee shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within five days after the occurrence of loss to the Owner's exercise of this power, and if such objection be made, arbitrators shall be chosen as provided in Paragraph 7.9. The Owner as trustee shall, in that case, make settlement with the insurers in accordance with the directiops of such arbitrators. If.dis- tribution of the insurance proceeds by arbitration is re- quired, the arbitrators will direct such distribution. 11.3.9 If the Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Com- pletion thereof, such occupancy or use shall not com- mence prior to a time mutually agreed to by the Owner and Contractor and to which the insurance company or companies providing the property insurance have con- sented by endorsement to the policy or policies. This in- surance shall not be cancelled or lapsed on account of such partial occupancy or use. Consent of the Contractor and of the insurance company or companies to such occupancy or use shall not be unreasonably withheld. 11.4 LOSS OF USE INSURANCE 11.4.1 The Owner, at his option, may purchase and main- tain such insurance as will insure him against loss of use of his property due to fire or other hazards, however caused. The Owner waives all rights of action against the Contractor for loss of use of his property, including con- sequential losses due to fire or other hazards however caused, to the extent covered by insurance under this Paragraph 11.4.. ARTICLE 12 CHANGES IN THE WORK 12.1 CHANGE ORDERS 12.1.1 A Change Order is a written order to the Contrac- tor signed by the Owner and the Architect, issued after execution of the Contract, authorizing a change in the Work or an adjustment in the Contract Sum or the Con- tract Time. The Contract Sum and the Contract Time may be changed only by Change Order. A Change Orde: signed by the Contractor indicates his agreement there- with, including the adjustment in the Contract Sum c- the Contract Time. 12.1.2 The Owner, without invalidating the Contract, rru order changes in the Work within the general scope cf the Contract consisting of additions, deletions or other revisions, the Contract Sum and the Contract Time being adjusted accordingly. All such changes in the Work shz:l be authorized by Change Order, and shall be performed under the applicable conditions of the Contract Docu- ments. 12.1.3 The cost or credit to the Owner resulting from a change in the Work shall be determined in one or more of the following ways: ,1 by mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; .2 by unit prices stated in the Contract Documents or subsequently agreed upon; .3 by cost to be determined in a manner agreed upon by the parties and a mutually acceptable fixed or percentage fee; or .4 by the method provided in Subparagraph 12.1.4. 12.1.4 If none of the methods set forth in Clauses 12.1.3.1, 12.1.3.2 or 12.1.3.3 -is agreed upon, the Contrac- tor, provided he receives a written order signed by the Owner, shall promptly proceed with the Work involved. The cost of such Work shall then be determined by the Architect on the basis of the reasonable expenditures and savings of those performing the Work attributable to the change, including, in the case of an increase in the Con- tract Sum, a reasonable allowance for overhead and profiL In such case, and also under Clauses 12.1.3.3 and 12.1.3.4 above, the Contractor shall keep and present, in such form as the Architect may prescribe, an itemized account- ing together with appropriate supporting data for inclu- sion in a Change Order. Unless otherwise provided in the Contract Documents, cost shall be limited to the fol- lowing: cost of materials, including sales tax and cost of delivery; cost of labor, including social security, old age and unemployment insurance, and fringe benefits re- quired by agreement or custom; workers' or workmen's compensation insurance; bond premiums; rental value of equipment and machinery; and the additional costs of supervision and field office personnel directly attributable to the change. Pending final determination of cost to the Owner, payments on account shall be made on the Archi- tect's Certificate for Payment. The amount of credit to be allowed by the Contractor to the Owner for any deletion AIA DOCUMENT A201 - GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION - THIRTEENTH EDITION - AUGUST 1976 AIAO - ® 1976 - THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 2006 A201-1976 17 K-17 w 1 �II 1 1 1 1 In or change which results in a net decrease in the Contract Sum will be the amount of the actual net cost as con- firmed by the Architect When both additions and credits covering related Work or substitutions are involved in any one change, the allowance for overhead and profit shall be figured on the basis of the net increase, if any, with respect to that change. 12.1.5 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if the quantities orig- inally contemplated are so changed in a proposed Change Order that application of the agreed unit prices to the quantities of Work proposed will cause substantial in- equity to the Owner or the Contractor, the applicable unit prices shall be equitably adjusted. 12.2 CONCEALED CONDITIONS 12.2.1 Should concealed conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Contract Documents, or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature, differing materially from those ordi- narily encountered and generally recognized as inherent in work of the character provided for in this Contract, be encountered, the Contract Sum shall be equitably ad- justed by Change Order upon claim by either party made within twenty days after the first observance of the conditions. 12.3 CLAIMS FOR ADDITIONAL COST 12.3.1 If the Contractor wishes to make a claim for an increase in the Contract Sum, he shall give the Architect written notice thereof within twenty days after the occur- rence of the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or property in which case the Contractor shall pro- ceed in accordance with Paragraph 10.3. No such claim shall be valid unless so made. If the Owner and the Con- tractor cannot agree on the amount of the adjustment in the Contract Sum, it shall be determined by the Architect. Any change in the Contract Sum resulting from such claim shall be authorized by Change Order. 12.3.2 If the Contractor claims that additional cost is in- volved because of, but not limited to, (1) any written interpretation pursuant to Subparagraph 2.2.8, (2) any order by the Owner to stop the Work pursuant to Para- graph 3.3 where the Contractor was not at fault, (3) any written order for a minor change in the Work issued pur- suant to Paragraph 12.4, or (4) failure of payment by the Owner pursuant to Paragraph 9.7, the Contractor shall make such claim as provided in Subparagraph 12.3.1. 12,4 MINOR CHANGES IN THE WORK 12.4.1 The Architect will have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time and not inconsistent with the intent of the Contract Docu- ments. Such changes shall be effected by written order, and shall be binding on the Owner and the Contractor. The Contractor shall carry out such written orders promptly. ARTICLE 13 UNCOVERING AND CORRECTION OF WORK 13.1 UNCOVERING OF WORK 13.1.1 If any portion of the Work should be covered con- trary to the request of the Architect or to requirements specifically expressed in the Contract Documents, it must, if required in writing by the Architect, be uncovered for his observation and shall be replaced at the Contractor's expense. 13.1.2 If any other portion of the Work has been covered which the Architect has not specifically requested to ob- serve prior to being covered, the Architect may request to see such Work and it shall be uncovered by the Con- tractor. If such Work be found in accordance with the Contract Documents, the cost of uncovering and replace- ment shall, by appropriate Change Order, be charged to the Owner. If such Work be found not in accordance with the Contract Documents, the Contractor shall. pay such costs unless it be found that this condition was caused by the Owner or a separate contractor as provided in Article 6, in which event the Owner shall be responsible for the payment of such costs. 13.2 CORRECTION Of WORK 13.2.1 The Contractor shall promptly correct all Work rejected by the Architect as defective or as failing to con- form to the Contract Documents whether observed be- fore or after Substantial Completion and whether or not fabricated, installed or completed. The Contractor shall. bear all costs of correcting such rejected Work, including compensation for the Architect's additional services made necessary thereby. 13.2.2 If, within one year after the Date of Substantial Completion of the Work or designated portion thereof or within one year after acceptance by the Owner of desig- nated -equipment or within such longer period of time as may be prescribed by law or by the terms of any appli- cable special warranty required by the Contract Docu- ments, any of the Work is found to be defective or not in accordance with the Contract Documents, the Contractor shall correct it promptly after receipt of a written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condi- tion. This obligation shall survive termination of the Contract. The Owner shall give such notice promptly after discovery of the condition. 13.2.3 The Contractor shall remove from the site all por- tions of the Work which are defective or non -conforming and which have not been corrected under Subparagraphs 4.5.1, 13.2.1 and. 13.2.2, unless removal is waived by the Owner. 13.2.4 If the Contractor fails to correct defective or non- conforming Work as provided in Subparagraphs 4.5.1, 13.2.1 and 13.2.2, the Owner may correct it in accordance with Paragraph 3.4. AIA DOCUMENT A201 • GENERAL .CONDITIONS OF THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 18 A201-1976 AIA6 • Q 1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEN' YORK AVENUE, N.W., WASHINGTON, D.C. 20006 K-18 J w 1 1 1 1 fl 13.2.5 If the Contractor does not proceed with the cor- rection of such'defective or non -conforming Work within a reasonable time fixed by written notice from the Archi- tect, the Owner may remove it and may store the mate- rials or equipment at the expense of the Contractor. If the Contractor does not pay the cost of such removal and storage within ten days thereafter, the Owner may upon ten additional days' written notice sell such Work at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs that should have been borne by the Contractor, including compensa- tion for the Architect's additional services made necessary thereby. If such proceeds of sale do not cover all costs which the Contractor should have borne, the difference shall be charged to the Contractor and an appropriate Change Order shall be issued. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to the Owner. 13.2.6 The Contractor shall bear the cost of making good all work of the Owner or separate contractors destroyed or damaged by Such correction or removal. 13.2.7 Nothing contained in this Paragraph 13.2 shall be construed to establish a period of limitation with respect to any other obligation which the Contractor might have under the .Contract Documents, including Paragraph 4.5 hereof. The establishment of the time period of one year after the Date of Substantial Completion or such longer period of time as may be prescribed by law or by the terms of any warranty required by the Contract Docu- ments relates only -to the specific obligation of the Con- tractor to correct the Work, and has no relationship to the time within which his obligation to comply with the Contract Documents may be sought to be enforced, nor to the time within which proceedings may be com- menced to establish the Contractor's liability with respect to his obligations other than specifically to correct the Work. 13.3 ACCEPTANCE OF DEFECTIVE OR NON -CONFORMING WORK 13.3.1 If the Owner prefers to accept defective or non- conforming Work, he may do so instead of requiring its removal and correction, ,in which case a Change Order will be issued to reflect a reduction in the Contract Sum where appropriate and equitable. Such adjustment shall be effected whether or not final payment has been made. ARTICLE 14 TERMINATION OF THE CONTRACT 14,1 TERMINATION BY THE CONTRACTOR 14.1.1 If the Work is stopped for a period of thirty days under an order of any court or other public authority having jurisdiction, or as a result of an act of govern -lent, such as a declaration of a national emergency making materials unavailable, through no act or fault of, the Contractor or a Subcontractor or their agents or employ- ees or any other persons performing any of the %York under a contract with the Contractor, or if the Work should be stopped for a period of thirty days by the Contractor because the Architect has not issued a Certifi- cate for Payment as provided in Paragraph 9.7 or because the Owner has not made payment thereon as provided in Paragraph 9.7, then the Contractor may, upon sever. addi- tional days' written notice to the Owner and the Archi- tect, terminate the Contract and recover from the Owner payment for all Work executed and for any proven loss sustained upon any materials, equipment, tools, construc- tion equipment and machinery, including reasonable profit and damages. 14.2 TERMINATION BY THE OWNER 14.2.1 If the Contractor is adjudged a bankrupt, or if he makes a general assignment for the benefit of his credi- tors, or if a receiver is appointed on account of his in- solvency, or if he persistently or repeatedly refuses or fails, except in cases for which extension of time is pro- vided, to supply enough properly skilled workmen or proper materials, or if he fails to make prompt payment to Subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is guilty of a substantial violation of a provision of the Contract Documents, then the Owner, upon certification by the Architect that sufficient cause exists to justify such action, may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, seven days' written notice, terminate the employment of the Contractor and take possession of the site and of all mate- rials, equipment, tools, construction equipment and machinery. thereon owned by the Contractor and may finish the : Work by whatever method he may deem expedient.. In such case the Contractor shall not be en- titled to receive any further payment until the Work is finished. 14.2.2 If the unpaid balance of the Contract Sum exceeds -the costs of finishing the Work, including compensation for the Architect's additional services made necessary thereby, such excess shall be paid to the Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to the Owner. The amount to be .paid to the Contractor or to the Owner, as the case may be, shall be certified by the Architect, upon application, in the manner provided in Paragraph 9.4, and this obliga- tion for payment shall survive the termination of the Contract. AIA DOCUMENT A201 • GENERAL CONDITIONS Of THE CONTRACT FOR CONSTRUCTION • THIRTEENTH EDITION • AUGUST 1976 AIAG . ®.1976 • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVENUE, N.W., WASHINGTON, D.C. 70006 A201-1976 19 K-19 "1.2.9 In general, Drawings indicate dimensions, positions, and details of construction; Specifications, qualities of material and methods of workmanship. Work indicated on Drawings and not mentioned in L ..1 SECTION L ' SUPPLEMENTARY GENERAL CONDITIONS (AIA) r1. These Supplementary General Conditions supplement the General Conditions of the Contract for the Construction of Buildings, A.I.A. Document A-201, August 1976 edition, which are part of these Specifications. Followingreferences to "Articlee'shall mean articles of such General Conditions. Where any article of General Conditions is supplemented hereby, supplemental provisions shall be considered as added to respective articles. Where parts of any such article are amended, voided or superseded thereby, remaining provisions of such article not so specifically amended, voided, or superseded shall remain in effect. 2. ARTICLE 1 — CONTRACT DOCUMENTS Paragraph 1.2 Execution, Correlation and Intent Subparagraph 1.2.5, add the following: 11.1 Contractor shall protect existing structures on the project site. Restore to existing condition any and all portions of existing structures damaged by work of the Contract, at no cost to Owner." following Add the subparagraphs: 1.2.6 Contractor shall advise Architect, in writing, at least ten (10) working days in advance of time each specific supplementary detail drawing or _ other interpretation will be required in order that progress of construction - work will not be impeded." "1.2.7 Supplementary detail drawings or other interpretations issued by Architect shall be considered as a part of Contract. Any work done before receipt of such detail drawings or other interpretations, if not in accordance therewith, shall be removed and replaced, or adjusted as directed, with- out additionla expense to Owner." "1.2.8 Should any error appear in Drawings or Specifications, or in work done by others affecting work of Contract, Contractor shall notify Architect at once, and Architect will issue instructions for procedure -to be followed. If Contractor proceeds with such work without appropriate instructions from Architect, Contractor shall make good and bear costs thereof for such resulting defects and damages." "1.2.9 In general, Drawings indicate dimensions, positions, and details of construction; Specifications, qualities of material and methods of workmanship. Work indicated on Drawings and not mentioned in L ..1 11 Specifications, or vice -versa, shall be furnished as though fully set forth in both. Work not particularly detailed, marked, or specified shall be some as similar parts that are detailed, marked, or specified'." "1 .2. 10 Figured dimensions take precedence over scale measurements, detailed drawings over general drawings and drawings of later date over those of earlier date. In like manner, Addenda to Specifications take precedence over original Specifications and earlier addenda thereto." 111.2.11 If there is conflict between Drawings and Specifications, Architect's interpretation with respect thereto shall be final and binding on both parties." 111.2.12 Any diagram, chart, plan, or description of borings or other subsoil data which may be included with Contract Documents shall not, because of well understood difficulties under which such borings and subsoil exploration are made, be held to be final and conclusive. Owner shall not be responsible for any difference between indications shown on diagram, chart, plan, or description of borings or any other subsoil data and actual subsurface conditions or subsurface materials that are disclosed by excavation whatsoever same may be." 1.2.13 Specifications are divided in Sections for purpose of ready reference only, and may be reassigned by Contractor if so desired. Contractor is fully responsible for seeing that no work shown is inadvertently omitted. Listing in Specifications of any article, material, operation, process, or method, means that Contractor shall provide each item listed, of quality noted and subject to qualifications noted, and Contractor shall perform each operation as prescribed according to conditions stated, furnishing therefore necessary labor, materials, equipment, and incidentals required to complete the work." r111.2.14 In absence of specific instruction or specification, workmanship of equal quality to that specified elsewhere in these Documents, or as approved by Architect shall be employed." 111.2.15 Subcontractors for each trade shall examine Drawings and Specifications covering work of other trades coming in contact with, or to be superim- posed upon, work of each trade. They shall become acquainted with work of project as a whole in order to achieve proper coordination and cooper- ation necessary for efficient and timely performance of work. Contractor and/or each Subcontractor shall provide work of his trade necessary or required for receiving, execution, and completion of work for other trades coming in contact with his own." 3. ARTICLE 2 — ARCHITECT Paragraph 2.1 Definition 2.1.1 Add: L -2 11 4. "Wherever the term 'Architects, Engineers, Landscape Architects, Professional or Consultant' is used it shall be synonomous with Ward Associates, P. C., Landscape Architects, Architects, Engineers and are to be used interchangeably." 2.2.2 Add "Reference to AIA 'General Conditions of the Contract for Construction' Documents A201.. August 1976 edition, Article 2; Architect, paragraph 2.2.6, 2.2.7, 2.2.8, 2.2.10, 2.2.11, 2.2.12. ARTICLE 4 — CONTRACTOR Paragraph 4.1 Definition Add the following subparagraph: "4.1.2 Any reference to 'Contractor' shall mean any and all contractors working on the Project Site." Paragraph 4.3 Supervision and Construction Procedures Add the following subparagraphs: 114.3.4 Work throughout shall be done in best and most workmanlike manner in conformity with true intent and meaning of drawings and these Specifications and to satisfaction of Architect, whose decisions regarding quality and suitability of materials and workmanship shall be final." "4.3.5 Contractor at all times shall provide safe and sufficient facilities for inspection of work by Architect and his representatives." 114.3.6 Operation shall be conducted as expeditiously as possible, consistent with good practice and in a manner that will cause least inconvenience to Owner, public, or occupants of adjoining properties. Bidders are cautioned that the project site is in a residential area and that good deportment of all working on the site is obligatory." Paragraph 4.4 Labor and Materials 4.4.1 Supplement as follows: 11 .1 Where several materials are specified by name for one use, select for use one of those specified." 11.2 Whenever item or class of material is specified exclusively by trade name, manufacturer's name or by catalog reference, use only such item, or approved equal, unless written approval for substitution is secured." L -3 11.3 Should Contractor desire to substitute another material for one or more specified by name'; apply in writing for such permission; state credit or extra involved; provide supporting data, samples." .4 Make no substitution for materials, article or process required under contract unless written approval is obtained." Paragraph 4.5 Warranty Add the following subparagraphs: "4.5.2 Neither final certificate or payment nor any other provisions of Contract Documents nor partial or entire occupancy of premises by Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve Contractor of liability for defective materials and/or faulty workmanship. Owner agrees that he will give notice of observed defects with reasonable promptness." 1 L -4 1 "4,5.3 Period of time of guarantees, warranties, and/or maintenance bonds, notwithstanding anything to contrary in Contract Documents, shall commence with and include date of final certificate of payment, date of issuance of temporary or final certificate of occupancy, or date of actual beneficial occupancy by Owner, whichever is earliest.' Bene- ficial occupancy in connection with this article is defined as actual use of premises by Owner for purpose intended." 114.5.4 Contractor shall deliver to Architect, upon completion of work under Contract and before final payment is made, his written guarantee made out to Owner and in form satisfactory to Architect, guaranteeing work, materials, appliances, equipment, etc., provided under Contract, to be free from defective materials and/or faulty workmanship and to be jwatertight and leakproof in every particular. Contractor agrees to replace or re -execute, in a manner satisfactory to Architect, without cost to Owner or Architect, such work as may be found to be defective and/or faulty, and pay for damage and/or materials due to such replace- ment, or re-execution." 114.5.5 Contractor's overall guarantee steal I cover a period of one (1) year or longer periods as listed below. This guarantee shall be binding upon Contractor, his successors and/or assignees. In addition to his guar- antee, Contractor shall obtain and deliver his Subcontractor's guarantees as required by the Detail Specifications." Paragraph 4.6 Taxes Add the following subparagraph: "4.6.2 Contractor for agreed consideration promises and agrees to pay taxes 1 L -4 1 1 measured by wages of his employees required by Federal Insurance Contribution Act and amendments thereto, and to accept exclusive liability for said taxes. Contractor further promises and agrees to indemnify and hold Owner harmless on account of tax measured by wages as aforesaid of employees of Contractor and his Subcontractors, assessed against Owner, under authority of said law." Paragraph 4.7 Permits, Fees and Notices Add the following subparagraphs: "4.7.2.1 Contractor shall give all notice and obtain,all permits required for ' the transportation of equipment over roads or streets, road openings, or obstructions, and as otherwise necessary for his work, and shall - pay all costs and fees for same." 114.7.2.2 Pay highway fees for damages to sidewalks, streets or other public property or to any public utilities." "4.7.2.3 Obtain and pay for all permits required for the execution of the work described under the various divisions of the specifications, except as otherwise noted." 114.7.2.4 Secure certificates of inspection that may be required by authorities having jurisdiction over the work; deliver to the Architect upon completion of the work." 114.7.2.5 The Contractor shall furnish the Owner with marked up site plan showing all 'As Built' conditions, elevations, etc., which vary from the contract plans and specifications not later than one week after final approval of all work under this contract. The architect will furnish the Contractor with transparent reproductions of the original contract drawings for this purpose. A licensed surveyor or professional engineer shall certify as to the accuracy and com- pleteness of the 'As Built' modifications to the contract plans and specifications. There shall be no additional compensation paid for the professional services required to be performed by an independent surveyor or engineer. Certification shall be by other than the Architect for this project." Paragraph 4.12 Shop Drawings and Samples Add the following subparagraphs: "4.12.9 Shop drawings shall be submitted for approval at least ten (10) working days before same are required to avoid delay in work." V . L -5 1 "4.12.10 Six(6) Ptints (either blue line or black line) of each Construction Shop Drawing and six (6) prints of each Structural, Mechanical and Electrical Shop Drawing, shall -6e submitted for preliminary checking purposes. Where corrections are necessary, same will be noted on the drawings which will be returned to Contractor, who shall revise such Drawings in accordance therewith, and resubmit copies of corrected Drawings for final approval in quantities above specified. Six copies of catalogs or cuts of manufactured items shall be submitted for approval. In submitting Shop Drawings for approval, all associated drawings related to a complete assembly shall be submitted at one and the same time so that each may be checked in relation to the entire proposed assembly. This is for all submittals." "4'.12.11 Samples of materials shall be submitted in triplicate." Paragraph 4.13 Use of Site Add the following subparagraphs: "4.13.2 In addition to requirements of this article portion of Owner's property that may be used by Contractor shall be agreed upon with Owner and clearly designated, and trespass and encroachment on reserved space or use of existing structures for work of the Contract shall not be made." "4.13.3 Architect reserves right to grant permission for erection of signs of any kind on or about premises." "4.13,4 Contractor shall not display, or permit to be displayed on or about premises any sign, trademark, poster or other advertising device, except as may be required by proper conduct of work and directory of Contractors engaged in work." Paragraph 4.14 Cutting Patching Work and of Subparagraph 4.14.1 Delete this subparagraph and substitute the following new subparagraph: f"4.14.1 Contractor shall report to Architect any cutting requested by Subcontractors that he considers too extensive or that will impair strength of construction. Size, location, etc., of items requiring an opening, chase, or other provisions to receive it in any branch of work, shall be given by Subcontractor requiring same, in ample time to avoid cutting. Add following new subparagraphs: L -6 A 1 I 1 a 114.14.3 This will not relieve Contractor from keeping informed as to such openings, chases, etc., nor from joint responsibility with such Subcontractors for correctness thereof, nor for cutting and making good after work is in place. Should any construction be installed in other than regular and usual working hours (overtime or other- wise), or if on account of strikes, other trades are not at work, then due notice shall be given Subcontractors interested, or entire responsibility shall be assumed by Subcontractor installing work or any cutting needed in work so installed." "4,14.4 If, through neglect of any Subcontractor to give required infor- mation in regard to cutting of work of other trades in, ample time to prevent unnecessary work, or if, through delay or mistake of any Subcontractor, it is necessary to do any additional amount of cutting or replacing of work, Subcontractor requiring cutting shall pay for such cutting and necessary patching and repairing in connection with this additional cutting." 114.14.5 Required cutting, patching and restoring shall be neatly done by mechanics skilled in their trades and to satisfaction of Architect." "4.14.6 Contractor. shall leave work whole, complete and perfect at final completion of building without extra charge." Paragraph 4.15 Cleaning Up Add the following subparagraphs: "4.153 At no time shall any rubbish be thrown from windows of building." 114.15,4 When directed and before final inspection, entire exterior and interior of building and surrounding areas shall be cleared of rubbish and thoroughly cleaned by Contractor, including following:" 11.1 Construction facilities, debris, and rubbish shall be removed from Owner's property." 11.2 New finished surfaces and surfaces soiled by operations hereunder within building shall be swept, dusted, washed, and polished. This includes" cleaning of work of finishing trades where needed, whether or not cleaning for such trades is included in their respective specifications." 11.3 Install adequate runner strips of building paper on finished floors to satisfaction of Architect." 11.4 Equipment shall be new, in an undamaged, bright, clean, polished condition." 11.5 New and replaced glazing shall be washed and polished, both sides, by a window cleaner specializing in such work." L -7 Paragraph 4.18 Indemnification Subparagraph 4.18.1 Delete this subparagraph and substitute the following new subparagraph: "4.18.1 Contractor agrees to indemnify, hold harmless, and defend Owner and Architect, their agents and employees from and against any 4.15.5 Contractor shall be responsible for breakage of glazing material from time glazier has completed his work until building is turned over to Owner. He shall replace broken or scratched glazing material and deliver building with glazing intact and clean." 114.15.6 Contractor shall keep premises clean and clear of garbage, refuse and waste matter of any nature which might attract or foster rodents or vermin, and shall provide extermination service if require to keep premises free from such pests should this be required." Paragraph 4.18 Indemnification Subparagraph 4.18.1 Delete this subparagraph and substitute the following new subparagraph: 6.1 .1 To be supplemented by addition of the following: L —8 "4.18.1 Contractor agrees to indemnify, hold harmless, and defend Owner and Architect, their agents and employees from and against any and all liability for loss, damage or expense which Owner or Architect, their agents and employees may suffer or for which Owner or Architect, their agents and employees may be held liable by reason of injury, including death, to any person or damage to any property arising out of or in any manner-connecfed with operations to be performed under this Contract, whether or -not due in whole or in part to any act, omission or negligence of Owner or Architect, their agents and employees, or any of their representatives or employees." 5. ARTICLE 5 — SUBCONTRACTORS 5.1.1 To be supplemented by addition of the following: ".1 The work shall be performed by the Contractor and his workmen under his immediate supervision and shall not be assigned, transferred or sublet in whole or in major part to another Contractor. Minor portions of the work may be sublet or subcontracted by approval of the Architect. The sublet work shall be supervised at all times by the Prime Contractor, and the Owner wi 1I have no dealings with any subcontractors. The approval of any subcontractors wi II- not relieve the Prime Con- tractor of any of his responsibility and this approval is not to be misconstrued to imply that there is any contract between the Owner and the subcontractor." 6. ARTICLE 6 — SEPARATE CONTRACTS 6.1 .1 To be supplemented by addition of the following: L —8 M 1 1 1 ".1 The Owner reserves the right to let other contracts in connection with this work.- The Contractor shall afford other Contractors reasonable opportunity for the intro- duction and storage of their materials and the execution of their work and shall properly connect and coordinate his work with theirs." 11.2 If any part of the Contractor's work depends for the proper execution or results upon the work of any other Contractor, he shall inspect and promptly report to the Architect any defects in such work that render it unsuitable for such proper execution and results. Failure to notify the Architect in writing of the deficiencies or faults in work of such other Contractor shall constitute acceptance thereof and waiver of any claim of its unsuitability to receive his work." 11.3 To insure the proper execution of his subsequent work, the Contractor shall measure work already in place, and/or distances to existing structures and shall at once report to the Architect any discrepancies between the executed work and the drawings." ARTICLE 7 — MISCELLANEOUS PROVISIONS Paragraph 7.5 Performance Bond and Labor and Material Bond To be supplemented by addition of the following: "7.5.2 The Contractor shall furnish from an approved surety company bonds to be approved by the Owner's Attorney as follows:" ".1 Performance bond in a sum equal to the amount of the contract, guaranteeing the faithful performance and satisfactory completion of the work in accordance with the plans, specifications and the contract documents." 11.2 Payment bond in an amount equal to 100% of the contract guaranteeing that the Contractor pay all bills and obligations for labor and materials incurred under this contract, by him- self or his subcontractors, thus rendering the owners harmless from claims and liens which might be filed after the com- pletion of the work and after the final payment has been made to the Contractor." 11.3 Maintenance bond in an amount equal to 100% of the contract guaranteeing the maintenance of the work in a satisfactory condition for a period of one (1) year from the date of its completion and acceptance by the Owner. This guarantee shall apply to workmanship and materials but not to conditions beyond the Contractor's control." L =9 Paragraph 7.7 Tests Add the follnwing to subparagraph 7.7.1: 11.1 In addition, the Owner, or any Public or Private Authority having jurisdiction reserves the right to require tests of any materials used or to be used in the building and at any time during construction." 11.2 Tests of materials shall meet all requirements of ASTM and ASME Standards and of all laws, ordinances or any Public or Private Authority having jurisdiction." 11.3 Any other tests of materials, if required by the Owner. and/or Architect shall be conducted by a laboratory designated by the Architect and the expenses incurred in making tests shall be borne by the Owner." Paragraph 7.8 1 nterest. Delete subparagraph 7.8.1 in its entirety. Add the following new subparagraphs to Article 7: "7.10 Lines and Levels" "7.10.1 Contractor shall be responsible for accuracy of information indicated on survey in execution of various parts of work. Contractor shall report any error to Architect before proceeding with work." "7.10.2 Work included under this Contract shall be laid out by Contractor, whd shall employ a competent surveyor. Said surveyor shall give lines and levels, and Contractor shall be held responsible for correctness of same, following strict requirements of Drawings and Specifications." "7.10.3 Contractor shall advise Architect of any conditions that arise in connection with layout of the park project and all related work which is at variance with dimensions or conditions indicated on the Drawings." "7.11 Extra Work and Unit Prices" "7.11 .1 The term 'Unit Prices' signifies in this Specification the method of establishing prices of work that may be omitted from or added to the Contract." "7. 11.2 No part of the executive or overhead expense of the Contractor or salaries of persons employed exclusively in the main office shall be charged to the cost of the work." "7, 11.3 Costs may include labor, materials, the use of power tools and equipment, L-10 Workmen's Compensation Insurance, and pro -rata charges for additionally required insurance, additional time of foreman, Old Age and Survivor's Insurance Benefits, Unemployment Insurance and Bond Premiums (if required)." "7. 11.4 Overhead shall include job superintendent, supervision super- intendence, timekeepers, clerics, watchmen, small tools, incidental job expenses, general office expenses, and executive salaries." 117.11.5 Where spaces are provided in the Form of Proposal, the Contractor shall include amounts for work to be omitted and added to the Contract. " 117.11.6 The Owner may direct the Contractor to execute omitted, added or substituted work on the basis of written instructions from the Architect countersigned by the Owner, and the Standard Form of General Conditions of the American Institute of Architects, the Supplementary General Conditions, and Division 1 - General Requirements,. steal I form a part of the Agreement for said work." 117.12.5 If restrictions of any Government Authority prohibit the purchase or use of certain items that are required by the Drawings or the Specif- ications, substitutions for such items shall be determined by the L-11 "7.12 Manufacturer's Names" "7. 12.1 The Architect has specified certain materials and manufactured products by brand name. This has been done because the Architect ' believes that the products sold under these brand names meet the standard of quality and grade that he wishes to use for this project." "7.12.2 The proposal shall be based only upon the materials and methods specified and the awarding of a contract will be held to be on such basis only." "7.12.3 Should the Contractor desire to use some other material brand or of material in place of that specified, he shall write to the Architect asking his permission and approval, stating what the difference in cost would be, provided the change is approved by the Architect." "7.12.4 In the case where the Contractor receives approval to use substitutes for proprietary articles, subassemblies, equipment, or other manu- factured articles, he shall design and make all necessary modifications to the work as required, subject to the approval of the Architect. Any architectural or engineering costs incurred by the Architect in checking for conformity to design requirements due to changes or substitution of materials by the Contractor shall be paid for by the Contractor at no additional cost to the Owner." 117.12.5 If restrictions of any Government Authority prohibit the purchase or use of certain items that are required by the Drawings or the Specif- ications, substitutions for such items shall be determined by the L-11 j O Architect and Owner after the award of the Contract. The Contractor shall base his bid on furnishing all items exactly as shown and specified. The Contractor is not authorized to make any substitutions on his own initiative but in every instance must obtain a properly authorized change order before installing any work varying from Contract requirements." 8. ARTICLE 8 — TIME Paragraph 8.3 Delays and Extensions of Time Add the following new subparagraph to Article 8: "8.3.5 As actual damages for any delay in completion, the Contractor -and his Sureties shal I be I iable for and shal I pay to the Owner, the sum hereinafter stipulated as fixed, agreed, and liquidated damages for each calendar day of delay until the work is completed or accepted." "8.3.5.1 $100.00 per calendar day. " 118.3.5.2 Plus any additional professional time involved." 118.3.6 The Owner may accept any part of the work if there has been such a degree of completion as will, in his opinion, make such part reasonably safe, fit, and convenient for the use and accomodation for which it was intended." . 9. ARTICLE 9 — PAYMENTS AND COMPLETION Paragraph 9.2 Schedule of Values Add the following subparagraphs: "9.2.1 .1 No further payment after the first payment will be made to the Con- tractor until the Schedule of Values as described hereinabove has been properly submitted to Owner and Architect and has been approved by them. Such Schedule of Values shall show separately the cost of labor or services and the cost of materials and items." "9.2.1.2 In applying for payments, the Contractor shall submit a statement based upon this schedule and itemized in such form and supported by such evidence as hereinafter provided showing his right to the pay- ment claimed." Paragraph 9.3 Applications for Payment Add the following subparagraph: 119.3.1.1 The Contractor shall submit payment requirements utilizing AIA Document G702 and supplemental sheets G702A as necessary." L-12 Paragraph 9.4 Certificates for Payment . Add the following subparagraphs: 9.4.3.1 Provisions will be made in the Agreement for the monthly payment on account, amounting to ninety-fiveper cent of the proportionate value of the work incorporated in the building, unless otherwise stipulated in the Contract Agreement." "9.4.3.2 In making such progress payments for the work, there shall be retained five (5%) per cent of the estimated amount until completion and acceptance of all work covered by the Contract." Paragraph 9.6 Payments Withheld, Add the following subparagraph: 119.6.2.1 The Contractor shall within two (2) weeks of the date that he has received payment on the previous requisition submitted but not later than when next requisition is submitted, provide the Owner and/or Architect with satisfactory evidence of payment by the General Con- tractor to his subcontractors, for all work, labor and services performed and materials furnished under this Contract." Add the following subparagraph: "9.6.2.2 If the Contractor fails to furnish the hereinbefore mentioned evidence with his next monthly requisition, no further Certificates of Payments shall become due until such evidence has been delivered to the Owner and Architect." Paragraph 9.7 Failure of Payment Delete subparagraph 9.7.1 in its entirety. Paragraph 9.8 Substantial Completion and Final Payment Add the following subparagraph: "9.8.1.1 At any time within thirty (30) days after the whole work shall be accepted by the Owner, firm any person, or cooperation claiming to have performed labor or fumished materials toward the perform- ance of this contract shall file a Notice of Lien, pursuant to the provisions of the Lien Law of the State, then and in every such case, the Owner shall retain from the monies under its control and due or to become due to the Contractor under this contract, so much of such monies as shall be sufficient to satisfy the amount in such notice claimed to be due to the person, firm or corporation filing L-13 1 1 1 1 1 1 1 1 1 1 1 1, • • A J1 such notice., together with reasonable costs of any action brought to enforce such claim or the lien created by the filing of such notice, anything herein contained to the contrary notwithstanding. The monies so retained shall be held by the Owner without interest until the lien so .created shall be legally discharged." Add the following subparagraph: "9.8.1.2 Contractor shall, upon completion of all work and before final Certificate is issued, provide Architect with satisfactory evidence, in form of a General Release, showing payment by General Con- tractor to hi s Subcontractors and material suppliers, and said Contractor and Subcontractors shall, in turn, submit similiar release in favor of Owner. 10. ARTICLE 10 — PROTECTION OF PERSONS AND PROPERTY Paragraph 10.2 Safety of Persons and Property Add the following subparagraphs: "10.2.1.4 The Contractor shall confine his activities to the areas of new construction. Storage of materials, job offices, etc., shall be located as directed by the Architect." 10.2.1.5 The Contractor shall repair all damage or injury to this and adjoining property caused by his work and leave all in as good condition as before work was started. He shall relieve Owner of all responsibility for any claims due to such damage or injury and must defend any action of law brought by reason thereof." "10.2.1.6 Protect trees, landscape work from damage; provide guards; covering. Replace or repair damaged work without cost to Owner." 10.2.1.7 Protect streets, sidewalks, make necessary repairs without extra cost to Owner." Add the following subparagraph: 10.2.1.8 Contractor, in addition to general and specific itmes mentioned in above, shall protect concrete and brick work where same will be subject to damage from construction work, traffic, or otherwise. Cement and other floors shall be protected until sufficiently set and cured to sustain traffic." Add the following new paragraphs to Article 10: 10.4 Accidents" i C -14 i 1 1 1 C 1 1 t 1110.4.1 Provide, at site, kit of articles and medications for supplying first old treatments to anyone injured in connection with the work. Make kit available for use by others working on the site." "10.4.2 Submit, promptly, written reports of all accidents arising out of performance of contract work. Furnish full details, including state- ments of witnesses, if any. Report immediately, by telephone or i messenger, to Owner and Architect and their job representative, all accidents resulting in death, serious personal injury or serious property damage. If any claim is made against the Contractor or any subcon- tractor as the result of an accident, the Contractor shall submit the facts, in written report, giving full details of claim." 11 . ARTICLE 11 — INSURANCE Paragraph 11.1 Contractor's Liability Insurance Add the following subparagraph: "11.1.1.7 Contractor's Liability Insurance - Contractor shall provide from his insurance company a letter stating that the Owner will have a 10 - day cancellation notice on all policies; that the Owner will be "named insured" on all policies; and, that all policies shall be delivered to the Owner's representative for approval prior to signing Contract. The Contractor agrees to indemnify and save harmless the Owner and Architect of and from any and all liability for damages for injury to all the person and/or property of another including employees of the Contractor or subcontractor and against and from all suits and actions and all costs and damages to which the Owner or Architect may be put for or on account of any injury or alleged injury to the person or property of another resulting from the performance of the work, or from failure to guard the same, whether such operations be by himself or by any subcontractor or anyone directly or indirectly employed by either of them and .the amounts of such insurance shall not be less than:" "Contractor Limits a. Bodily Injury Liability $500,000/$1,000,000 b. Property Damage Liability (including collapse, blasting, explosion, and underground damage) $100,000/$ 300,000 c. Contractor's Protective Liability 1. Bodily Injury Liability $500,000/1,000,000 2. Property Damage Liability (including collapse, blasting, explosion and underground damage) $1001000/$300,000 d. Contractual Liability (Hold Harmless) L -15 ' L-16 e "Contractor Limits 1. Bodily Injury Liability $500,000/$1,000,0'00 2. Property Damage Liability (including collapse, blasting, explosion, and underground damage) $1001000/$ 300,000" "Subcontractor Limits a. Bodily Injury Liability $500,000/$1,000,000 b. Property Damage Liability (including collapse, blasting, explosion and underground damage) $100,000/$ 300,000 c. Subcontractor's Protective Liability 1. Bodily Injury Liability $500,000/$1,000,000 2. Property Damage Liability (including collapse, blasting, explosion, and underground damage) $1001000/$ 300,000" "Automobile Liability Insurance Limits Contractor and Subcontractor -owned, hired, non -ownership automobiles: a. Bodily Injury Liability $1001000/$ 300,000 b. Property Damage Liability $ 2510001, "Owner's Protective Liability Insurance Limits a. Bodily Injury Liability $500,000/$1,000,000 b. Property:'Damage Liability $100,000/$ 300,000" 1.1.8 Compensation and Employer's Liability Insurance -The contractor shall Take out and maintain during the life of this contract the statuary Workmen's Compensation and Employer's Liability Insurance for all of his employees to be engaged in work on the project under this Contract and, in case any such work is sublet, the Contractor shall require the Subcontractor similarly to provide Workmen's Compensation and Em- ployer's Liability Insurance for all of the latter's employees to be engaged in such work." "11.1.1.9 Unemployment Insurance - The Contractor for the agreed consideration, promises and agrees to pay the contributions measured by the wages of 1 his employees required by State Unemployment Insurance Laws and all amendments thereto, and to accept the account of any contribution measured by the wages as aforesaid of employees of the Contractors and his subcontractors assessed against the Owner under the authority of said law." ' L-16 11.1.1.10 Any insurance which the Contractor, any Subcontractor or subcontractors require for their own protections shall be their own responsibility and at their own expense." Paragraph 11.2 Owner's Liability Insurance Delete subparagraph 11.2.1 in its entirety. Paragraph 11.3 Property Insurance Add the following subparagraph: "11.3.1.1 Fire Insurance Builders Risk Completed Value Form - The Contractor shall effect and maintain fire and theft insurance upon the entire structure on which the work of this contract is to be done to one hundred per cent of the insurable value hereof, including items of labor and materials connected therewith whether in or adjacent to the structure insured and materials in place. EXCLUSIONS - This insurance does not cover any tools owned by mechanics, any tools, equipment, scaffolding, staging, towers, materials not installed, and forms owned or rented by the Contractor, the capital value of which is not included in the cost of the work, or any shanties, bunk houses or other structures erected for ousing the workmen. The loss, if any, is to be made adjustable with and payable to the Owner as Trustee for the insureds as their interests may appear, except in such cases as may require payment for 'al l or a proportion of said insurance to be made to a mortgage as his interests may appear. The Contractor is responsible for all materials, constructions, tools, equipment, etc., not installed and accepted by Architect or Owner in such capacity as insured jointly with the Owner in all policies all of which shall be open to the Con- tractor's inspection. Certificates of such insurance shall be filed with the Owner." 12. ARTICLE 12 — CHANGES IN THE WORK Paragraph 12.1 Change Orders Add the following subparagraphs: "12.1.3.5 Contractor shall be reimbursed for extra work, authorized by Owner, and not covered by Unit Prices as follows:" "12.1.3.5.1 For work performed by Contractor's own forces, proper actual cost, plus ten (10%) per cent for overhead plus ten (10%) per cent for profit." L-17 u "12.1.3.5.2 For work performed by Subcontractors, actual amount due subcontractor, additional ten (10%) per cent to cover both overhead and profit for contractor." "12.1.3.5.3 If a Subcontractor or material supplier is involved in an extra, total allowance for overhead and profit for all parties involved shall not exceed thirty (30%) per cent of net difference in cost." "12.1.3..5.4 No part of executive or overhead expense of Contractor or salaries of persons employed exclusively in main office shall be charged to cost of work." 1112.1.3.5.5 Costs may include labor, materials, use of power tools and equip- ment, Workmen's Compensation Insurance, and pro -rata charges for additionally required insurance, additional time of foreman, Old Age and Survivors Insurance Benefits and Unemployment Insurance." "12.1.3.5.6 Overhead shall include job superintendent, supervision, super- intendence, timekeepers, clerks, watchmen, small tools, incidental job expenses, general office expense, and executive salaries." 1112.1.3.5.7 Contractor shall be permitted to retain overhead and profit on omitted work, except for work to be performed under an Allowance." "12.1.3.5.8 On substituted work, overhead and profit shall be computed only on difference between cost of specified work and substituted work." 1112.1.3.5.9 Net difference in cost shall be only direct out-of-pocket cost and resulting from each shall be difference between proper cost additions and deductions." L-18 DIVISION 1 SECTION 0100 SPECIAL PROVISION RELATING TO THE SPECIFICATIONS The Specification is divided into Divisions with individual Sections of related units of work grouped under each Division. This grouping is intended as a reference convenience only, and in no way limits or restricts the Contractor in his assignment of the work. Division numbers and titles appear only in the index. These are fixed and unchangeable. The Specification is divided into five zauch divisions. Each General Construction Section is divided into subdivisions. 1. Scope 2. Work by Others 3. Materials 4. General 5. Standards 6. Shop Drawings, Samples and Certifications 7. Storage and Protection 8. Inspection and Testing 9. Cleaning 10. Guarantee These subdivisions are fixed and unchangeable. It is likely no section will list all ten in the body of the Section, thus accounting for nonconsecutive subdivision numbering within the Section. Where any of the ten does not appear in the body of the Section it appears by reference as described in the following paragraph. 1. SCOPE appears in the body of each Section and is intended for clarification only and makes no attempt to define the entire scope of the Section. It shall be understood that the scope sof the work of each Section shall also be in accordance with the Drawings, Related Sections of the Specifications, General Conditions, Supplementary General Conditions and all sections__ included in Division 1 - General Requirements. 2. When WORK BY OTHERS appears in the body of a section it is to specifically call attention to items of work that are not part of that sections. 3. MATERIALS describes major items or materials required for the work under the Section, but does not attempt to list or describe incidental items which may be necessary for the successful installation of the work, nor does it limit the items or materials required to provide the full scope of the work which may be reasonably 8 inferred from the Drawings and Specifications. It is understood that all such items 4 shall be of quality consistent with the specified and of a type necessary to produce 1 the intended result. 3 1/85 0100-1 4. GENERAL describes the work done under the section, but it is understood that it does not limit the scope of that work. 5. STANDARDS, when it appears in the body of a Section, describes specific standards of materials and workmanship required for the work of that Section. All standards are latest issue in effect on date of invitation of Bid. 6. SHOP DRAWINGS, SAMPLES AND CERETIFICATIONS appears in the body of the section only when calling attention to specific items required to be submitted. When SHOP DRAWINGS appears in the body of a section, the Contractor shall submit for approval of the Architect any Shop Drawings or Catalog Cuts required by the Specification or that may be requested by the Architect. Shop Drawings shall be submitted for approval at least ten (10) working days before same are required to avoid delay in work. On reproducible transparency of each Construction Shop Drawing shall be submitted for approval purposes. Where corrections are necessary, some will be noted on the reproducible transparency which will be returned to Contractor who shall revise such Drawings in accordance therewith, and resubmit reproducible for final approval. In submitting Shop Drawings for approval, all associated drawinqs related to a complete assembly shall be submitted at one and the same type so that each may be checked in relation to the entire proposed assembly. This is for all submittals. Specifications Division, Section, and article numbers and submission numbers are to be noted in the title block. When SAMPLES appear in a body of a Section, the Contractor shall furnish for approval of the Architect any samples required by the Specifications that may be requested by the Architect, of any and all materials proposed for use in the project; with all shipping charges for Samples prepaid. Samples of materials shall be submitted in triplicate. When CERTIFICATIONS appear in a body of a section, the manufacturer of items of materials to be used in the work of the Section shall certify in writing that materials comply with applicable standards listed in Subdividion No. 3, "materials" (usually ASTM Designations or Federal Specifications) and any specific standards and specifications listed int he body of the section. Six copies of catalogs or cuts of manufactured items shall be submitted for approval. 7. When STORAGE AND PROTECTION appears in the body of a Section, it shall be understood that all materials, equipment, etc., shall be delivered to the site and stored on the premises at locations approved by tKe Architect. The Contractor shall be responsible for the proper care and protection of all his materials, equipment, etc., delivered to the site. The Contractor shall protect and be responsible for any damage to his work or material, from the date of the agreement until final payment is made and shall make good without cost to the Owner any damage or loss that may occur during this period. The Contractor shall handle all material as directed so that it may be inspected by the Architect. Should any material be found defective or in any way contrary to the contract, this material, no matter in what state of completion, may be rejected by the Architect and shall be removed from the premises at once. 4 1 3 1/85 0100-2 6 1 t 9. When CLEANING appears in the body of a section, it shall be understood that in addition to the requirements of the General Conditions, all surfaces shall be cleaned prior to final acceptance of the improvement. 10. When GUARANTEE appears in the body of a Section only when calling attention to a guarantee required to extend beyond the period of the Contractor's Guarantee called for in. the General Conditions, or to state special requireme-nts for specific guarantees within the one year time period or both. 4 1 3 1/85 0100-3 End of Section 8. When INSPECTION AND TESTING appears in the body of a Section, it shall be understood that, in addition to the requirements of the General Conditions, the Architect and Owner shall, at all times, have access to the work wherever it is in preparation or progress, and the Contractor shall provide proper and safe facilities All requests for inspection and approval shall for such access and for inspection. be made to the Architect. If approvals of a specialized nature are required, these requests shall be made in ample time so that the proper person or agency can be given advance notice that his presence will be required. If the Specifications, the Architect's instructions, laws, ordinances, or any public authority require any work to be specially tested or approved, the Contractor shall give the Architect timely notice of its readiness for observation by the Architect or inspection by another if the inspection is by another authority, of the date fixed for such authority, and inspection, required certificates for inspection being secured by the Contractor. Observations by the Architect shall be promptly made, and where practicable at the source of supply. If any work should be covered up without approval or consent of the Architect, it must, if required by the Architect, be uncovered for examination at the Contractor's expense. 1 t 9. When CLEANING appears in the body of a section, it shall be understood that in addition to the requirements of the General Conditions, all surfaces shall be cleaned prior to final acceptance of the improvement. 10. When GUARANTEE appears in the body of a Section only when calling attention to a guarantee required to extend beyond the period of the Contractor's Guarantee called for in. the General Conditions, or to state special requireme-nts for specific guarantees within the one year time period or both. 4 1 3 1/85 0100-3 End of Section DIVISION 1 SECTION 0101 BORINGS AND TEST PITS 0101.3 GENERAL a. When subsurface boring or other subsurface information is indicated on the Drawings or herein specified, it shall be understood that such information has been obtained with reasonable care and recorded in good faith with reasonable interpretations placed on the results and character of materials and conditions to be expected. Bidders must interpret this information according to their own judgment and must not rely upon it as accurate and descriptive of subsurface conditions which may be found to exist. The information is made available to bidders only that they may have access to the identical information as the Professional. b. The Professional nor the Owner assumes any responsibility as to the accuracy of the subsurface information enclosed within these Contract Documents. C. The test tole information is included for the Contractor's evaluation. of the existing site subsoil conditions. 8 4 0101-1 1 End of Section 3 1/85 8 4 1 3 1/85 DIVISION I SECTION 0102 TEMPORARY CONSTRUCTION AND FACILITIES 0102.1 SCOPE a. Work required under this section consists of providing all temporary construction and facilities necessary to complete work as indicated on drawings and as described in specifications. 0102.4 GENERAL a. Contractor 1. Temporary Offices and Sheds: Contractor to provide temporary sheds for the storage of his tools and materials. The design and location of offices, sheds, and toilets shall be approved by the owner and Architect prior to erection. 2. Temporary Scaffolds, Stagings, and Safety Devices: Contractor shall provide, erect, maintain, and remove when directed, all scaffolding, staging, platform, temporary runways, guards, railings, etc., as required by municipal and state codes, or laws for the protection of workmen and public. Construction, inspection, and maintenance of above items shall comply with safety codes and regulations as applicable to work. 3. Winter Construction and Protection Against Freezing: Durinq months when temperatures are below 40 degrees F, Contractor shall provide temporary enclosures for protection of the work. Green concrete shall be protected at all times. In freezing weather, concrete shall be covered with canvas, lapped and weighted, and maintained in such manner as to shed water. During months when temperatures are below 40 degrees F, footings and walls shall be covered with insulating blankets. This protection shall be maintained until danger from freezing has passed. 4. _Hours of Work: No work shall be done on the job before 8:00 a.m. nor after 5:00 p.m. unless the Owner is notified, nor shall any work be done on Saturdays, Sundays, or legal holidays unless Contractor shall have given Owner written request at least forty-eight (48) hours in advance. Contractor to comply with Owner Noise Ordinance. All overtime work at Contractor's expense. 0102-1 10. Temporary Toilets: The Contractor shall provide an adequate approved temporary toilet for the use of workmen. Maintain temporary toilet facility in a clean and sanitary manner. At the completion of the work, when directed, the toilet building shall be removed. 11. Pumping and Dewatering: Contractor shall furnish and operate pumping equipment necessary to keep on premises, includinq excavations, pits, cellars, areas and trenches, free from water at all times during construction. Water shall be disposed of in such a manner as will not cause injury to public health or damage or expense to public or private property, and in accordance with requirements of municipal agencies having jurisdiction. If sewers and streets are used for drainage or disposal of water during construction, they shall be maintained and left satisfactorily clean upon completion of work. It is expressly stipulated that Contractor shall not be permitted to use any completed excavation or foundation for drainage resulting from pumping in any other area. The Contractor shall not conduct water to privately owned properties. Such system shall also be adequate to remove storm water within construction area. Pumped water shall be removed from building area. i12. _Removal of Rubbish and Maintenance of Site: Contractor shall keep premises and surrounding sidewalks and streets clean and free from his rubbish and discarded or surplus materials. Maintain unobstructed pedestrian and automotive traffic lanes on the roads, service drives, and properties adjoining the site. All hauling and construction traffic shall use only those roads on site designated by Owner. Daily clean all snow, mud, dirt, and debris from all roads, drives, and working areas and maintain the access roads to the site in good condition. Replace all curbing and repair all roads and walks damaged as a result of the work. 13. Temporary Water During Construction: The Contractor is notified there is no construction water available at the site. 14. Temporary Fencing: The Contractor shall furnish, erect, and maintain temporary construction fence around all open pits and excavations or other hazardous areas within the site. In addition, all hazardous areas shall be protected by battery operated safety flashers. The Contractor is notified that the traveling public from the ferry ' operations is to be protected at all times. 4 1 3 1/85 0102-3 End of Section ' 5. Use of Premises: Portion of Owner's property that may be used by Contractor shall be agreed upon with Owner and clearly designated, and trespass and encroachment of reserved space shall not be made. Any damage to space allowed for use shall be made good on release of space. 6. Possession of Site and Responsibility: After taking possession of site, Contractor shall be responsible thereafter, until completion for management, care, and maintenance of site and shall be solely responsible for damage to or on account of executing of this work, and shall adjust claims or suits accruing therefrom, without loss, expense, or annoyance to Owner. 7. _Record Drawings: During course of construction, the Contractor shall keep accurate record of deviations in work as shown on drawings. After work is completed, Contractors shall secure at their own expense, from Consultant, one set of reproducible transparencies of drawings, and indicate changes and revisions to piping, equipment, and electrical work, with particular attention to outside underground utility lines as to location, elevation, size, etc., thereon in a neat and accurate manner. ■ Title drawings "Record Drawings of Work - As Built". Include cost of furnishing above prints and preparing record drawings in bid. When revisions are completed, deliver corrected drawings to Consultant. Final payment for completed work will not be made until Consultant receives approved drawings. 8. _Removal of Temporary Work: Temporary work such as temporary telephones, electric power and light system, water piping, hoses, sheds, field offices, signs, guards, shoring, fences, etc., provided or erected by property of Contractor, except where otherwise noted, when such temporary work is no longer required, or when directed, or at completion of Contract. 9. Temporary and Trial Usage: Temporary or trial usage by Owner of mehcanical or electrical device, machinery, equipment, or work or material supplied under this Contract before final compleiton and written acceptance by Consultant shall not be construed as an evidence of acceptance of same. Owner shall have privilege of such temporary and trial usage for such reasonable length of time as shall deem proper for making a complete and thorough test of same; and not claim for damage shall be made by Contractor for injury to or breaking or parts of such work which may be caused ' by weakness or inaccuracy of structural part of by defective materials or workmanship. If Contractor so elects, he may, at his own expense, place a competent person or persons, satisfactory to Owner, to make trial usage. Trial shall be made under supervision of Owner. 8 4 ' 3 1/85 0102-2 DIVISION 1 SECTION 0103 GENERAL DESCRIPTION OF CONTRACT The Contractor shall perform work covered in the General Requirements of the specifications and detailed specifications of Divisions 2, 3, 5 and 16. The work shall generally include, but not be limited to: Preparation of Site, Site Grading and Excavation, Building Foundation Excavation and Construction, French Drainage System, Construction of Stone Blend Base and Asphalt Concrete Pavement, Concrete curbing and Sidewalk, Sanitary System, Topsoil and Planting, Pavement Striping, Underground Water, Telephone, Electrical Services, Timber Guide Rail & Chain Link Fence. The contractor is advised that some of the work items listed above are under the base bid and others are under the Add Alternates. The contractor shall coordinate his work with the Cross Sound Ferry, Inc. operations. Under no circumstances shall the Contractor's plant or work interfere with this operation. The contractor is advised that the foundation for the proposed new Ferry Terminal is to be scheduled for early construction in order that the subsequent building contracts can be started by November 1, 1985. The contractor is notified that other contractors may be working at the site concurrently and the work will require the coordination of all parties. 0103-1 End of Section DIVISION 2 SECTION 0210 PREPARATION OF SITE - CLEARING, GRUBBING AND DEMOLITION 0210.1 SCOPE a. Under this section the Contractor shall clear, grub, demolish and remove all items as shown on the plans. The Contractor shall remove all debris, waste material, trees, brush, gravel, fencing, pavement, concrete slabs, curbs, lighting poles, and other items as shown on the plans or encountered during grading operations, as as directed by the ' Architect. 0210.3 MATERIALS AND GENERAL a. The Contractor shall remove trees, including branches, trunks, and roots where indicated on the plans. All material removed shall be disposed of at the contractor's expense. b. The contractor shall remove existing concrete slab, curbs, gravel and pavement encountered in the grading operations. c. All material removed under this section shall be disposed of off site. d. The contractor shall verify with each of the utility agencies owning or controlling any services or appurtenances which may be affected by the work sufficiently in advance of demolition to permit ample time to do so such work as they deem necessary. This notification must be made prior to the commencement of demolition and removal of the appurtenances. The contractor shall cooperate with local authorities and utility companies in protecting such serevices and appurtenances as may be exposed to hazard during the work. ' Utilities be e. and services not previously terminated shall cut off before demolition or removal is begun. During the work or upon completion of the work, utilities and services shall be capped or sealed in the manner required by the utility companies or the local authorities interested. f. All necessary permits required by the Owner, utility companies, or other interested authorities shall be obtained by the contractor before starting any work. These permits and the terms thereof shall be the sole responsibility of the contractor who shall pay all fees if necessary and make all arrangements with the interested authorities. The contractor shall furnish the Architect with signed copies of the necessary permits if requested. 8 4 3 1/85 0210-1 8 4 1 3 1/85 g. The contractor shall comply with the local ordinances and building codes regarding the demolition and removal of debris and shall obtain the necessary permits at his own expense. h. The contractor shall keep the site, the work and all places occupied by him clean of all refuse and rubbish that may accumulate from his operations, and shall maintain such places in a neat condition. i. No debris or other material necessary to be disposed of shall be dumped or placed within the limits of the site nor shall any material be excavated and removed from such locations, without the written permission of the Architect. j. All surplus materials, debris and rubbish are to be removed from the construction site as rapidly as the work progresses. k. Pavement breaking shall be accomplished with jackhammers, drophammer or percussion equipment. It is, however, specifically pointed out that the existing utilities may be shallow and/or due to age, subject to fracture through the use of any type of equipment other than jackhammers he shall assume full responsibility for any damage of existing utilities and make any repairs at his own expense. 0210-2 End of Section 1 1 1 1 1 DIVISION 2 SECTION 0220 EXCAVATING, FILLING, BA CI<FILLING, TRENCHING, GRADING AND REMOVAL OF UNSUITABLE MATERIALS 0220.1 SCOPE a. Earth excavation shall include the excavating, transportation off the site or as directed by the Architect, and disposal of all earth, unsuitable materials, and all other materials of whatsoever nature encountered in carrying out the project in accordance with the plans and specifications or as directed by the Architect in order to obtain the required elevations, regardless of whether the work is referred to herein or on the drawings as "Excavation", "Filling", or as "Backfilling". Work shall include sheet piling, shoring, and any other work related to complete the excavation. Work of this section shall include excavation and trenching for all site and building improvements, and any work requiring excavation, backfilling, and trenching. This specification shall also apply to all contracts where excavation, backfilling and trenching is required. 0220.3 MATERIALS a. Classification of Off -Site Fill Materials: 1. Porous Fill - Porous fill consisting of dredged material of sand and gravel shall be furnished the contractor by Cross Sound Ferry Services, Inc. This material will be stockpiled at various locations on Cross Sound Ferry Services, Inc., property on both sides of Dock Road (NYS 25). 2. Topsoil - Section 0235 3. Sand - Sand shall be furnished by the Contractor. b. Classificaiton of On -Site Materials: 1. Unsuitable Materials : Unsuitable materials is defined as all organic materials, debris, refuse, and foreign materials excavated at the site. 0220.4 GENERAL a. The contractor shall appraise himself of the existing conditions of the project site by site inspection and from borings and/or test pit information. The contractor shall verify the existing topographic condition shown on the plans prior to grading the project site. In the event existing topographic condition differs from the plans, the Architect will make necessary adjustment to the proposed grades shown on the grading plan. In the event existing conditions are not verified prior to the grading operation, it is assumed that existing topographic information shown on plans is correct and the contractor shall meet all proposed grades shown. 8 4 1 3 1/85 0220-1 b. The contractor shall cut and fill the site as indicated on the plans and place fills as described herein and directed by the Architect. C. Excavation at Proposed Building Area: The contractor shall mass excavate all material in the proximity of the proposed building as shown on the plans to elevation 2.00. This material shall be replaced to elevation 5.00 using porous material in 6" layers compacted with 10 ton vibratory drum compactor. Density of each layer shall exceed 95% of maximum density. When the concrete foundation walls are completed and obtained the required strength, the backfill shall be made simultaneously inside and outside the building using porous fill and compacting as directed by the Professional, with each layer reaching a density exceeding 95% of maximum. d. Excavation at Proposed Sanitary Pool Area: The contractor shall mass excavate all material in the proximity of the proposed sanitary pool area as shown on the plans to ground water which is at approximately elevation 0.00. This material shall be replaced to elevation 2.00 with porous material in 6" layers compacted with a 10 ton vibratory drum compactor. Density of each layer shall exceed 95% of maximum density. When the sanitary pools are completed the backfill shall consist of porous fill compacted with mechanical compactors as directed by the Professional. e. Existing Utilities: I. The locations of existingutilities indicated on the drawings are approximate and shall be verified in the field. 2. Prior to any excavation and grading, Contractor shall verify the location of existing underground utility lines. Existing underground utility lines shall be clearly staked out by Contractor to avoid any damage to the lines. f. Excavation, Filling, Backfilling, Grading: 1. General earth excavation, filling, backfilling, rough grading, for the site and building improvements is included in the work of this and other secitons and divisionof the Specifications. 2. Excavation for slabs in contact with soil shall be of the required depths as indicated on the drawings. 3. The bottoms of excavations shall be leveled off and graded to receive the footings, foundations, etc. 1 3 1/85 0220-2 1 4. Remove all materials to dpeths as required to perform proper grading of subgrades. 5. Excavation and filling shall be performed in a manner and sequence that will provide drainage at all times. The ground ' adjacent to all excavation shall be graded to prevent ponding of water. The Contractor shall remove by pumping or other means as approved by the Architect any water accumulated, which could damage excavation. 6. Excavation shall not be done below the grades indicate on the plans unless so directed by the Architect. Should the ' Contractor, without authorization, excavate more than shown on the plans specified, such excess excavation will not be paid for as extra work, and the Contractor shall refill the said excavation with compacted material where required, as directed by the Architect. 7. For paved areas, the subgrade shall be prepared to the bottom of ' pavement sections as shown on the drawings. 8. Frost Protection: Make no excavation to the full depth indicated when freezing temperatures may be expected unless the footing can be poured immediately after the excavation has been completed. Protect the bottoms so excavated from if placing of concrete is to be delayed. g. Rough Grading: ' 1. The Contractor shall make a careful field inspection of the site to apprise himself exactly as to the amount of grading necessary. 2. It will be the responsibility of the Contractor to grade in ' either cut or fill to obtain the necessary subgrade for pavement areas; piles and structural concrete work; no tolerance will be allowed on subgrades or foundations bottoms for pavings and/or structures. 3. Uniformly smooth grades for all areas, including excavated and filled sections and adjacent transition areas, shall be accomplished. The finished surface shall be reasonably smooth, compacted and free from irregular surface changes. Finished grades not otherwise indicated shall be uniform levels or slopes ' between points where levels are given or between such points and 8 existing finished grades. Care shall be exercised in grading all 4 flat areas so as to prevent low spots and water pockets. Should 1 figures for finished grade conflict with grade contours shown, 3 the figures shall govern, such deviations shall be reported to 1/85 the Architect. 0220-3 h. 4. All vegetation such as roots, brush, heavy sods, and all decayed vegetable matter, rubbish, and unsuitable material within the area shall be removed before filling. In no case will such objectionable material be allowed to remain in or under the fill area. Sloped ground surfaces steeper than one vertical to four horizontal on which fill is to be placed shall be plowed, stepped, benched, or broken up in such a manner that the fill material will bond with the existing surface, as directed or approved by the Architect. Prepared surfaces shall be wetted and compacted when so directed by the Architect. 5. Fills or embankments herein designated as fills, shall be constructed at the locations and to the lines and grades indicated on the drawings. Suitable material removed from any excavation shall be used in forming the fill. All fill material shall be free from roots and other organic material, trash, and frozen material. Stones larger than two (2") inches, diameter dimensions, shall not be permitted in the upper six (6") inches of fill. 6. Material shall not be placed on frozen ground. 7. Deposit fill and backfill in layers not exceeding six (6") inches under pavements and other surfacing, including the building and road, compacting each layer by rolling with a two -wheel ten (10) ton vibratory roller where possible, or lighter roller of same type where conditions will not permit use of heavier roller. Where rolling is impossible, proper compaction shall be obtained by use of hand or pneumatic tampers or by puddling, as directed by the Professional. Density of each layer of fill shall be at least ninety (95%) percent of maximum density. 8. The general clean up of the site will be accomplished under this section. Trenching: 1. Trench excavation: The Contractor shall excavate the trench to the depth required by the plans. Backfilling material shall be granular soil approved by the Architect. 2. The trench shall be enlarged at joints to provide ample space for making the joint. Special care shall be taken to hand trim the bottom of the trench, so the pipe has uniform bearing throughout its length. Stones or other foreign material in the bottom of the trench, that, in the opinion of the Architect, might cause breakage from unequal settlement, shall be removed and replaced with suitable material. 3. The material excavated in trenching shall be banked on one side of the trench only, except where the Architect may permit otherwise, and kept trimmed so as to leave a clear footway of two (2') feet in width between the bank and the trench, leaving one side of the trench entirely clear to facilitate the laying of the pipe. 4. The banks of all trenches shall be kept practically vertical, and must be maintained in good order during the laying of the pipe. When the protection of the workmen, utilities or property (public and private) require it, the trench shall be braced and sheathed by the Contractor, but no extra compensation will be allowed for such temporary sheeting and bracing. The New York State Department of Labor regulations call for sheeting when trench depth exceeds five (5') feet. 5. Where timber sheeting is used, the maximum trench width may be increased to 36" plus the nominal diameter of the pipe to be laid. If, in the opinion of the Architect, it should be left in place to prevent possible settling or damage to existing structures, and he orders in writing that it be left in the trench, such permanent sheeting and bracing shall be paid for by the Owner. ' 6. Pipes shall not be laid in water. No claims for extra compensation will be allowed for the work covering furnishing, placing and removal of temporary sheeting and bracing or dewatering, but the cost of said work shall be included in the ' appropriate price for furnishing and laying pipe. 7. All trench backfill within the structure area shall be maintained level with original surface at all times and shall be kept stabilized. All surplus or unsuitable material shall be removed from the site. 8 4 1 3 1/85 8. The Contractor shall perform all work in strict accordance with requirements of the permits of the municipal agency road opening permit so concerned and shall become familiar with these requirements before bidding. Mechanical tamping where required by permit requirements shall be performed by the Contractor without extra compensation. Where mechanical tamping is not required, the trench shall be compacted by jetting or other approved method. 9. Where existing manholes, sewers, sidewalks, paths, gutters, roads and paved areas are disturbed for the installation of underground work, they shall be replaced, of same material to match that which was disturbed, by men skilled in their particular trades and to the satisfaction of the Architect. 0220-4 1 1 1 1 1 1 n 11 L 1 10. Where trenches are dug in firm, undisturbed earth, excavation may be done at such a time as is required to suit the progress of the work. Where sewers or piping occur in disturbed or filled ground, the excavation shall be done after the earth fill has been finally settled and made ready for constructing the surfces. 11. Piping and/or conduit has been designed to be installed on firm bedding providing proper support. If unstable material is encountered, it shall be removed and the space filled with Porous Fill. Where indicated, piping and/or conduit shall be set on a bed of sand as indicated on the drawings. During installation, if it is discovered that the ground, or any portion of the ground, even after the above precautions, is not suitable for supporting the piping properly, it will be necessary to so inform the Architect so that tests may be made and if necessary special piping supports may be designed. Failure to report the ground condition will require complete repair to any settled utility or structure without cost to the Owner. Also included will be damage to other work caused by such settlement. No piping shall be installed so as to bear on large stones. The stones shall be removed and the remaining space shall be filled with porous fill or sand as indicated by the Architect. 12. Backfill: a) As soon as the underground masonry structures are in place and tested, and approval by the Suffolk County Health Department, the excavations shall be backfilled. The initial backfilling shall be performed simultaneously on both sides of the equipment or utility so as not to cause injurious side pressure. On exterior piping utilities, all backfilling material to a point 3'-0" over the top of the pipe shall consist of clean sand or sand and gravel. All backfill material shall be free of large stones or debris. Backfill materials shall be spread evenly, uniformly and power tamped in layers not exceeding 6" in compacted depth. The equipment used for compaction shall be the best suited to obtain a density of not less than 90% of the maximum density, as determined by the Proctor Method, ASTM Designation 698-66T. b) All backfill material shall be compacted at optimum moisture 8 content. If the material is too wet, spread and aerate same 4 to reduce the moisture content to a value at which the 1 specified degree of compaction can be obtained. If the 3 material is too dry, provide and operate suitable equipment 1/85 to add moisture to the backfill and uniformly distribute water throughout the layers. No frozen material shall be used for backfill and not utilities shall be placed on frozen ground or on an unsatisfactory subgrade c) Remove all surplus materials from the site. 0220-5 End of Section ' DIVISION 2 SECTION 0225 SEWAGE AND WASTE WATER DISPOSAL SYSTEM ' 02 251 SCOPE a. Provide systems of sewage and waste water disposal to serve the ' comfort station building. The sewage disposal systems shall originate at the house sewers of the building (5'-0" from building wall) and shall consist of but not be limited to the following: 1. Site sanitary sewers, septic tank, leaching pools system, and interconnecting piping. n 1 0 b. This contractor shall obtain all permits and approvals as required and dig all test pits and make all percolation tests as required. All regulations of the New York State Department of Health, Suffolk county Department of Health, and Town of Southold shall be complied with as they relate to this work. 0225.2 WORK DESCRIBED IN OTHER SECTIONS a. Excavation and Backfill - Section 0220. 0225.3 MATERIALS a. Septic tank shall be constructed of 4000 Ib. concrete, reinforced steel shall be intermediate grade, deformed bars structural grade or may be constructed cast in place concrete. b. Leaching pools shall be constructed of pre -cast 4000 lbs. reinforced concrete with tapered openings around perimeter of leaching concrete rings. Install pre -cast reinforced concrete top with manhole opening. Backfill with washed gravel and bind tarpaper cover to concrete with mastic. Rings shall be as manufactured by Andrew Carlson & Sons, Inc. or approved equal. Provide frames and covers as indicated. Manholes may be Campbell Foundry or Neenah Foundry. C. Backfill material from ground water location to bottom of leaching pools shall be porous sand and gravel as approved by the Suffolk County Health Department. d. Sewer pipe and fittings shall be cast iron ASTM A-74, from building to septic tank. PVC sewer pipe shall conform to ASTM D-3034 for SDR 35 pipe and fittings. 4 3 1/85 0225.1 C' 1 1 fl n 0225.4 GENERAL a. Do not proceed with installation of Sewage Disposal System until Health Department has given final approval of drawings. b. Submit name of proposed sewage disposal contractor for approval before proceeding with any work. C. Provide a system of sewers for the collection and transport of waste water to the septic tanks. Sewers shall be the sizes indicated on the drawings but not less than 4 inches in diameter and have slopes of at least 1/8 inch to the foot (1.0 percent). Except for line from building to septic tank which shall pitch a min. of 1/4 per ft. (2%) sewer lines must be laid on straight alignment and uniform slope between structures. d. See Drawings for Design and Details of: Septic tank, piping, and leaching pools. 0225.5 INSPECTIONS a. Inspections by local authorities: At the time of inspection of the completed system, the backfill shall be placed beneath and up to all sewer lines; the entire system shall be visible for inspection. It is expected that when calling for inspection, the system shall be completed with the water supply installed. 8 3 1/85 0225.2 End of Section 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 2 SECTION 0226 WATER SERVICE 0226.1 SCOPE a. The work under this section shall consist of furnishing and installing two (2) 1 k, diameter plastic pipes from two (2) future well sites to. the proposed terminal building as shown on Plans S-1 and S-2. 0226.2 WORK OF OTHER SECTIONS a. Excavation and Backfill - Section 0220. 0226.3 MATERIALS a. The piping shall be ABS Schedule 40 plastic piping as per ASTM D01788 with corresponding fittings as per ASTM D-2661 and joint cement per ASTM D-2235. The dimensions shall comply with ASTM D-2661. 0226.4 GENERAL a. The pipes shall lay in a trench as shown on plan Sheet S-2. The backfill material shall be sand. A plastic warning tape shall be placed above the pipes 6" below the surface. 8 4 3 1/85 0226-1 End of Section 8 1 3 1/85 DIVISION 2 SECTION 0230 POROUS FILL 0230=1 SCOPE a. Place and compact porous fill in embankments, subgrade under building site, subgrade under sanitary system, backfill around sanitary system, interior backfill for building and french drain systems, and as shown on plans. 0230:3 MATERIALS a. Porous fill shall be sand and gravel as furnished by Cross Sound Ferry Services, Inc., from his maintenance dredging operations. 0230.4 GENERAL a. Porous fill shall be placed as indicated on the drawings. 0230-1 End of Section t 1 8 4 1 3 1/85 DIVISION 2 SECTION 0235 TOPSOIL 0235.1 SCOPE a. Provide labor, materials, and equipment necessary to install topsoil for tree and shrub areas, including all operations to satisfactorily complete the work in accordance with the plans, specifications and direction of the Architect. 0235.3 MATERIALS a. Materials shall consist of natural loam topsoil, free from subsoil, obtained from an area which has never been stripped. It shall be removed to a depth of one (1') foot or less if subsoil is encountered. Topsoil shall be of uniform quality, free from hard clods, stiff clay, hard pan, sods, partially disintegrated stone, lime, cement, ashes, slag, concrete, tar residues, tarred paper, boards, chips, sticks, or any other undesirable material. b. Topsoil shall contain at least five (5%) percent organic matter determined by loss of ignition on moisture -free samples dried in accordance with the current method of the Association of Official Agricultural Chemists. The acidity range shall be pH 5.0 to pH 7.0 inclusive. Passing Retained On Percentage 1" screen 100% 1" screen 4" screen (gravel) Not more than 3% '4 screen #U.S.S. Mesh Sieve (sand 40% to 60% #100 USS Very fine sand, silt, and clay 40% to 60% Mesh Sieve C. The contractor is notified there is no usuable topsoil on the construction site. 0235-1 End of Section i ' DIVISION 2 SECTION 0250 CONCRETE SIDEWALKS AND CURBS i0250.1 SCOPE a. The Contractor shall furnish all labor, equipment, materials, and incidentals to construct cement concrete sidewalks and curbs as shown on the drawings or as directed by the Architect. b. The Contractor shall furnish all labor, materials, equipment, and incidentals to construct cement concrete sidewalks and curbs in strict accordance with the Standard Specifications for the Construction and Materials of the New York State Department of Transportation dated January 2, 1981. 0250.3 MATERIALS AND GENERAL a. Concrete sidewalks shall be as per Item 608.201 and 608.301, Cement Concrete Sidewalk. b. Concrete curbs shall be as per Item 609-303, Concrete Curb. C. Reinforcing steel shall conform to ASTM Designations A-615 for deformed bars and A-185 for Welded Wire Fabric. d. Expansion joint material shall be of the pre -moulded type and shall conform to the requirements of ASTM Designation D1715. e. Porous fill shall be as specified in Section 0230. ' 0250.5 STANDARDS a. Forms shall be of the lumber two (2") inches thick or of steel of equal strength, except on curves, where flexible strips may be used. They shall be held rigidly in place by stakes or braces with top edges at true line and grade given by the Architect. After the forms have been laid and before any concrete is placed within them, they shall be checked for line and grade by the Architect. Twenty-four (24) hours notice must be given the Architect to make this checkup. b. The space over which sidewalk or deck is to be laid shall be graded as ' indicated on the paving sections. All soft, boggy or unsuitable material shall be removed to at least sixteen (16") inches below the subgrade, refilled with suitable materials and well tamped. 4 1 3 1/85 0250-1 On the subgrade thus prepared shall be placed porous fill in sufficient quantity to insure a uniform depth as indicated on the drawings after wetting, rolling or tamping until the surface is firm. This foundation shall project at least two (2") inches beyond the edge of the work. On this bed, shall be placed the forms to line and grade as given by the Architect. The subgrade shall be damp, but not muddy when concrete is placed upon it. C. One course concrete pad shall be cast between forms and constructed to a minimum thickness of five (5") inches. Concrete pads shall be reinforced with steel wire mesh as indicated on the drawings. d. The freshly mixed concrete shall be placed and then be struck off with a straight edge advanced with a crosswise sawing motion. Concrete ' pavements shall be given a light broom finish and expansion joint and scoring marks and edges shall be finished with a one-quarter (1/4) round corner by using an approved narrow edging tool. e. The placing of concrete shall not be suspended for forty-five (45) minutes or longer except at the end of a slab. f. The surface edges of each slab and the inside edge of curbs shall be rounded to a radius of one (1") inch. g. Expansion joints for concrete pads shall be one-half (1/2") inch in width and extended from the surface to the subgrade, by truly at right angles to the surface. They shall be placed at or near all places where the pavement meets another curb, driveway, deck, sidewalk, or other structure and at regular intervals not exceeding twenty (20') feet. hydrants, All utility structures such as poles, manholes, etc., which occur in the sidewalk area shall be wrapped with at least one layer of felt or expansion joint material for protection and the concrete cut and marked, all as directed by the Architect. 0250.6 DELIVEREY TICKET a. Each delivery of concrete shall be accompanied by a ticket at the time of delivery for the Architect or his inspector, showing all the pertinent information of the mix and load, including additives. The 8 lack of proper tickets for the Architect or his inspector shall be 4 cause for rejection of the delivery and no payment of compensation 1 3 shall be made therefore. 1/85 0250.7 PROTECTION AND CURING a. Protection and Curing For concrete sidewalks and curbs shall be as described in Section 608-201. 0250-2 End of Section DIVISION 2 SECTION 0251 PRE -CAST CONCRETE WHEEL STOPS 0251.1 SCOPE a. The Contractor shall furnish all labor, equipment, materials and incidentals to construct Pre -Cast Concrete Wheel Stops as shown on the drawings or as directed by the Architect. 0251.3 MATERIALS AND GENERAL 1 a. Pre -cast Concrete Wheel Stops shall be Model # L.S.C. - 50A as manufactured by Londino Stone Co., Inc. or approved equal. b. The Pre -cast Concrete Wheel stops shall be anchored by the use of three (3) 1" diameter by 24" long steel pins per each section. r 8 3 1/85 0251-1 End of Section 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 2 SECTION 0254 SUB -BASE COURSE TYPE 1 0254.1 SCOPE a. Under this section the contractor shall provide a sub -base course Type 1, under all asphalt concrete pavement as shown on plan sheets S-1 and S-2 0254.2 WORK OF OTHER SECTIONS a. Excavation and Grading - Section 0220 0254.3 MATERIALS a. Item references are to the Standard Specifications of the New York State Department of Transportation, dated January 2, 1981. b. Sub -base course materials shall be as specified for Section 304. The gradation shall be Type 1. 0254.4 GENERAL a. Construction details shall be as specified for Section 304 Standard Specifications of the New York State Department of Transportation, dated January 2, 1981. 4 1 3 1/85 0254-1 End of Section 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DIVISION 2 SECTION 0255 BITUMINOUS PAVEMENTS 0255.1 SCOPE a. Under this section the Contractor shall provide material, labor and equipment necessary to install asphalt concrete pavement in accordance with the plans and specifications and directions of the Architect. 0255.2 WORK OF OTHER SECTIONS a. Sub -Base - Section 0254 0255.3 MATERIALS a. Item references are to be . Standard Specifications of the New York State Department of Transportation dated January 2, 1985. b. Bituminous pavement binder course, Type 3, shall be Item 403-13. C. Bituminous pavement top course, Type 6 shall be Item 403.16. 0255.4 GENERAL a. The construction details shall comply with the requirements specified in 401 with the exception the requirements for a New York State certified bituminous mixing plant shall be waived. 4 1 3 1/85 0255-1 End of Section J DIVISION 2 ' SECTION 0260 WOOD GUIDE RAIL ' 0260.1 SCOPE a. The work shall consist of furnishing and installing wood guide rail in accordance with the plans, specifications and directions of the Engineer. 0260.2 WORK OF OTHER SECTIONS ia. Concrete - Section 0310 0260.3 MATERIALS a. Lumber shall be of size and type shown on the plans. Rails and posts shall be dried after treatment and shall not have over 15% moisture content or not over 19% air-dried. Lumber shall be Southern Yellow Pine No. 2 or better. Lumber shall be subject to inspection and approval by the Engineer after arrival at the site, and no previous certification shall bar rejection in the field. Timber posts shall be straight, smooth, free of splinters. All fence posts and rails shall be cut, notched, and beveled prior to preservative treatment. b. All lumber, where exposed, shall have an eased edge and straight edges. All lumber used shall be pressure -treated and impregnated with Boli -den CCA - Type B or 2 wood preservative meeting all requirements of Federal Specification TT -W-550 or approved equal, in a closed cylinder by the pressure process, in strict compliance with the applicable section of the American Wood Preservers Association's Book of Standards. The retention of dry chemical shall be not less than .42 pounds per cubic foot of wood. 0260.4 GENERAL a. The Contractor shall install the wood guide rail in accordance with the plans, specifications and directions of the Engineer. The work required shall be performed in keeping with accepted carpentry standards. b. The rail posts shall be set in concrete footings as shown on the plans. 0260.6 SHOP DRAWINGS AND CERTIFICATIONS a. All lumber supplied for the project shall have a stamped grade on each piece and be furnished with a certification of the treatment. 0260.7 STORAGE AND PROTECTION 8 a. The contractor shall be responsible for the protection and maintenance 4 of wood guide rail until completion and final acceptance of the 1 project by the Owner. 3 1/85 0260-1 End of Section 1 0265.4 GENERAL 8 4 a. Roadway and parking zone dividing lines shall be six inch (6") wide 1 lines, length and width as detailed. 3 1/85 b. Lateral dividing lines shall be continuous six inch (6") wide lines extending across each parking zone to the limits of the parking area. Directional arrows shall be painted in the locations designated on the 1 plans. Handicapped parking strips and graphics shall be as indicated on the plans, color blue. 0265-1 DIVISION 2 ' SECTION 0265 PAINTING ROADWAY, PARKING LINES AND GRAPHICS 0265.1 SCOPE a. Under this section the Contractor shall paint all roadway, parking zone dividing lines, and handicapped parking stripping and graphics. This work shall include all operations necessary to satisfactorily complete the work in accordance with the plans, specifications and directions of the Architect. 0265.3 MATERIALS a. Paint shall be a standard manufactured white traffic and zone paint, meeting the approval of the Architect. The percentage of pigment shall be a minimum of 55% and a maximum of 67%. The paint shall be well mixed to flow evenly and cover solidly in one coat on asphalt pavement. A single coat shall set in not less than fifteen minutes or more than forty-five minutes, and be thoroughly dry within one and a half hours, free from tackiness, to an elastic, opaque adherent finish when applied at temperatures above forty (40) degrees Fahrenheit. b. The paint shall give a bright white finish, free from laps or brush marks. It shall not fade in the sunlight or show appreciable discoloration with age. It shall show a wet hiding power of not less than 250 square feet per gallon (Cherkerboard, brush -out method, ASTM Specification D -344-32T.) c. Paint shall be furnished in strong, substantial containers, plainly marked with lot number, and name and address of manufacturer. Test samples of paint for use under this item shall be submitted for analysis and testing by an independent laboratory. d. The lacquer thinner which may be used to thin the paint for application by machine shall be of a type that when used with a standard commercial lacquer in equal proportions, a satisfactory smooth film without any drip, orange peel, or imperfections of any kind will result. The composition of the thinner, its distillation or boiling range, moisture content, dilution ration, and amount of residue shall be subject to approval by the Architect. 0265.4 GENERAL 8 4 a. Roadway and parking zone dividing lines shall be six inch (6") wide 1 lines, length and width as detailed. 3 1/85 b. Lateral dividing lines shall be continuous six inch (6") wide lines extending across each parking zone to the limits of the parking area. Directional arrows shall be painted in the locations designated on the 1 plans. Handicapped parking strips and graphics shall be as indicated on the plans, color blue. 0265-1 1 1 1 1 1 8 1 3 ' 1/85 C. The quantity of paint used, before thinning, shall be not less than eleven (11) gallons per mile and when thinning is necessary the quantity shall not be less than 13.8 gallons per mile. d. All pavement surfaces shall be thoroughly cleaned and completely dry at the time the paint is to be applied. Painting may be done by either the brush -on method, or by use of approved mechanical equipment. The Contractor shall make all necessary measurements, guidelines and reference marks to obtain clear, straight and well defined lines at the proper spacing and dimensions. e. Care shall be exercised in the performance of the work to prevent paint from spilling or being tacked by vehicles. The Contractor shall provide necessary barricades, signs and/or watchmen to insure a neat, workmanlike job. Any paint spilled or tracked by vehicles must be immediately removed by the Contractor. 0265.9 CLEANING a. At the time of final inspection of work and before issuance of Certificate of Final Acceptance, all paved areas shall be thoroughly cleaned by the Contractor by sweeping or washing any defacements or stains shall have been removed. All construction equipment and excess materials and tools of this Contractor shall have been removed and any debris or rubbish from any source shall have been carted away from site or disposed of. 0265-2 End of Section DIVISION 2 SECTION 0270 VINYL CLAD CHAIN LINK FENCE 0270.1 SCOPE a. Furnish and install vinyl clad chain link fence including the necessary terminal posts, fabric, line posts, top rail, bottom rail, coil spring wire, brace rails, truss rods, concrete footings, and all other incidental fittings and supplies for the erection of the chain link fence with coating complete as indicated on the drawings and described herein. 0270.3 MATERIALS AND GENERAL a. General: Chain Link fence, fabric, framework, and fittings shall be as manufactured by Colorguard Corp., 1 Johnson Drive, Raritan, New Jersey 08869 (tradename of Colorband), made in USA in accordance with U. S. Government Specification RR -F-00191 F/l, Type V, galvanized core, or prior approved equal. Bidder shall submit with his bid, samples of all materials to be used, together with a statement that none of the materials and proprietary or restrictively patented. The colors of pipe, fabric, and fittings shall be uniform to the specified Munsell color number. Color on this project is Black #N.1.1.7/0. The height of the fences shall be four (4) feet. b. Fabric: The fabric shall be of two (2") inch mesh as indicated on the palns, of No. 6 gauge wire after the vinyl coating with No. 9 gauge steel core galvanized to Type 1, AISI. Steel core to have tensile strength of 90,000 psi. Top and bottom selvages of the fabric shall be knuckled. C. Wire Coating: The PVC wire coating shall be plasticized, unfilled, meltmixed, polyvinyl chloride (PVC) with nonmigratory low temperature plasticizer, shall not support fire combustion, and be insulated for 12,000 volts. Pigment system shall be stabilized and tested to "Weather -o -meter" 2000 hour test without visible deterioration. The vinyl covered wire shall withstand an accelerated aging test of 2000 hours at 145 degrees F, without cracking or peeling, having a specific gravity of not less than 1.30, hardness not less than Durometer A-90, minimum tensile strength of 3000 psi, elongation 200%, maximum deformationof 15% at 120 degrees C (UL test) under 500 gram load, and compression cut -through of 1800 psi (Bell Laboratory test). The vinyl covering shall, in addition, withstand prolonged exposure (minimum six months) to: 8 1. Sea water at 100 degrees F. 4 1 2. Salt solutions: CoCl2, NH4, No3, NACI. 3 1/85 3. Alkalis: Sodium, magnesium, calcium, barium, ammonium hydroxide. 0270-1 .1 1 �j J 4. Acids: dilute sulphuric, nitric, hydrochloric, acetic, boric, carbonic, citric acids. 5. Petroleum products, mineral oils, and fats. 6. Fungus inducing atmospheres. The vinyl coating shall be melt extruded (not sprayed or powder coated) over Type I AISI galvanized steel wire by the thermal extrusion process under pressures to 5000 psi, insuring a smooth, lustrous surface appearance. The protective resin coating thickness shall be 14 to 22 mils over the galvanizd steel wire, as per Federal Specification RR -F-191 Type IV with a permissible diameter variation of plus or minus .005 mil. The mesh size shall be measured by the distance between the wires forming parallel sides of the mesh, with permissible variation of plus or minus 1/4 inch. The height of the fabric, measured from the ends of the knuckles, shall have a permissible variation of plus or minus one 0") inch. d. Fittings: All fittings and other appurtenances shall be aluminum alloy, pressed steel or malleable as specified, epoxy -phenolic primed and coated with matching vinyl (PVC) by the fusion -bond method. Painted fittings are not acceptable. e. Fabric Ties: The fabric shall be fastened to the line posts and top rail of two (2') foot maximum intervals by means of twelve (12) gauge vinyl clad ties. The ties shall be double wrapped on each end. f. Pipe Framework: Line, corner, and terminal post, top and/or bottom rail, shall be resin -clad steel with Colorband EMV (Epoxy Modified Poly -vinyl Chloride) continuously chemically bonded to heated standard weight, ASTM A-120, Schedule 40, diameter as specified by the Electrostatically Applied Powder Dispersion Process, 10 to 14 mils in thickness, according to pipe diameter. Each length of pipe shall be "Hermosealed" with two (2) J4 polyethylene seals to prevent internal corrosion. Painted pipe will not be accepted. g. Top and Bottom Rail: Top and Bottom rail shall be provided on four (4) foot high fence. Rails shall be 1-5/8" EMV resin coated steel pipe, weighing 2.30 lbs. per square foot of twenty one (21') foot lengths joined by six (6") inch long outside sleeves, resin -clad. Top rail to run continuously along top of fence. h. Line Posts: Line posts for four (4) foot high fence shall be 3" O.D. and shall nominally weigh 5.85 lbs. per foot. Posts shall be EMV resin -coated by the fusion -bond method. Line post to be set spaced not more than 8 eight (8') foot center to center. Concrete footing shall be 3'-6" deep 4 and 18" inches in diameter. Posts shall be set plumb and true to line I and grade. Bending posts to make plumb will not be permitted. 3 1/85 0270-2 i. Terminal Posts: Terminal posts for 4' high fence shall be four (4") inches O.D. and shall nominally weigh 9.11 lbs., per foot, shall be EMV resin - coated by the fusion bond method. Posts to be set at least four (4') feet below ground in a concrete footing not less than twenty-four (24") inches in diameter and four (4') feet below grade or concrete curb as shown on drawings. Stretches of fence more than 500 feet in length shall have one intermediate four (4") inches O.D. pull post with braces in two directions for every 500 feet. All terminal posts shall be braced with resin -clad 1--5/8" O.D. brace rail, eight (8') feet long, with a diagonal 3/8" truss rod, and attached to the first ensuing line post. Posts shall be set plumb and true to line and grade. Bending posts to make plumb will not be permitted. k. Pipe Resin: The pipe resin shall have a specific gravity of 1.35 to 1.40, tensile strength of 150 psi; minimum elongation of 170%; tear strength of 15 mils - .36 lbs., per mil; hardness of coating of 80+ 5 Shore A Durometer; dielectric strength of 1000 volts per mil; volume resistivity of 2.0 x 10-12 OHM/CM; brittle temperature of minus 20 degrees C. (Film); Water absorption at 77 degrees F. - one week 0.70% maximum at 212 degrees F. - two hours 0.95% maximum. 1. Pipe Resin Test Criteria: The resin formulation shall meet the standard ASTM E42-64 (D) minimum hour Weather -o -meter requirement without cracking, blistering, or loss of adhesion. The protective resin coating shall withstand an impact resistance test (Gardner Test Method ) of a minimum of 106 in./lb. Certified abrasion resistance shall be in excess of a ten minute blast at 800 psi at 12" at 770 degrees F., with S230 Shot at an impingement angle of 90 degrees without exposing the steel substrate (tests show 106 times the abrasion resistance of triple -baked enamel paint). It shall not support combustion and shall be self -extinguishing; and shall withstand a salt spray test (Federal Test Standard 141 - Method 6061) of greater than 10,000 hours, with no pereceptive deterioration to coating or evidenceof metal corosion for unscored samples. For scored samples after exposure of 1000 hours, undercutting shall not exceed 1/8". The protective resin coating shall exhibit a chemical resistance after prolonged exposure at 75 degrees F., to fumes and after total immersion in the following: 1. Sea water at 100 degrees F. 2. Salt Solutions: CaCI 2, NH4, CL, NH4NO3, NCI, CuCu12, CUSO4, ZnCl2, KCI, and others. 3. Alkalis: Sodium, magnesium, calcium, barium, potassium, ammonium 8 hydroxide, and others. 4 3 1/85 0270-3 1 1 1 1 1 1 1 1 1 1 i 1 1 1 4 1 3 1/85 4. Acids: Dilute sulphuric, nitric, hydrochloric, boric, carbonic, and citric, and others. 5. Petroleum products, mineral oils and fats, gasoline, and crude oils. 6. Fungus inducing atmospheres. M. Standard Musell Color System: All fabric, posts, and fittings shall comply with the Munsell Color System as indicated: N.1.1.710. Color on this project shall be black. n. The free standing posts shall have concrete footings. 1. Line Posts - 4' ht., 18" dia. and 3' deep. 2. Terminal - 24" dia. x 4' deep. 0270.6 SHOP DRAWINGS a. Submit shop drawings of fence work to the Architect for approval. 0270.7 PROTECTION a. The Contractor shall maintain the vinyl -clad chain link during the life of this contract and shall repair and replace all members that are disturbed, damaged or destroyed at his own expense. 0270-4 End of Section 4 1 3 1/85 DIVISION 2 SECTION 0280 PLANTING TREES, SHRUBS AND GROUND COVERS 0280.1 SCOPE a. Provide all labor, material and equipment as specified herein to accomplish the planting of trees, shrubs and ground covers indicated on the plans and as directed by the Architect. 0280.3 MATERIALS a. Plant Material 1. Trees and shurbs shall be as indicated on the plans and shall meet the minimum requirements of the American Association of Nurserymen, Inc. standards. b. Humus 1. Humus shall be a natural domestic product of either reed or sedge muck, dark brown in color and free from lumbs, roots and stones. Humus shall have been taken from a fresh water site and conditioned by six (6) months in storage pile after excavation, including at least one freezing and thawing period. The acidity range shall be pH 5.0 to Ph 7.5 and the maximum mositure content 70 percent by weight. Organic matter shall test 85 percent on a day weight basis. Humus shall be low in iron and sulphur and low in content of woody material. It shall be ground or shredded so as to pass through a 3/16 inch mesh screen. C. Peat Moss (Horticultural) 1. Peat Moss shall be of the shredded type, compressed in bales. The pH shall be not less than four and the ash content not over three percent. The peat moss shall be capable of absorbing water 15 to 20 times its own weight. d. Dehydrated Manure 1. Horse or cow manure, or a mixture thereof, together with bedding of straw, peanut shells or other approved materials, shall contain a total of not more than 5 percent, by volume, of wood shavings, corn stalks or other foreign materials. It shall be fresh manure properly processed and dehydrated. The dehydrated product shall contain not more than 8 percent, by weight, of moisture and shall contain as available mineral elements, by weight, not less than 2 percent of nitrogen, 1 percent of phosphoric acid, and 1 percent of potash. 0280-1 1 e. Ground Limestone 1. Ground limestone (calcium carbonate) shall have the following analysis: at least fifty (50) percent shall pass a 200 mesh sieve; at least seventy (70) percent shall pass a 100 mesh sieve; and one hundred (100) percent shall passa 10 mesh sieve. Total carbonates shall not be less than eighty (80%) percent of 44.8% ' calcium oxide equivalent; for purposes of calculation total carbonates shall be considered as calcium carbonate. f. Fertilizer _Com_mercial 1 Shall have the following composition by weight: nitrogen, ten (10%) percent; phosphoric acid (P2O5), twenty (20%) percent; potash, ten (10%) percent. The nitrogen shall be thirty (30%) percent organic minimum (from animal sources, e.g., tankage), and seventy (70%) percent inorganic maximum. The elements shall be available according to the methods adopted by the Association of ' Official Agricultural Chemists. g. Grass Seed 1. Shall be fresh, recleaned seed of the latest crop, consisting of the mixture specified in conformity with the following standards of seed content. The tolerance for germination shall be those called official and tabulated on Page 5, U.S. Department of Agriculture Bulletin No. 480. 2. Mixtures shall be less than 1/4 of 1 percent weed content and ' free from noxious weeds. 3. All grass seed shall be delivered in standard size bags of the vendor, showing weight, analysis, date of testing, and name of 1 vendor. It shall be stored as directed by the Architect in such mann that its effectiveness will not be impaired. h. Bracing Stakes 1. Bracing stakes shall be of white cedar, locust, or other approved wood. Surface stakes shall measure two inches by four inches for trees braced with three stakes and two inches by two inches for trees braced with two stakes. Underground deadmen shall be at least four inches by four inches by four feet long. All stakes shall be free from insects and fungi. i. Wire 8 1. Shall be galvanized steel wire, No. 12A.S. & W. gauge throughout. 4 1Turnbuckles 3 �� 1/85 1. Shall be galvanized and have a 4-1/2 inch lengthwise opening, threaded ends, 5/16 inch diameter, fitted with screw eyes. ' 0280-2 C 11 fl L! 11 L [7 k. Hose 1. Shall be fiber centered remnants or suitable second hand material of one-half inch, five -eights, or three-quarter inch diameter, weighing approximately one-half pound per linear foot, or other suitable material. 1. Trunk Wrapping 1. Wrapping material for trees shall be natural -colored 802 burlap strips, 3" wide, or 4" wide paper strips of 30-30-30 Krinkle Kraft, or equal. M. Twine 1. The tying material used in wrapping trees shall be jute twine not less than two-ply for trees and three (3") inches orless in diameter, and three ply for trees over three (3") inches in diameter. n. Mulch 1. Wood chips (hard and softwood) as produced by any standard chipping machine. Humus is required for beds of vine -type ground covers. o. Anti -Desiccant 1. Shall be an emulsion which will provide a protective film over plant surfaces, permeable enough to permit transpiration. The anti -desiccant shall be "D -Wax" supplied by Plant Products Corporation, Blue Point, New York; "Wilt -Proof", supplied by Nursery Specialties Products, Inc., Croton Falls, New York; "Fanex", supplied by Vansul and Company, 193 Williams Street, Englewood, New Jersey, or approved equal. P. Paint 1. Shall be an approved tree paint, waterproof, adhesive, and elastic and shall possess an antiseptic free from derosene, coal tar, creosote, or any other material injurious to the life of the trees. 8 q. Weed Control 4 1. Pre -emergent weed control shall contain Tupersan, or approved I equal. In areas to be newly seeded, the control selected shall 3 permit immediate seeding of permanent grasses. The selected 1/85 material and rate of application shall be submitted to the Architect for approval. 0280-3 0280.4 GENERAL a. The Contractor shall acquaint himself with the existance and location of all surface and subsurface structures and installations before commencing any work, and shall avoid any disturbance or damage to them throughout the course of the work. He is particularly cautioned to determine the location and depth of all subsurface utilities and warned against the use of heavy equipment over them without proper protection. Any damage to surface or subsurface structures or installations caused by work under stated Contract shall be repaired or otherwise restored by the Contractor. b. The Contractor shall adequately protect and not encroach upon all existing lawns outside the work area within protected areas for existing trees and shrubs to remain, or any additional areas designated or approved by the Architect as spoil areas or areas for storage of materials and equipment. Any damage to such lawns, trees, and other plants shall be repaired or restored as specified and directed by the Architect. C. Plant Lists: 11 1. The Contractor shall supply all plants shown on the plans and as ' specified. ' 2. Abbreviations on plant lists: a) Cal - indicates caliper of trunk of trees. b) BR - indicates plants dug with bare roots, roots puddled. c) BB - indicates plants dug, balled, and burlapped with ' minimum diameter of ball specified. d) Container - indicates plants in container with minimum diameter specified in the specification. e) Clumps - indicates small flowering or bush type trees, grown with three ormore stems, low branches. f) Nursery - indicates that trees or shrubs must be nursery grown. g) Collected - indicates that trees or shrubs may be nursery grown or collected. ' 3. Plants specified to be collected, shall be clean sound stock, free from decayed stumps and fire injury. The ball shall be according to the size specified by the American Association of Nurserymen Standard for that plant material unless a different requirement is specified or shown on the drawings. 4. At time of digging all bare roots shall be puddled in a wet clay 8 mixture of a quality to adhere to roots in a manner approved by 4 the Architect. 1 3 5. Container grown plants shall exhibit a well rooted condition with 1/85 sufficient roots to hold the ball intact after removal from the container. The outside of the ball shall be well netted with healthy unrestricted working roots. Root bound plants are ' unacceptable. 0280-4 11 6. Where the Contractor finds it impossible to locate specified material, he is to request permission by letter to change to collected plant material or substitute another. Any additional labor, material, or expense incurred by the Contractor because of the substitution shall be furnished at no extra cost. 7. The Contractor shall submit to the Architect copies of orders accepted and guaranteed by the supplying nurseries for all plant material required for the total project at least three months prior to the scheduled start of planting. 8. The Contractor shall submit requests for substitutions not less than two months prior to the scheduled start of planting. In addition to the documentation of unavailability, the Contractor shall suggest possible suitable alternate species or sizes which would be available in appropriate quantities. 9. For Plant List see drawings and following sections of the specifications. d. Time of Planting: 1. Unless otherwise directed by the Architect, deciduous material shall be planted from March 1st to May 1st and from October 15th to December 1st. Evergreen material shall be planted from April 1st to May 15th and from September 1st to October 15th. Container grown deciduous material may be planted at any time. 2. No trees, shrubs, or vines shall be planted when the ground is frozen. 3. The preparation of lawn and planting areas and tree pits may begin prior to the specified planting season providing the subgrade has been established and providing that in the judgment of the Architect construction work has sufficiently advanced. ' Plant pits, if dug in advance, shall be filled immediately with proper backfill material. I 1 J 4. The season for planting of lawns with permanent grass seed unless otherwise directed, shall be from Match 15th to May 15th and from August 15th to October 1st. e. Work and Operations for Plantina Trees and Shrubs: 1. Contractor shall furnish, dig, deliver, and plant material listed on the "Plant List" in accordance with the plans and specifications and directions of the Architect. Materials and methods of work shall meet all the requirements of this section, subsequent sections, and those standards set forth by the 8 American Association of Nurserymen, Inc. latest edition. 4 1 3 1/85 0280-5 f. _Operations: ' 1. Digging: a) In digging the plant material with a rootball, the minimum ' lateral diameter of the rootball shall be as specified. The rootball shall be of sufficient depth to include all lateral roots. All fibrous and pliable roots encountered in trenching around the ball shall be cut off flush with the outer side of the trench, the ground in the trench loosened with a spading fork, and the flexible roots wrapped against the side of the ball. The rootball shall be trim and ' compact, tightly and adequately bound with burlap wrapping. Under no circumstances shall the rootball be artificially manufactured to meet size requirements, and none will be ' accepted in a loose, broken, or lopsided condition. b) All plant material required by the plant list, specifications, or plants to be moved with ball and burlap will be measured across the minimum lateral diameter of the rootball. The rootballs shall be firm and compact and wrapped with burlap tied with a good grade of hayrope or heavy twine. 2. Transportation: ' a) Utmost precautions must beexercised in protecting the plant material from possible bark injuries or breakage of branches during the digging and while in transit. The crown of each plant shall be tied in carefully to prevent damage to the ' branches. Anti -desiccant spray shall be applied to all plant material prior to digging and transportation. All plants transported by open trucks shall be adequately covered to prevent windburn, dehydration, or other damage. 3. Temporary Storage: a) Previous to shipment and after delivery to the project, all plants shall be properely protected. Bare root plants shall be heeled in trenches with the bundles opened and the plants spaced separately and all roots covered. Balled and ' burlapped plants shall have their earth balls protected by earth or wet cloth or straw. All plants shall be stored in a well ventilated and shaded place and protected from wind and sun. Delivery of plant material shall be coordinated with planting schedule. Storage period shall not exceed seventy-two (72) hours. 1 8 4 ' 3 1/85 0280-6 4. PLacinq and Settinq: a) The locations for the planting shall be where shown on the drawings and shall be staked out on the ground by the Contractor to the satisfaction of the Architect, before any excavation is made. Request for approval of the stakeout shall be made twenty-four (24) hours in advance. Any necessary adjustment shall be subject to approval by the Architect. 5. Size of Pits: a) Diameter of pits for balled and burlapped plant material shall be at least eighteen (18") inches greater than the diameter of the ball. Depth of pits for balled and burlapped plant material shall be adequate to provide six (6") inches of topsoil backfill beneath the rootball. b) Diameter of pits for bare root plant material shall be at least one (1') foot greater than the diameter of spread of roots. Depth of pits for bare root plants shall be six (6") inches deeper than the root systems. c) Larger pits may be required if so specified on the plans and/or specifications. 6. Setting Plants: a) General: 1) Mass planting beds shall be loosened to a depth of 6" and weeds removed. All plant material shall be set plumb at such a level that after settlement they bear the same relation to the elevation of the surrounding ground as they bore to the ground from which they were dug. b) Balled Plants: 1) Balled plants (B&B) shall be backfilled in six (6") inch layers and carefully tamped around and under the base of each ball to fill voids. All burlap, rope, etc., shall be removed from the tops of the balls, but no burlap or wrapping shall be pulled out from under the balls. c) Bare Rood Plants: 1) Roots of bare root (B.R.) plants shall be properly 8 spread out in natural position and topsoil mixture 4 shall be worked in among them by watering. All broken 1 and frayed roots shall be cleanly cut off. 3 1/85 0280-7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 d) Backf ill: 1) Backfill for planting pits shall be composed of peat, dehydrated manure and topsoil throughly mixed together in the proportion, by volume, of 1 cubic yard of manure to each 3 cubic yards of peat, to each 20 cubic yards of topsoil. The materials shall be mixed prior to placing in tree pits. 7. Guying a) All guying shall be done immediately after planting and all guys are to be maintained. Trees shall stand plumb after guying. b) Unless otherwise directed, trees shall be guyed in accordance with the plans and specifications and directions of the Architect. c) All guy wires shall be attached to the tree trunk above substantial limbs, one (1") inch diameter or over, if possible. The tree trunk shall be protected by a covering of hose on the wires at every point of contract with the trees. All guy wires shall be maintained tight by the Contractor for the duration of the Contract. 8. The well around each tree shall be filled to a depth of three (3") inches with wood chip mulch. All shrub beds shall be mulched with wood chips to a depth of two (2") inches. Beds of vine -type ground covers shall be. mulched with 2" humus incorporated lightly in top 2" of bed. 9. Wrapping: a) All trees shall have a burlap wrapping around trunk from the grained level to the first set of branches. 10. Disposal of Excess Fill or Subsoil: a) Excess fill or subsoil shall remain the property of the owner and shall be disposed of as directed by the Architect. 11. Clean -Up: a) The Contractor shall remove from the site all branches, rocks, paper, and rubbish in all landscape areas as the work progresses. 8 8b) All areas shall be kept in a neat and orderly condition at 1 all times. Prior to final acceptance, the Contractor must 3 clean up the entire site to the satisfaction of the 1/85 Architect. 0280-8 11 1 12. _Maintenance: a) The Contractor will be held responsible for the maintenance of all work and parts thereof prior to acceptance. No plantings will be accepted unless they show a healthy and satisfactory foilage condition. 0280.8 INSPECTION a. The Contractor shall be responsible for all certificates of inspection ' of plant materials that may be required by Federal, State, or other 8 authorities to accompany such shipment of plants; on arrival of each 4 shipment the certificate shall be filed with the Architect. 1 3 b. Prior to the inspection of plant material by the Architect, the 1/85 Contractor shall select and tag with identification numbers all trees, specimen plants, and samples typical of each kind and size of all plant material proposed for use. Tamperproof tags are to be used. 0280-9 1 1) Maintenance shall include watering of all plantings, cultivation, remulching, pruning, weeding, mowing, ' edging, spraying, cleaning up, repairing minor washouts and gullies to six (6") inches deep, and other 'necessary work. 2) In the event of the threat of serious damage resulting from insects, theplants shall be treated by preventative or remedial measures approved for good _ horticultural practice. Plants found to be diseased shall be replaced immediately unless otherwise ' directed. 0280.5 STANDARDS 0280.8 INSPECTION a. The Contractor shall be responsible for all certificates of inspection ' of plant materials that may be required by Federal, State, or other 8 authorities to accompany such shipment of plants; on arrival of each 4 shipment the certificate shall be filed with the Architect. 1 3 b. Prior to the inspection of plant material by the Architect, the 1/85 Contractor shall select and tag with identification numbers all trees, specimen plants, and samples typical of each kind and size of all plant material proposed for use. Tamperproof tags are to be used. 0280-9 1 a. Analysis and tests of materials -such as but not limited to topsoil, humus, fertilizers, insecticides, and other materials of similar character required to be made under this specification shall be made in accordance with the current methods of the Association of Official ' Agricultural Chemists. b. Plant names shall agree with the nomenclature of "Standardized Plant Names: as adopted by the American Joint Committee on Horticultural Nomenclature 1942 Edition; size and grading standards shall conform to _ those of the American Association of Nurserymen (U.S.A. Standard Z60, 1-1969), unless otherwise specified. Grass for C. seed shall meet the tolerance germination and purity according to the standards tabulated on page 5 of the U.S. Department of Agriculture Bulletin No. 480. A certificate from an independent laboratory which states conformity shall be furnished to the Architect. 0280.8 INSPECTION a. The Contractor shall be responsible for all certificates of inspection ' of plant materials that may be required by Federal, State, or other 8 authorities to accompany such shipment of plants; on arrival of each 4 shipment the certificate shall be filed with the Architect. 1 3 b. Prior to the inspection of plant material by the Architect, the 1/85 Contractor shall select and tag with identification numbers all trees, specimen plants, and samples typical of each kind and size of all plant material proposed for use. Tamperproof tags are to be used. 0280-9 1 C. All plants shall be subject to inspection and approval by the Architect. Plants required for work will be inspected and tagged at ' the place of inspection, and tagging at the place of growth shall not affect the right to reject such plants on or after delivery to the site. d. Inspection of plants at the place of growth or upon delivery will be for quality and size; variety, color, and all other requirements being the responsibility of the Contractor. Inspection for size of ball roots, latent defects, and for the further requirements will be made at the site during progress of the work. e. Tagged samples of plant materials shall be delivered to the site and planted in locations designated by the Architect. These tagged samples shall be maintained, protected, and used as standard for comparison with the plants furnished for the work. ' f. The Contractor shall make a formal request in advance for any inspections at the various nurseries and collecting grounds. This request shall state the location of the nursery or collecting grounds ' and shall list the particular plants which are to be inspected, as well as the size of such plants. g. If the plants and materials which are required to be inspected by the Architect are located outside a radius of fifty (50 miles from the site, the cost of the inspection, travel and maintenance of the inspector will be borne by the Contractor. h. The Contractor, or his authorized representative, shall be present during inspections. i. When, in the opinion of the Contractor, the work is complete and ready for final inspection, he shall notify the Architect who will arrange to give the entire work a thorough inspection. The Contractor dead have become j. shall replace all plants which are or unacceptable because of the loss of normal shape, loss of the leader, disfigurement, or any other cause, prior to requesting a final inspection. k. If more than 2% of the major trees and minor trees, or 5% of the shrubs are found to be unacceptable to the Architect at the time of the final inspection, the start of the guarantee period for all plants will be delayed until the unacceptable plants have been replaced in ' accordance with the specifications during the proper planting season. If less than these maximums are unacceptable, the guarantee period will start, but unacceptable plants shall be replaced during the first proper planting season. 4 1 3 1/85 0280-10 8 1 3 1/85 0280-11 End of Section 1. All plant areas shall be weed free, with mulches and saucers in a neat ' and proper condition. All specified miscellaneous material shall be in proper order. All work necessary to repair damage to existing areas and to areas of work by others, shall be completed prior to ' acceptance. M. Before final payment will be made, any defects or omissions noted on this inspection must be rectified by the Contractor without additional ' compensation. 0280.10 GUARANTEE a. The Contractor shall replace in accordance with the contract plans and specifications any planted and/or transplanted trees, shrubs, or ground cover that are dead, or, in the opinion of the Architect, are ' in an unhealthy or sightly condition, and/or have inadequate or improper maintenance, or other causes, by the date of one (1) year after the final acceptance and completion of the whole work of this Contract.. b. Where vandalism, during the guarantee period, is agreed by the Architect as the cause for replacement, the Contractor shall not be responsible for replacement during the one (1) year gaurantee after final acceptance. ' C. The Contractor, aspart of this Contract, shall furnish a written guarantee warranting all materials and workmanship furnished and installed under this contract for a period of one (1) year from date of completion and acceptance as evidenced by final payment, or for one full growing season, whichever is less, and binding himself to repair and replace without additional compensation beyond the contract amount any and all materials and workmanship which becomes in any way ' defective during the period of the guarantee. 8 1 3 1/85 0280-11 End of Section DIVISION 2 SECTION 0285 SOD 0285.1 SCOPE a. Under this item, the Contractor shall furnish, place and maintain Sod in accordance with the plans and specifications and as directed by the Architect. I0285.3 MATERIALS a. The sod shall be a good grade of sod, free from weeds, grubs, and cut in approved widths and lengths with a depth of 3/4" minimum. b. The mixture of grass seed from which the sod was grown shall consist of approximately the following mixtures of permanent grasses: ' Analysis of Sod Warran's A-34 - 40% Adelphi Blue Grass - 20% Touchdown Blue Grass - 20% Glade - 20% 'C. All sod shall be inspected before acceptance. 0285.4 GENERAL a. Liming and Fertilizing: Ground limestone as specified herein, shall be evenly distributed at the rate of two thousand (2,000) pounds per acre and worked into the top three (3") inches of the soil. Not less than five (5) days after the application of limestone, commercial fertilizer (10-6-4) as specified herein shall be evenly distributed at the rate of fifteen hundred (1,500) pounds per acre and shall be lightly worked into the top three (3") inches of the soil. b. Soil Preparation: Not later than fifteen (15) days after the application of fertilizer, the soil shall be prepared for sodding. The area shall be cleared of sticks, stones one inch and larger, and other objectionable materials; it shall then be smoothly graded to the proper surface elevation, free from all unsightly ridges, depressions, or undue irregularities, and all soft and loosely filled areas shall be thoroughly compacted by means of an approved lawn roller. If the 8 bed surface is in an excessively compact condition, it shall be lightly harrowed or otherwise cultivated or loosened to a depth of 4 1 three (3") inches to place it in a suitable condition for immediate 3 application of the sod. 1/85 0285-1 I If the operation of sodding is delayed longer than thirty (30) days after fertilizing, the Contractor will be required to re -fertilize and re -prepare the soil in accordance with these specifications. C. Sodding: No sod shall be laid without the approval of the Architect. The sod shall be laid with tight joints and rolled with at least a 200 pound roller. All open joints shall be filled with a mixture of Flyking blue Grass seed and screened topsoil at the rate of two (2) pounds of seed to one (1) cubic yard of topsoil. After rolling, the finished grade shall conform evenly to the grades on the plans or according to grades given by the Architect. All sodded areas shall receive approximately one (1") inch of water per week for the duration of the contract. The Contractor shall also maintain and mow the grass so that at all times there will be a stand of grass not in excess of 2-1/2" inches high or as otherwise directed by the Architect until final payment. 0285.10 GUARANTEE a. All sod shall be guaranteed by the Contractor for the duration of the contract. Any sod that fails to show normal growth at that time shall be replaced at no additional cost to the Owner. 8 4 3 1/85 0285-2 End of Section i DIVISION 3 ' SECTION 0310 CONCRETE WORK 0310.1 SCOPE a. Provide all labor, materials, transportation, equipment, and services to complete all concrete and related work required by the drawings, as herein specified, or reasonably implied as necessary to complete the work. 1 b. Without restricting the generality of the foregoing, the following items of work are included: ' 1. Reinforced concrete footings, piers, and walls. 2. All forms, shores and temporary bracing of concrete work as required. 3. Steel bar reinforcing as shown on the drawings. ' 4. Furnish and place sleeves in walls. 5. Protect and cure all concrete work as required. ' 0310.3 MATERIALS ' a. All materials shall fulfill the requirements of the A.C.I. Building Code and shall be as herein specified, and as indicated on the drawings. ' b. All concrete shall be ready -mixed concrete developing a minimum compressive strength of 3000 psi at 28 days for all work, and shall conform to ASTM C94 -78a "Ready -Mixed Concrete". 1. Cement shall be Type 1A with admixtures conforming to C260-77 and shall conform to C150 -78a "Standard Specifications for Portland Cement". 2. Aggregates shall conform to ASTM C33 -7B "Concrete Aggregates" with coarse aggregate size 67. 3. Concrete porportioning shall be such that the quality and consistency shall be suitable for proper placing and required 4 8 finishes. Slumps shall be as follows: 1 Footings 3" to 6" 3 1/85 Walls 3" to 4" c. Steel bar reinforcing shall conform to ASTM A615 -8a "Deformed Billet -Steel Bars for Concrete Reinforcement" for Grade 60. 0310-1 d. Water used in mixing concrete shall be clean, potable and free from ' injurious amounts of oils, acids, alkalides, organic materials or other deletereious materials. 0310.4 GENERAL a. Forms shall conform to the lines, dimensions, and shapes of concrete indicated on the drawings, they shall be tight to prevent leakage of concrete. They shall be securely braced and maintained in position to prevent any possibility of movement after the concrete is placed and shall insure safety to workmen and the public. 1. Form ties to be used in the concrete work shall be metal snap ties, detachable one inch (1") back from the face of concrete. Snap tie holes shall be filled with mortar. ' 2. Any material used to coat form work to facilitate removal, shall be of such a nature as not to stain or injure the concrete or cause injury to the waterproofing or paint to be applied. 3. Forms shall be thoroughly cleaned before re -using. 4. Forms used for concrete that will be exposed and/or painted shall be made of new sanded plywood. ' 5. All forms shall remain intact until concrete is cured and then removed, except as otherwise shown on drawings. 6. Contractor shall provide holes in all forms for all pipes, ducts, conduit etc, as required. ' b. Steel bar and fabric reinforcing and other built-in items s such as joint fillers, sleeves, inserts, etc., shall be accurately positioned ' and securely fastened to prevent movement while concrete is placed. Bar supports shall not be more than 5'-0" O.C. at intersections. Reinforcement shall be securely wired together. ' C. Concrete mixing and delivery shall be in accordance with any of the methods described in ASTM C94 -78a "Ready -Mixed Cement". d. All forms must be absolutely clean and free of dried concrete. Forms for exposed concrete and/or concrete to be painted shall be carefully checked for alignment and plumb before concrete is placed. ' e. All concrete shall be placed as rapidly as possible after mixing and, if required, vibrated to prevent honeycomb and voids. All concrete foundation walls shal be placed so that they will not be out of plumb more than 1/4" in 8'-0" vertically or horizontally from plan dimensions. 8 f. Concrete shall be placed as rapidly as possible between construction 4 joint bulkheads. 3 1/85 0310-2 8 4 1 3 1/85 g. Where new concrete is to be bonded to existing concrete, the surface of the existing concrete shall be brushed or scraped to remove laitance and shall be roughened. The bonding surface shall be wet and covered with a thin layer of sand -cement grout (1:2 mix) just before placing new concrete. h. No concrete shall be deposited in water. i. Concrete shall be cured by keeping all surfaces moist for at least seven days after placing. No concrete shall be placed when the atmospheric temperature is above 90 degrees F. j. Concrete may be placed with the temperature below 40 degrees by heating the materials and protecting the fresh concrete from the cold weather. 1. Water temperature shall not exceed 175 degrees F when in contact with the cement. 2. All frost, snow ice, or foreign matter shall be removed from the forms and the concrete shall be placed immediately after mixing. 3. Concrete, when placed in the forms, shall have a temperature of not less that 70 degrees F, nor more than 100 degrees F. 4. Freshly placed concrete shall be maintained at a temperature of not less than 70 degrees F for 3 days or 50 deqrees F for 5 days. 5. Methods of protection and curing shall be such as to prevent evaporation of moisture from the concrete and injury to the surface. 6. No concrete may be placed on frozen ground. k. All vertical concrete surfaces that will be exposed and/or painted shall be rubbed down immediately after stripping of forms with fine carborundum stones and water, sufficiently to remove all projections and surface shine. All surface indentions shall be filled rubbed and trowelled smooth with mortar. The finished surface shall be such that no irregularities will show through the paint. 1. Construction joints shall be placed only where shown on the plans or permitted by the Architect. All exposed edges of concrete and exposed joints shall be chamfered one inch, unless otherwise shown or noted. 0310-3 End of Section DIVISION 5 SECTION 0500 METALS 0500.1 SCOPE a. Furnish all materials, labor, equipment and appliances required to complete the Metal Work indicated on the drawings or as described herein. b. The work generally includes but is necessiarly limited to the following: 1. ,anchor Bolts 2. Guard Protection Post 0500.3 MATERIALS a. Anchor Bolts: ASTM Category C(A-36) b. Steel Pipe - ASTM A-53 C. Galvanizing - 20Z -Zinc per s.f. of surface. 0500.4 GENERAL a. Anchor bolts shall be securely positioned prior to pouring the concrete walls or piers. b. Galvanized pipe to be set in concrete foundation as shown on plans. Interior of pipe to be filled with concrete and the top rounded off smooth. 0500.2 RELATED WORK OF OTHER SECTIONS a. Excavation - Section 0220 b. Concrete Work - Section 0310 8 4 1 3 0500-1 1/85 End of Section d. The work generally includes: I. Furnish and install 4-2/0 direct burial service system from N.Y.T. pole No. 28 to the Terminal Building leaving the required ' slack at each end for future connections. 2. Furnish and install 2" diameter PVC conduit with galvanized end sweeps and drag wire for future telephone service. 1610.2 WORK OF OTHER SECTIONS ' a. LILCO to furnish meter and make service connections after completion of Terminal Building at later phase. b. Telephone wiring by New York Telephone Company after completion of Terminal Building at later phase. 1610.3 MATERIALS a. Direct burial cable shall be: Type "XL Puse". Simplex, American, or approved equal as per utility company requirements. ' b. Size wire shall be 2/0 ' 4 1 3 ' 1/85 1610-1 ' DIVISION 16 SECTION 1610 ' ELECTRICAL WORK 1610.1 SCOPE ' a. The requirements of the General Conditons, the Supplementary General Conditions, and the General Requirements (Division 1) of these Sepcifications apply to all work hereunder. b. The Contractor shall furnish and install all labor, materials, equipment, tools, and temporary work required for the complete electrical installation of the system described and shown on Contract Drawings and Specifications. c. The intent of the Specifications and Contract Drawings is to provide complete electrical installation of the various systems described ' herein and indicated on the Drawings. Any listing or indication of items furnished or work to be performed shall not be construed to be complete in itself and shall not limit the general requirements to furnish and install all work, equipment, accessories, controls, etc., to complete the Contract in a workmanlike and substantial manner. d. The work generally includes: I. Furnish and install 4-2/0 direct burial service system from N.Y.T. pole No. 28 to the Terminal Building leaving the required ' slack at each end for future connections. 2. Furnish and install 2" diameter PVC conduit with galvanized end sweeps and drag wire for future telephone service. 1610.2 WORK OF OTHER SECTIONS ' a. LILCO to furnish meter and make service connections after completion of Terminal Building at later phase. b. Telephone wiring by New York Telephone Company after completion of Terminal Building at later phase. 1610.3 MATERIALS a. Direct burial cable shall be: Type "XL Puse". Simplex, American, or approved equal as per utility company requirements. ' b. Size wire shall be 2/0 ' 4 1 3 ' 1/85 1610-1 C. Wire shall be 98% high conductivity copper. d. Wires shall be color coated. e. Telephone conduit shall be 2" diameter PVC f. Telephone conduit sweeps shall be hot -dipped rigid galvanized steel 2" diameter. 1610.4 GENERAL a. The site shall be brought to subgrade prior to trench excavation. b. The wires and/or conduit shall have a protective layer of sand extending 6" around them during the backfill opeations. c. The direct burial wires shall have the specified slack at each end of the service for future connecitons. 1610.7 STORAGE AND PROTECTION a. Identification and Underground Lines 1. All underground conduits and direct burial wires shall be protected from accidental excavation by means of printed plastic tapes located so as to serve as a warning device. The tapes shall be not less than 6" wide by 0.004" thick, and the material shall be resistant to chemicals normally found in the soil. 2. The tape shall be installed directly above and direct burial wires conduit and approximately 6" below the surface. 3. One color (yellow) and one legend (CAUTION - BURIED ELECTRIC CABLES HI -VOLTAGE) shall be used for all direct lines. A different color shall be used above the telphone conduit. 8 4 3 1/85 1610-2 End of Section Niii�\Li�i(�73 — r•\Sl� c1cor NAME AND ADDRESS OF AGENCY G 4arsh & Mullany, Inc. 7 WestchesterDDr. Rocky Point, NY 11778 NAME AND MAILING ADDRESS OF INSURED Town of Southolds Town Hall 53095 Main Rd Southold, New York 11971 Type and Location of Property P R O P E R T Y Type of Insurance L--- -- -- IA Scheduled Form ❑ Comprehensive Form B ❑ Premises/Operations ❑ Prod uctslCompleted Operations L I ❑ Contractual T Other (specify below) Y i ! Med. Pay. $ Per $ Per Person Accident 'L__,! Personal Injury 0 Binder No. OCP169600 - )MPANY Excelsior Insurance Company Effective 12r —s� 01 am Sept. 13 11985 Cv it Z,a 19'01 — 1 k1-0-4- 1 *Zq Or, This binder is issued to extend coverage in the above named company per expiring policy # (except as noted below) scription of Operation/Vehicles/Property Owners Protective Liability Policy Coverage/Perils/Forms Amt of Insurance Ded. co mss. Limits of Liability Coverage) Forms – Each Occurrence Aggregate. Bodily Injury $500,000 $1,000,0 Property Damage $100,000 $300,000 Bodily Injury & Property Damage $ $ Combined A ❑ B❑ C Personal Injury $ Limits of Liability i, _' Liability ❑ Non -owned ❑ Hired Bodily Injury (Each Person) $ T L _i' Comprehensive -Deductible $ Bodily Injury (Each Accident) $ MI L..J Collision -Deductible $ O L_J Medical Payments $ Property Damage $ I I ( � Uninsured Motorist $ E L_ No Fault (specify): Bodily Injury & Property Damage Other (specify): Combined $ WORKERS' COMPENSATION — Statutory Limits (specify states below) ❑ EMPLOYERS' LIABILITY --- Limit $ SPECIAL CONDITIONSIOTHER COVERAGES Owners Protective Liability Policy -For site work Contract #1985-1 Cross Sound Ferry Services, Inc. At Orient Point, New YArk performed by Stetler Bros. Contracting Corp. At least 10 day notice of cancellation by the Company shall be provided the insured. NAME: AND ADDRESS OF ❑ MORTGAGEE ❑ LOSS PAYEE ❑ ADD'L INSURED LOAN NUMBER ACORD 75 (11/77-c) Marsh & Mullany, Inc. of Authoa re n Re tative Date Robeft J. Markh, V.P. �ET T AS AT AR CERTIFICATE OF INSURANCE PRO DI' F R xx Marsh & Mullany, INc 7 Westchester Dr Rocky Point, NY 11778 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 POLICIES BELOW. COMPANIES AFFORDING COVERAGE kOMPAN LETTER 'y A Excelsior Insurance Company COMPANY NSJRE t_ LETTFR B Stetler Brothers Contracting Cori OMPANY C 1208 Suffolk Ave ETTER Brentwood, NY 11717 Fc'_0_M__PA_N____ D LETTER COMPANY LETTER HIS IS TO CERTIFY THAT 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 BESSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI TIOIN OF SUCH POLICIES. T LIABIL�ry LIMITS IN THOUSANDS 0iJC'v NE __ UMBER .ATEACH A3REGA7�- )�IQURRENCE & GENERAL, LIABILITY BODILY : $ ; $ UNDERGROUND GL 169600 EXPLOSION & CU i LAPSE HAZARD PROL)-j(TSiCOMPLETEP OPT RA' (:0NTRACT1jAL NDIEPENUEN-1 ONT, BROAD RJRM PROPERTY DAM41, R /26/85 6/26/86 1'D'A'm'A"G'E $ $ iBi & PD500/ $ 500/ I COMBINE $ PERSONAL INJURY $ 500/ AUTOMOBILE LIABILITY I KD1 NiLII $ I kP, "PR 'E9Sov A N"NEC, Alj'os pFliv, PASS 1 CA 169600 16/26/85 16/20/86 $ L `VJNjf:C- 1UT00, (0 1 111:� 'HAN I ,yam'4 RH_, tViro'S IROPER­Y 1 DAMAGE $ NUN OWNED N 7,' ;ARAGF LABtL B1 & PD I$ 500/ COMBINED i EXCESS LIABILITY FX_4 I UMBRELLA FORM Ai ;TREK THAN UMBRELLA FORM WORKERS' COMPENSATION A A 1AND EMPLOYERS' LIABILITY : OTHER I B1 & PC) CU 169600 6/26/86 16/26/86 1 C0.131NED $2,000$2,000/ STATU70HY /26/85 WC 169600 6 6/26/86 (EACH ACCIDENT) 1 $ (DISEASE POLICY LIMIT) $16� (DISEASE -EACH EMPLCYEE) DESCRIPTION OF OPERATIONS/LOCATION4,/VEOICLE/SPFCIAL ITEMS orient Ferry Terminal job Town of Southold to be ahown as additional insured as per the ]above liabilkty policies *14;'TIFICATE VOLDER CANCELLAT1.61il Aca u nhoD.Ssuthold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EX- erry PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO Town Clerk MAIL20--DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Registrar of Vital Statistics OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. Town Hall 53095 Main Rd AUTHORIZED REPRESENTATIVE Southob-N Y 11971 1 Own jU9161;LT1X*10j;1 trojil, UTTI 1 THE AMERICAN INSTITUTE OF ARCHITECTS BOND NO. 103418 AIA Document A311 Performance Bond KNOW ALL MEN BY THESE PRESENTS: that Stetler Bros. Contracting Corp. 1208 Suffolk Ave . , Brentwood, New York 11.7JHp,e insert full name and address or legal title of Contractor) as Principal, hereinafter called Contractor, and Seaboard Surety Company, of New York, New York, as Surety, hereinafter called Surety, are held and firmly bound unto The Town of Southold, Town Hall, 5 309 5 Main Rd. , Southold, New YO�I�ke insert full name and address or legal title of Owner) 11971 as Obligee, hereinafter called Owner, in the amount of One hundred twenty three thousand--------------------------------------- Dollars ($123, 000.00 for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated Sgp_tegtber_�.131985 , entered into a contract with Owner for Contract #1985-1, Cross Sound Perry Services, Inc. Orient Point, N Y Site Work. in accordance with Drawings and Specifications prepared by Ward Associates P.C. (Here insert full name and address or legal title of Architect) 1.00 Arrival Ave., Ronkonkoma, New York 11779 which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 1 F. 889 REV -9-70 1 r NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon de- termination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminis- trators or successors of the Owner. Signed and sealed this 13th day of September 19 85 � Stetler Bros. Contracting Corp. '�1 n (Principal) (seal) (Witn 07 Harold Stetler (Title) President SEABOARD SURETY COMPANY (Surety) (seal) 4Z t (Wit Ss) Attorney -in -Fact R ert a (Title) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 THE AMERICAN INSTITUTE OF ARCHITECTS BOND NO. 103418 AIA Document A311 Labor and Material Payment Bond THIS BOND ISISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALI ,Mfkl BY THESE PRESENJ_S: that Stetler Bros. Contracting Corp 1208 Su o Ave . , ren WOO , New York l l(Wele7nsert full name and address or legal title of Contractor) as Principal, hereinafter called the Principal, and Seaboard Surety Company, of New York, New York, as Surety, hereinafter called Surety, are held and firmly bound untoThe Town of Southold Town Hall, 53095 Main Rd. , Southold, N Y 119,7rlinsert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of One hundred twenty three thousand (Here insert a sum equal to at least one-half of the contract price) Dollars ($ 123,000.00 ), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated September 1319 85, entered into a contract with Owner for Contract #1985-1 Cross Sound Perry Services Inc., Orient Point, New York Site work. in accordance with Drawings and Specifications prepared b �7G%d Associates, P. C . 100 Arrival Ave . , Ronkonkoma, New York17 [ti8re insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 3 F. 889A REV. -9-70 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial Signed and sealed this 13th accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail; postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. day of September 19 85 Stetler Bros. Contracting Corp. U (Principal) (Seal) (Witn s) / lTalold Stetler, (Title) President SEABOARD SURETY COMPANY �7 (Surety) (Seal) (Witness Attorney -In -Fact ert b a (Tine) AIA DOCUMENT A311 • PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND • AIA OO FEBRUARY 1970 ED. • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 4 STATE OF NEW YOK COUNTY OF Suffolk I ss.: On the. _............1.3_th..---._.._..__................_......_..day of ..... .................. ._..... .................. ........ in the year 19 85, before me personally came Robert Marsh.................. to me known, who, being by me duly sworn, did . .._............................................................................_........._......................_........ _._............--......__......_._.. depose and say that he resides in._..Port Jefferson Station, N. Y.; that he is ._... - _..... ........ .. ..._- -. _..... .................................... the Attorney -in -Fact of the SEABOARD SURETY COMPANY, the corporation described in and which executed the above instrument: that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order; and the affiant did further depose and say that the Superintendent of Insurance of the State of New York, has, pursuant to Section 327 of the Insurance Lav of the State of New York, issued to Seaboard Surety Company his certificate of qualification, evidencing the qualification of said Company and its sufficiency under any laws of the State of New York as surety and guarantor, and the propriety of accepting and approving it as such; and that such certificate has not been revoked. ............ / Notary Public ,F Form S60 Not PPuble. $tats* � yok N0.4727791 Quartffed in Suffolk Count // Gommigsion Expires March 30.'199.4p, Form 152 Corp. Ack. STATE OF New York ss.. COUNTY OF Suffolk On this.............13th......................................... day of......._-.September................................. ...... 19....85., before me personally came Harold Stetler ------------------------- ----------- ---- ------ ----------------------------- ----------------------------------------.................................................... ---------- --- --- ---- ----------- - -- ----------------- to me known, who, being by me duly sworn, did depose and say; that he resides in.. .................. .................................... Greenport, New York that he is the......._... President ---------------------------------------------------------------------------------------------- of the.......Stetler Bros. Contracting Corp. the corporation described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Dir tors of said cor- poration, and that he signed his name thereto by like order.e'e MAfALDA ITA L (Seal) NOTAW FUKIC. Stale of New Yak Ho 52-05tM . Sq!oIY Caynty form Expires Much 30, lssk� of Rocky Point, New York its true and lawful Attorney -in -Fact, to make, execute and deliver on its behalf insurance policies, surety bonds, undertakings and other instruments of similar nature as follows: Without Limitations Such insurance policies, surety bonds, undertakings and instruments for said purposes, when duly executed by the aforesaid Attorney -in -Fact, shall be binding upon the said Company as fully and to the same extent as if signed by the duly authorized officers of the Company and sealed with its corporate seal; and all the acts of said Attorney -in -Fact, pursuant to the authority hereby given, are hereby ratified and confirmed. This appointment is made pursuant to the following By -Laws which were duly adopted by the Board of Directors of the said Company on December 8th, 1927, with Amendments to and including January 15, 1982 and are stili in full force and effect: ARTICLE VII, SECTION 1: "Policies, bonds, recognizances, stipulations, consents of surety, underwriting undertakings and instruments relating thereto. Insurance policies, bonds, recognizances, stipulations, consents of surety and underwriting undertakings of the Company, and releases, agreements and other writings relating in any way thereto or to any claim or loss thereunder, shall be signed in the name and on behalf of the Company (a) by the Chairman of the Board, the President, a Vice -President ora Resident Vice -President and by the Secretary, an Assistant Secretary, a Resident Secretary or a Resident Assistant Secretary; or (b) by an Attorney -in -Fact for the Company appointed and authorized by the Chairman of the Board, the President or a Vice -President to make such signature; or (c) by such other officers or representatives as the Board may from time to time determine. The seal of the Company shall if appropriate be affixed thereto by any such officer, Attorney -in -Fact or representative." IN WITNESS WHEREOF, SEABOARD SURETY COMPANY has caused these presents to be signed by one of its Vice - Presidents, and its corporate seal to be hereunto affixed and duly attested by one of its Assistant Secretaries, this la -t -_.___._.___ day of.....Augu.s.t............................. , 19-•----85 o Sueer� Attest: SEABO URETY COMP Y, N 1927 N By F� Wvo�t (Seal) ---V��A�W _________________________________________________________ -------------- __ Vice -President STATE OF NEW YORK ss.: COUNTY OF NEW YORK On this ......... 1.5.t day of August.... 19 8-5., before me personally appeared ._Thomas .... P ....... C.o.rke--------------------------------------------------------------------------------- a Vice -President of SEABOARD SURETY COMPANY, with whom I am personally acquainted, who, being by me duly sworn, said that he resides in the State ofN aw...J e r s ey.-- ; that he is a Vice -President of SEABOARD SURETY COMPANY, the corporation described in and which executed the foregoing instrument; that he knows the corporate seal of the said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said Company; and that Zsighis namethereto as Vice -President of said Company by like authority. NotaEY ry Dt1RVEtate of 'New York (Seal) No. 24-4772191 - ----- ------ -- Oualified In rings County Notary ublic Certificate Filed in'New York County C E R T I F I C A T E Cnmmisainn Expires March 30,1985 I, the undersigned Assistant Secretary of SEABOARD SURETY COMPANY do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this Certificate and 1 do further certify that the Vice -President who executed the said Power of Attorney was one of the Officers authorized by the Board of Directors to appoint an attorney-in-fact as provided in Article VII, Section 1, of the By -Laws of SEABOARD SURETY COMPANY. This Certificate may be signed and seated by facsimile under and by authority of the following resolution of the Executive Committee of the Board of Directors of SEABOARD SURETY COMPANY at a meeting duly called and held on the 25th day of March 1970. "RESOLVED: (2) That the use of a printed facsimile of the corporate seal of the Company and of the signature of an Assistant Secretary on any certification of the correctness of a copy of an instrument executed by the President or a Vice -President pursuant to Article VII, Section 1, of the By -Laws appointing and authorizing an attorney-in-fact to sign in the name and on behalf of the Company surety bonds, underwriting undertakings or other instruments described in said Article VII, Section 1, with like effect as if such seal and such signature had been manually affixed and made, hereby is authorized and approved." IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of the Company to these presents this mlos *Err�o�-------------1- th--------•- ------ day of .........eptember..... -------------..._., 19.._.8.5_. N 1927 N9 Qr Assistant S , etary Farm 957(Hev:7184) For verification of the authenticity of this Power of Attorney you may call, collect, 212-943-7440 and ask for the Power of Attorney clerk. Please refer to the Power I SEABOARD SURETY COMPANY HOME OFFICE: NEW YORK, N.Y. FINANCIAL STATEMENT—DECEMBER 31, 1984 ;. ASSETS LIABILITIES *Stocks and Bonds .......... $97,077,598. Cash in Office & Banks ....... 568,690. Accrued Interest&Dividends . 2,510,204. Outstanding Premiums ...... 974,689. Accounts Receivable ........ 5,757,004. Total Admitted Assets ..... $106,888,185. Reserve for Unearned Premiums ... $25,982,570. Claim Reserves .................. 16,250,089. Other Reserves .................. 12,356,345. Capital Stock ................... 2,500,000. Surplus ........................ 49,799,181. * Bonds and stocks are valued on basis approved by National Association of Insurance Commissioners. Securities carred at $5,806,187.00 in the above statement are deposited for the purpose required by law. STATE OF NEW YORK ss.: COUNTY OF NEW YORK Total Liabilities ............... $106,888,185. I, G. F. THOMPSON, President of SEABOARD SURETY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the Financial Statement of said Company, as of December 31, 1984. IN WITNESS WHEREOF, I have signed this statement at New York, New York, this.....13 ............day of ...... September . . . . . . . .. . . . . .. . . . .. . . .. 19...85. . 71, O s � T yco; ti W 1927 No FX0 Revised Foran 157 x�i ra �n erw aaarsY,.aY.u�..r��aa.�sa. a' ,6+urtruu ar i. ,deiunua'W�+ri h�eulYaVYYal6. Yr 1w� Yw„�, +..: u; ac ����w. iii i� i� ,ins i J.ggi �Ji ubl i i l V.wwri ■ u IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVIC S hT: INC., - Site Work & Bldg. Foundagion, Contract #1985-�jz f ���� �, )pTE: August 1 1985. oo �, ��c,' �c� Y� ' -NG/ARCH. W.A.P.C. ESTIMATE $ /� �` aX k� 1 ' �� G I G� r k4xv DESCRIPTION OF ITEM TO-fAL 011 QUANTITY 1 2 3 4 5 G 7 fi --- 8 10 Bid Security✓ /S,a��•av Ob°Ba�/b �5"'� B� Receipt of Addendum #1 �Y�s �/�s 6VI-4) 'yes BASE BID TOTAL /�'��•�� /��,'� °� ��;3=t. 0d /3,�,O0 ADD ALT. Ill Clearing & Excavation 711_672w. ao 6 ADD ALT #2 Sub -base Course 7, 5ro, oo j5, eov, to /.5, ®oo. va —ADD AL'f #3 r. Topsoil -,,1, . 00 o0,60 14 %G'. oe /� ADD ALT X14 TImber Guide Rail �, 92�. �� �j; tali, o0 06 ADD ALT 115 Chain Link Fence 'ADD ALT #6 Paint Roadway 8 Parking Lines x/.5'0. �� �, A00, 60 /,04:10,06 oro, oo gam, na BIDS IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC.. CONTRACT 1984-1 TOWN OF SOUTHOLD 0:-1 BID DATE: 12/7/84 TIME: 2:00 p.m. ei,. 11e11 Alt_ "R" Alt. "C" t5iaaer Chesterfield Associates David Whelan Marine Rambo George Rogers goo Costello Marine Walen City Dredge & Dock Gates Construction A0 dq0 , Oo �9� per, A� �,!/ DGi�. bo dam• Muirfield Windward East r � BID PROJECT IDENTIFICATION: "Improvements for the Cross Sound Ferry Services, Inc. Orient, New York" CONTRACT IDENTIFICATION AND NUMBER: Contract No. 1984-1 'THIS BID IS SUBMITTED TO: Southold Town Clerk Southold Town Hall Main Road Southold, New York The State of New York and OWNER: Town of Southold _ Southold Town Hall Southold, New York t 1. The undersigned BIDDER proposes and agrees,'if this Bid is accepted, to enter into an Agreement with OWNER to complete all Work as specified or indicated in the Contract Documents for the Contract Price and'within the Contract Time indicated in this Bid and in accordance wih the Contract Documents. ? 2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing f with the disposition of Bid Security. This Bid will remain open for 45 days after the day of Bid ope'Aing. BIDDER will sign an Agreement and submit the Contract Security and other documents required by the Contract Documents within fifteen days after the date of OWNER'S 1 ( Notice of Award. ` 3. In submitting this Bid, BIDDER represents, as more fully set '{ forth in the Agreement, that: I (a) BIDDER has examined copies of all the Contract Documents and of the following addenda: Date:November 29, 1984 Number: 1 November 30, 1984 " 2 (receipt of which is hereby acknowledged) and also copies of the Advertisement or Invitation to Bid and the=Instructions to Bidders. ` (b) BIDDER has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or 1 performance of the Work and has made such independent j investigations as BIDDER deems necessary; ,t Bid P-1 (c) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or a corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for himself any advantage over any other Bidder or over OWNER; and 4. BIDDER will complete the Work for the following price: BASE BID: TWO HUNDRED EIGHTY-SEVEN THOUSAND, LUMP SUM CONTRACT PRICE: FOUR HUNDRED TWENTY DOLLARS (In Words) $ 287,420.00 In Figures) ALTERNATIVE BID A: FOUR HUNDRED SEVENTY-FOUR THOUSAND LUMP SUM CONTRACT PRICE: SEVEN HUNDRED DOLLARS In Words $ 474,700.00 In Figures) ALTERNATIVE BID B: THREE HUNDRED TWENTY-FOUR THOUSAND, LUMP SUM CONTRACT PRICE: NINE HUNDRED EIGHTY DOLLARS In Words $ 324,980.00 In Figures) ALTERNATIVE BID C: FIVE HUNDRED THIRTY-SEVEN THOUSAND, LUMP SUM CONTRACT PRICE: SEVENTY-FIVE DOLLARS In Words $ 537,075.00 In Figures 5. BIDDER agrees that the Work will be substantially completed within Wcalendar days after the date when the Contract Time commences to run, and completed within 09 calendar days after the date when the Contract Time commences to run. /,?.o BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time. 6. The following document is attached to and made a condition of this Bid: Bid (a) Required Bid Security in the form of 5% of the Base Bid. 7. Communications concerning this Bid shall be addressed to: The address of bidder indicated below. P-2 8. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. SUBMITTED on December 7 , 1984 If BIDDER is: An Individual By (SEAL) (Individual's Name Doing business as Business address: Phone No.: A Partnership By (SEAL) (Firm Name General Partner Business Address: Phone No.: Bid P-3 A Corporation By Qfio-, Is Rogers Construction Corporation (Corporation Name New York - 1926 (State of Incorporation By J. J. Lennon (Name of Person Authorized to Sign Executive Vice President Title (C�rporate Seal) Attgst (Secretary) Business Address: 33 Rector Street M10TWEEBTAW . 111. Phone No.: 212/34/4-8800 A Joint Venture By (Name) (Address) By (Name) Address (Each joint venturer must sign.) The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above. Bid P-4 NON -COLLUSIVE BIDDING CERTIFICATE By submission of this bid or proposal, the BIDDER certifies that: (a) This bid or proposal has been independently arrived at without collusion with any other bidder or with any competitor or potential competitor; (b) This bid or proposal has not been knowingly disclosed and will not be knowingly disclosed, prior to the opening of bids or proposals for this project, to any other bidder, competitor or potential competitor; (c) No attempt has been or will be made to induce any other person, partnership or corporation to submit or not to submit a bid or proposal; (d) The person signing this bid or proposal certifies that he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the BIDDER as well as to the person signing in its behalf; (e) That attached hereto (if a corporate bidder) is a certified copy of a resolution authorizing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. /n DATED: nn - 04 I Construction Corporation Executive 77 ;• ure of Bidder 33 Factor. Street.,. Yew York, 21. Y. 10006 Business Address of Bidder Bid P-5 CERTIFIED COPY OF RESOLUTION AUTHORIZING THE EXECUTION OF NON -COLLUSIVE BIDDING CERTIFICATION IN BEHALF OF CORPORATE BIDDER RESOLVED THAT ftos i,- Eogers Construction Corporation Name of Corporation be authorized to sign and submit the bid or proposal of this corporation for the following project: "Improvements for the Cross Sound Ferry Services, Inc., Orient, New York," and to include in such bid or proposal the certificate as to non -collusion required by Section 103-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 the penalties of perjury. The foregoing copy is a true and correct copy of the resolution adopted by Geo. W. Rogers Construction corporation at a meeting of its Board of Directors held on the 2nd day of Mav , 1984. Secretary [CORPORATE SEAL] i i ) Bid P-6 PERFORI�tANCE BOND KNOW ALL MEN BY THESE PRESENTS, that hereinafter called the "Principal" and (hereinafter called the "Surety") are held and firmly bound to the (hereinafter called the "Owner") in the full and just sum of ($ Dollars good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds himself, his heirs, executors, administrators and assigns and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these present. WHEREAS, the Principal has entered into a certain written contract bearing date on the day of 19 , with the Owner for the a copy of which contract is annexed to and hereby made part of this bond as though herein set forth in full. NOW, THEREFORE, the conditions of this obligation are such that if the Principal, his or its representatives or assigns, shall well and faithfully comply with and perform all the terms, covenants and conditions of said Contract or his (their, its) part to be kept and performed and all modifications, amendments, additions and alterations thereto that may hereafter be made, according to the true intent and meaning of said Contract, including repair and/or replacement of defective work and guarantees of maintenance for the periods stated in the Contract, and shall fully indemnify and save harmless the Owner from all cost and damage which it may suffer by reason of failure so to do, and shall fully reimburse and repay the Owner for all outlay and expense which the Owner may incur in making good any such default, and shall protect the said Owner against, and pay any and all amounts, damages, costs and judgements which may or shall be recovered against said Owner or its officers or agents or which the said Owner may be called upon to pay to any person or corporation by reason of any damages arising or growing out of the doing of said work, or the repair or maintenance thereof, or the manner of doing the same, or the neglect of the said Principal, or his (their, its) agents or servants, or the improper performance of the said work by the said Principal, or his (their, its) agents or servants, or the infringement of any patent or patent rights by reason of the use of any materials furnished or work done as aforesaid or otherwise, then this obligation shall be null and void, otherwise to remain in full force and effect; Performance Bond B-1 PROVIDED, HOWEVER, the Surety, for value received, hereby stipulates and agrees, if requested to do so by the Owner, to fully perform and complete the work mentioned and described in said contract, pursuant to the terms, conditions and covenants thereof, if for any cause the Principal fails or neglects to so fully perform and complete such work and the Surety further agrees to commence such work of completion within ten (10) calendar days after written notice thereof from the Owner and to complete such work within the time allowed the Principal in the Contract for the completion thereof; and further PROVIDED, HOWEVER, the Surety, for value received, for itself and its successors and assigns, hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by an extension of time, modification, omission, addition, or change in or to the said Contract or the work to be performed thereunder, or by any payment thereunder before the time required herein, or by any waiver of any provisions thereof, or by any assignment, subletting or other transfer of any work to be performed or any monies due or to become due thereunder; and said Surety does hereby waive notice of any and all such extensions, modifications, omissions, additions, changes, payments, waivers, assignments, subcontracts and transfers, and hereby expressly stipulates and agrees that any and all things done and omitted to be done by and in relation to assignees, subcontractors, and other transferees shall have the same effect as to said Surety as though done or omitted to be done by or in relation to said Principal. IN WITNESS WHEREOF, the Principal has hereunto set his (their, its) hand and seal and the Surety has caused this instrument to be signed by its , and its corporate seal to be hereunto affixed this day of . 19 . By: (If Corporation add Seal and Attestation) Attest Add Corporate Seal By: Attest Performance Bond B_2 Principal Secretary Surety (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF COUNTY OF On this day of 19 before me personally came 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. Notary Public (ACKNOWLEDGEMENT OF PRINCIPAL, IF A CORPORATION) STATE OF ss.. COUNTY OF On this day of 19 before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. Notary Public Performance Bond B-3 (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF COUNTY OF On the day of personally came , 19 , before me Lt— n LVW<<, Wiw ueing Dy me auly sworn, did depose and say that he resides in that he is the of the the corporation described in and which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public Performance Bond B-4 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the 'Principal") and hereinafter called the "Surety") and held and firmly bound to the hereinafter called the "Owner"), in the full and just sum of dollars ($ ) good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract bearing date on the day of , 19 _ , with the Owner for the a copy of which Contract is annexed to and hereby made a part of this Bond as though herein set forth in full; and WHEREAS, the Owner has required this Bond guaranteeing prompt payment of monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the work provided in such Contract; NOW, THEREFORE, the condition of the foregoing obligation is such that if the Principal shall promptly pay all monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the Contract, then this obligation shall be null and void, otherwise to remain in full force and effect; PROVIDED, HOWEVER, that the said Surety for value received, hereby stipulates and agrees that no change, extension, alteration or addition to the terms of the said Contract or specifications accompanying the same, shall in any way affect its obligations under this Bond, and it does hereby waive notice of any such change, extension, alteration or addition, and further; PROVIDED, HOWEVER, that the place of trial of any action on this Bond shall be in the county in which the said Contract was to be performed, or if said Contract was to be performed in more than one county, then in any such county, and not elsewhere, and further; PROVIDED, HOWEVER, that this Bond shall be enforceable in accordance with the terms and provisions of the Connecticut General Statutes. Payment Bond B-5 IN WITNESS WHEREOF, the Principal has hereunto set its hand and seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of , 19 Principal BY: (If Corporation add seal and attestation) ATTEST Secretary (Add Corporate Seal) Surety BY: ATTEST (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of , 19_, before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public Payment Bond B-6 (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF COUNTY OF On this day of , 19_, before me personally came to me known, who being duly sworn, did depose and say that he resides in _ that he is the of the , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF COUNTY OF came Notary Public On the day of , 19 , before me personally to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public Payment Bond B-7 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Geo. W. Rogers Construction Corporation 33 Rector Stroet, 7=j,C__^''Y ?007n as Principal and SEABOARD SURETY COMPANY as Surety, are hereby held and firmly bound unto Town of Sout o , ew York and The State of New York as Owner in the penal sum of FIVE PERCENT o of Amount Bid. dollars ($5% ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Sealed with our seals, this 3rd day of December 1984. ' The condition of the above obligation is such that WHEREAS the Principal has submitted to Town of Southold, New York and The State o3 New York certain Bid, which is hereby made a part hereof to enter into contract in writing, for the Improvements for the Cross Sound Orient, New York, Contract No. 1984-1. a Ferry Services Inc. AND WHEREAS, the principal intends to file as a substitute for the bid deposit which accompanied said bid this bond to guarantee that the principal will perform the agreement to execute a contract and to furnish such other bonds as may be required by the terms of the principal's bid. NOW, THEREFORE, the condition of this obligation is such that if the principal shall faithfully perform the agreements as contained in the said bid, then this obligation shall become null and void; otherwise it shall be in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. Bid Bond B-8 IN WITNESS, WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Geo. W. Rogers Construction Corporation t a BY: -`J 1Y!,�� (L.S.) Principal p'e&1Ceat "AL SEABOARD SURETY COMPANY r Suretx i BY: is ar H. Lewis,Attorney-in-&ct (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of 19 , before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF / 1,4k,1 yQ,� } / ,� / I } ss.: COUNTY OF Nor/ rO& } On this day of DEC - ;s V], 19_, before me personally came 'k'�s to me known, who being duly sworn, did depose and say that he resides in //1/TL'L/9//�'� /I/��v ETZ� Y • that he is the of the �, L Rogem cm the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. Notary bli Bid Bond B -9 (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF New York } } ss.. COUNTY OF New York } On the 3rd day of December , 19 84 before me personally cameRichard H. Lewis to me known, who being by me duly sworn, did depose and say that he resides in East Brunswick, New Jersey that he is the Attorney -in -Fact of the SEABOARD SURETY COMPANY , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public PAULA MORELLO NOTARY PUBLIC STATE OF NEW YORK No. 41433'244 QUaii led in Queens County Certified in Noir York County Commission Expires March 30, 19...� Bid Bond B-10 SEABOARD SURETY COMPANY HOME OFFICE: NEW YORK, N.Y. FINANCIAL STATEMENT—DECEMBER 31, 1983 ASSETS LIABILITIES *StocksandBonds .......... $91,371,319.13 Cash in Office & Banks ....... (181,184.88) Accrued Interest & Dividends . 2,471,496.48 Outstanding Premiums ...... 2,243,972.50 Accounts Receivable ........ 2,888,343.34 Reserve for Unearned Premiums ... Claim Reserves .................. Other Reserves .................. Capital Stock ................... Surplus ........................ Total Admitted Assets ..... $98,793,946.57 • Bonds and stocks are valued on basis approved by National Association of Insurance Commissioners Securities carred at $5,806,187.00 in the above statement are deposited for the purpose required by law. STATE OF NEW YORK ss.: COUNTY OF NEW YORK $24,248,986.45 15,248,268.00 7,815,672.85 2,500,000.00 48,981,019.27 Total Liabilities ............... $98,793,946.57 I, G. F. THOMPSON, President of SEABOARD SURETY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the Financial Statement of said Company, as of December 31, 1983. IN WITNESS WHEREOF, I have signed this statement at New York, New York, this.... 3rd ,day of December 84 .......................................... .19........ Revised Form 1S7 Certified Copy $E k OO V COMPANY Na. 128flew Yorks Never York POWER OrATTORNEY KNOW ALL MEN BY THESE PRESENTS; That S1+ABOARL?SURETY COMPANY, acorporation of the State of New York, has made, constituted and appointed and by these -presents does== -raker constitute and appoint 11ichael E. Keegan, Thomas F. johnstoni Richard --F. Lbwis`, Dorene" iiartley,, Matthew=�. Dobrowolski, I12, P -p -ter T ; DUffyi Paula Morello of New --York, -New York its true and lawful Attorney -in -Fact, to make, execute and deliver on its behalf insurance policies, surety bonds, undertakings and other instruments of similar nature as follows: • - - t,_, zthout Limitations Such insurance policies, -:surety bonds; -undertakings and instruments for said purposes, when duly executed by the aforesaid Attorney -in -Fact; shall be binding upon the said Company as -fully and to the same extent as if signets by tete duty authorized officers of the Company and sealed with its corporate seal; and all the acts of said Attorney -in -Fact, pursuant to the authority hereby given, are hereby ratified and confirmed. This appointment is made pursuant to the following By-Lawswhich were duly adopted by the Board of Directors of the said Company On December 8th, '1927, with= -Amendments 20 and including January 15, 1982 and are still its full force and effect: ARTICLE VII, SECTION 1:— 'Policies, bonds; teeognizances, stipulations; consents of surety, underwriting undertakings and instruments relating thereto_ _ Insurance policies, bonds, recognizances, stipulations. consents ofsuretyand underwritingundertakingsaf the Company, and releases-, agreements and other writings relating in any way thereto or toanyclaim orlossthereunder: shall be signed irrthe name and on behalf of the Company (a) by the Chairmanof the Board, triePresiderit, a Vice -President of a Resident Vice -President and by theSecretary,an Assistant Secretary, a Resident Secretary or a Resident Assistant Secretary-, or -4b} by an Attomey-in-Fact_for the Companyappointedand authorized by the Chairman cif the Board, the President or a Vice -President to make Such signature. of (e) by such other officers lir representatives as- the Board may frcrnrXime wr rlime determine The seal of the Company shaitif-appropriate be affixed thereto by any such officer,--Attorney—in—Fact or representative y IN WITNESS WHEREOFz-SEABOARD SURETY COMPANY has caused these: presents to be signed by one of its Vice - Presidents, and its corporate seat t4 be hereunto affixed and duly attested by one -of-its Assistant Secretaries, this Au day of ----- ------�-- ust=_.. , * Attest: SEABQ SURETY COMPANY t 1921 v * - or eye (Seal - = .. - - nc Asst nt Secr ry _ Vice -President_ STATE OF NEW YOR _ = COUNTY OF NEW=Y K On this ....--.,.8-th...... ....- day of 9xist........... ... _.,.- - -- 19.:_II.4..., before me personally appeared ?'hoZTlas,_.F.. .... Gnz ke....--.­. ----------- ---------- a Vice -President of SEABOARD SURETY COMPANY, with whom i am personally acquainted, who, being by me fluty sworn, said that he resides in the State of that he is a Vice -President of SEABOARD SURETY COMPANY, the corporation described in and which executed the foregoing instrument; that he knows the corporate seat of the said Company; that the seal affixed to said instrument is such corporate seal: that it was so affixed by order of the Boar !Pilo �aiM i¢ampany; and that hesigned his name thereto as Vice -President of said Com � authority. F SAvjiic, State or New - - Nlnt, Y 41•901U� `- R NOTARY Certified in Certificate Witco to New York Gou K 00, (Seal) Ga '" fres iJ.arch 30, Agab /�G2 �'-� ay - PUBLIC Comtniss+on Exp Notary Public ' C E R T I F I C A T E I, the 'ld&fsr?a�o sistant Secretary of SEABOARD SURETY COMPANY do hereby certify that the original Power of Attorney of which the foregoing is a full, true and co . copy, is in full force and effect on the date of this Certificate and I do further certify that the Vice -President who executed the said Power of Attorney was one of the Officers authorized by the Board of Directors to appoint an attorney-in-fact as provided in Article VII, Section 1, of the By -Laws of SEABOARD SURETY COMPANY: _ This Certificate may be signed and sealed by facsimile under and by authority of the following resolution of the Executive Committee of the Board of Directors of SEABOARD SURETY COMPANY at a meeting duly called and held on the 25th day of March 1970 "RESOLVED. (2) That the use of a printed facsimile of the corporate seat of the Company and of the signature of an Assistant Secretary on any Certification of the correctness of a copy of an instrument executed by the President or a vice -President pursuant to Article Vtf, Section i, of the By -Laws appointing and authorizing an attorney-in-fact to sign in the name and on behalf of the Company surety bonds, underwriting undertakings or other instruments described in said Article VII, Section t, with like effect as if such seal and such signature had been manually affixed and made, hereby is authorized acs approved." IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of the Company to thepresents this day of December _ 19.: 84 1921 a't z - 1� x Ass stt Secr ,ary �` r ': BID PROJECT IDENTIFICATION: "Improvements for the Cross Sound Ferry Services, Inc. Orient, New York" CONTRACT IDENTIFICATION AND NUMBER: Contract No. 1984-1 ' THIS BID IS SUBMITTED TO: Southold Town Clerk Southold Town Hall Main Road 1., Southold, New York OWNER: Town of Southold and The State of New York Southold Town Hall Southold, New York 1. The undersigned BIDDER proposes and agrees,'if this Bid is `.� accepted, to enter into an Agreement with OWNER to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in -this Bid and in t( accordance wih the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Bid will remain open for 45 days after the day of Bid opening. BIDDER will sign an Agreement and submit the Contract Security and other documents required by the Contract Documents within fifteen days after the date of OWNER'S Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set i l forth in the Agreement, that: (a) BIDDER has examined copies of all the Contract Documents and of the following addenda: Date: 11/29/84 Number: 1 11/30/84 2 (receipt of which is hereby acknowledged) and also copies of the Advertisement or Invitation to Bid and the+Instructions to Bidders. (b) BIDDER has examined the site and locality where the Work i I is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent l investigations as BIDDER deems necessary; Bid P-1 (c) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or a corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for himself any advantage over any other Bidder or over OWNER; and 4. BIDDER will complete the Work for the following price: BASE BID: LUMP SUM CONTRACT PRICE•• Two Hundred Ninety Eight Thousand Dollars (In Words $ 298,000.00 In Figures) ALTERNATIVE BID A: LUMP SUM CONTRACT PRICE: Four Hundred Ninety Six Thousand Dollars In Words $ 496,000.00 In Figures) ALTERNATIVE BID B: LUMP SUM CONTRACT PRICE: Three Hundred Forty One Thousand Dollars In Words $ 341,000.00 In Figures) ALTERNATIVE BID C: LUMP SUM CONTRACT PRICE: Five Hundred Sixty Five Thousand Dollars In Words $ 565,000.00 In Figures) 5. BIDDER agrees that the Work will be substantially completed within 40 calendar days after the date when the Contract Time commences to run, and completed within 4110 lendar days after the date when the Contract Time commences to run. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time. 6. The following document is attached to and made a condition of this Bid: Bid (a) Required Bid Security in the form of 5% of the Base Bid. 7. Communications concerning this Bid shall be addressed to: The address of bidder indicated below. P-2 8. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. SUBMITTED on December 7 . 1984 If BIDDER is: An Individual By (SEAL) (Individual's Name Doing business as Business address: Phone No.: A Partnership By (SEAL) (Firm Name Business Address: Phone No.: Bid General Partner P-3 1 A Corporation By Gates Construction Corn. (Corporation Name) New Jersey '> (State of Incorporation By (Name of Person Authorized to Sign Robert S. Gates President Title i (Corporate Seal) Attest Walter Gates (Secretary) Business Address: 208 Gates Road Little ttl e FPYYV `pw 7prgp j Q7A41 Phone No.: 201-342-4660 A Joint Venture By (Name) (Address) By (Name) Address (Each joint venturer must sign.) The manner of signing for each individual, partnership, and corporation that is a,party to the joint venture should be in the manner indicated above. Bid P-4 L NON -COLLUSIVE BIDDING CERTIFICATE By submission of this bid or proposal, the BIDDER certifies that: (a) This bid or proposal has been independently arrived at without collusion with any other bidder or with any competitor or potential competitor; (b) This bid or proposal has not been knowingly disclosed and will not be knowingly disclosed, prior to the opening of bids or proposals for this project, to any other bidder, competitor or potential competitor; (c) No attempt has been or will be made to induce any other person, partnership or corporation to submit or not to submit a bid or proposal; (d) The person signing this bid or proposal certifies that he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the BIDDER as well as to the person signing in its behalf; (e) That attached hereto (if a corporate bidder) is a certified copy of a resolution authorizing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. DATED: December 7, 1984 Bid P-5 Signature of Bidder Gates Construction Corp. Little Ferry, New Jersey Business Address of Bidder CERTIFIED COPY OF RESOLUTION AUTHORIZING THE EXECUTION OF NON -COLLUSIVE BIDDING CERTIFICATION IN BEHALF OF CORPORATE BIDDER RESOLVED THAT Gates Construction Corp. Name of Corporation be authorized to sign and submit the bid or proposal of this corporation for the following project: "Improvements for the Cross Sound Ferry Services, Inc., Orient, New York," and to include in such bid or proposal the certificate as to non -collusion required by Section 103-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 the penalties of perjury. The foregoing copy is a true and correct copy of the resolution adopted by Gates Construction Corp. corporation at a,meeting of its Board of Directors held on the 30th day of November , 1984. Secretary [CORPORATE SEAL] Bid P-6 M BID BOND KNOW ALL MEN BY THESE PRESENTS, that a i:) -t, l�iaGRfin/C L- J A the undersi'�ned, T as Princip r, _as Surety, are hereby held and firmly bound unto t HE TOWP% tv ; Qc,=TN" ICN/v ;,F SCc%f/v� as Owner in the penal sum of P 766` A kQ41'17` S 1 � /,t/ dollars ($ ;'v' ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, suc,C�essors and assigns. Sealed with our seals, this `�j'� day of "1JECEM6 C 2 19 The condition of the above obligation is such that WHEREAS the Principal has submitted to%•r U:11) (30.4k� r,(: -f Z' a certain Bid, which -is hereby ciade a part hereof to enter into a contract i+ writing, for the AND WHEREAS, the principal intends to file as a substitute for the bid deposit which accompanied said bid this bond to guarantee that the principal will perform the agreement to execute a contract and to furnish such other bonds as may be required by the terms of the principal's bid. NOW, THEREFORE, the condition of this obligation is such that if the principal shall faithfully perform the agreements as contained in the said bid, then this obligation shall become null and void; otherwise it shall be in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. Bid Bond B-8 IN WITNESS, WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations hava caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. i Principal G.: C,, F _"1D_NT SEAL FDC _ L. l,'VSL2RMCC, (_VM(%4:'k X9E , By: (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS CORPORA ON) STATE OF } } ss.. COUNTY OF } On this day of , 19_, before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF New Jersey } } ss.. COUNTY OF Bergen } On this 7th day of December , 1984, before me personally came Pnb'o - G r,atAg to known, who being duly sworn, did depose and say that he resides in Little Ferry, New Jersey that he is the President of the Gates Construction Corp. 'the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. Notary Publiq NOTA".Y = ' L!C OF J,JZVd JERSEY Bid Bond B _9 MY cCM 11SSIC'1 EXPIRES JAN. 26, 1981,, I z s j z t'iF NEW 1 .;JET COi 1 Y OF SERGE f"' R. '.1._' _'"N, _ �_. ter - i= Clerk .t _ :r . B�re-n (and a. � Cle�k c` 'I, Cac• Cou:•t of E-roen Cat.nt , .ie sa:^e :.y a Cod: of Record of t:,e a_::e_aid Cou- h" n g by law 3 Sc 3i� V IIv''VIE V-IL,Ii+�IZ _ ' - - =. • __ DO HZRZ3Y CERTUY, That -�� -- Ee4p, whose name s subscribed to the attached cea-ff4cate of ackno�cled,;-�ent, proof or -=ldav°• - r -y at the time of takisaid acknowledgment, proof or ar:davit, a NOTARY PtiBLIC, duly cc missioned and sworn and residing In said State, and was, as such tiO:.sRY PUBLIC. an os of said State duly autho^i=ed by the lags thereof to trke and certify the same, as we?, take and certify the proof and acknowiedzment of das deeds for the conveyance of land, teaeras or hereditaments, and other iris:rs :.eats in writing to `e recorded In said State, and vtz- t said acknowledgment is duly executed and taken acc;,rding to the laws of sa7d State, and t2 full faltb and credit are and ought to be given to his orflctal acts; and I further certify L I am well a`quaL^ted with his handwriting and ve:�1y believe tie signature to the attath_ cer :Scate is his genu. _-e signature. _ And I do further cer._fy that the !repression of the seal of such NOTARY PUBLIC Is a: by the laws of this State to be 51ed_!n my office. } N WlV:. ''E55 1.VH ?SOF, I have hereunto set my hand and a?Lxed my O$It!ai seal th!s 9th 8- day of'-y— (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF a/cZy } ss.: COUNTY OF S } Ory)the?'1'4 day 19k� before me personally came CvN,4 t t> -- to me known, who being by me duly sworn, did depose and say that he resides in Cc /C'- that he is the 4TMa 1/' F -I 41 of the C 2Eezk -- /VC G �� Ie sw GT y) the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Bid Bond t-10 Notary I4NAc� NOTARY FUL"M C'; MyCommissic9 ;:>:;,;;cs _. %;, ICU`7 ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STATE OF/j/t�J 46-1 ss.: COUNTY OF 675S it X O his? -0 day of `D t --C6""6 &'Z 19 before me personally came ,4'1A C b T. a 4/0? )C-4 who, being by me duly sworn, did depose and say that he is an Attorney -in -Fact of the FEDERAL INSURANCE COMPANY, and knows the corporate seal thereof; that the seal affixed to said annexed instrument is such corporate seal, and was thereto affixed by authority of the Power of Attorney of said Company, of which a Certified Copy is hereto attached, and that he signed said In- strument as an Attorney -in -Fact of said Company by like authority. My Commission Expires Pini ..;: . Acknowledged and Sworned to before me on the date above written (Notary Public) Form 21-10.103 (Rev. 5.82) R-32735(SM) u ; . FEDERAL INSURANCE COMPANY ANNUAL STATEMENT -DECEMBER 31, 1983 IN THOUSANDS OF DOLLARS STATUTORY BASIS ASSETS United States Treasury Bonds.......... $ 178,070 United States Government Secured New Housing Bonds ................ 55,264 State and Municipal Bonds ............ 484,062 Other Bonds ........................ 18,475 Preferred Stocks ..................... 79,099 Common Stocks ..................... 206,324 Other Invested Assets ................ 4,224 Short Term Investments ............... 64,642 TOTAL INVESTMENTS ............. 1,090,160 Investment in Affiliates: LIABILITIES AND SURPLUS TO POLICYHOLDERS Outstanding Losses and Claims ........ $ 739,816 Unearned Premiums .................. 372,027 Funds Held under Reinsurance Treaties . 7,108 Non -Admitted Reinsurance ............ 29,219 Other Liabilities ...................... 120,143 TOTAL LIABILITIES ................ 1,268,313 Great Northern Insurance Co ......... 19,532 Pacific Indemnity Company .......... 73,751 Chubb Life Insurance Co ............ 47,903 Common Stock ...................... 13,987 Bellemead Development Corp ........ 83,846 Chubb Ins. Co. of Canada ........... 14,826 Paid -in Surplus ...................... 40,913 Other ............................ 18,013 Cash .............................. 5,347 Earned Surplus...................... 189,294 Net Premiums Receivable ............. 194,199 Reinsurance Recoverable on Paid Unrealized Appreciation of Investments .. 99,712 Losses ........................... 19,072 SURPLUS TO POLICYHOLDERS ..... 343,906 Other Assets ........................ 45,570 TOTAL ADMITTED ASSETS ......... $ 1,612,219 TOTAL ........................... $1,612,219 Investments are valued in accordance with requirements of the National Association of Insurance Commissioners. Investments valued at $29,474 are deposited with government authorities as required by law. A CORRECT STATEMENT: PRINTED Form 27-10-0073 (Rev. 484) P-41381 (50M) U S.A. POWER OF ATTORNEY Know all Men by these Presents, That the FEDERAL INSURANCE COMPANY, 15 Mountain View Road, Warren, New Jersey, a New Jersey Corpora- tion, has constituted and appointed, and does hereby constitute and appoint John F. Murray, Jr. , Vera G. Cardinale, Ronald J. Babich, Colleen Murray and Stephen Paternoster of Newark, New Jersey ------------------ each its true and lawful Attorney -in -Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes, to -wit: 1. Bonds and Undertakings filed in any suit, matter or.proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified in such Bond or Undertaking. 2. Surety bonds to the United States of America or any agency thereof, including those required or permitted under the laws or regulations relating to Customs or Internal Revenue; License and Permit Bonds or other indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds; Lease bonds, Workers' Compensa- tion bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public officials. 3. Bonds on behalf of contractors in connection with bids, proposals or contracts. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By -Laws, caused these presents to be signed by its Assistant Vice -President and Assistant Secretary and its corporate seal to be hereto affixed this lst day of January t9 811 Corporate STATE OF NEW JERSEY i SS. County of Somerset I FEDERAL INSUR CE COMPA Y By George McClellan Assistant Vlee-Pnsldent On this 1 S t day of January 19 84 , before me personally came Richard D. O'Connor to me known and by me known to be Assistant Secretary of the FEDERAL IN- SURANCE COMPANY, the corporation described in and which executed the foregoing Power of Attorney, and the said Richard D. O'Connor being by me duly sworn, did depose and say that he is Assistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto Mixed by authorityof the By -Laws of said Company, and that he signed said Power of Attorney as Assistant Secretary of said Company by like authority; and that he is acquainted with George McClellan and knows him to be the Assistant Vice -President of said Company, and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By -Laws and in deponent's presence. Notarial Seal ..HOTARy PUBLIC STATE OF NEW JERSF1" ' t SS. County of Somerset t Jnowled and Sworn to before me e to above written. tary Public CERTIFICATION 7ZPATRICIA RYA14 . NOTARY PHLIC OF NEW JERSEY".. My Commission Expires December 11, 1988 I, the undersigned, Assistant Secretary of the FEDERAL INSURANCE COMPANY, do hereby certify that the following is a true excerpt from the By -Laws of the said Company as adopted by its Board of Directors on March 11, 1953 and most recently amended March 11, 1963 and that this By -Law is in full force and effect. "ARTICLE XVIII. Section 2. All bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute, may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice -Chairman or the President or a Vice -President, jointly with the Secretary or an Assistant Secretary, under their respective designations, except that any one or more officers or attorneys -in -fact designated in any resolution of the Board of Directorsor the Executive Committee, or in any power of attorney executed as provided for in Section 3 below, may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the Vice -Chairman or the president or a Vice -President or an Assistant Vice-Preskient, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed." I further certify that said FEDERAL INSURANCE COMPANY is duly licensed to transact fidelity and surety business in each of the States of the United States of America, District of Columbia, puerto Rico, and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds, undertakings, etc., permitted or required by law. 1, the undersigned Assistant Secretary of FEDERAL INSURANCE COMPANY, do hereby certify that the foregoing Power of Attorney is in full force ,rand deeff�e�ctt. �(G Given under my hand and the seal of said Company at Warren, N.J., this 91 ` .ayof (y/ 1g v r Corporate Seal Assistant secretary PA TEO Form 21-10-0333(Ed.763)GENERAL UV PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the "Principal" and (hereinafter called the "Surety") are held and firmly bound to the (hereinafter called the "Owner") in the full and just sum of ($ Dollars good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds himself, his heirs, executors, administrators and assigns and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these present. WHEREAS, the Principal has entered into a certain written contract bearing date on the day of 19 , with the Owner for the a copy of which contract is annexed to and hereby made part of this bond as though herein set forth in full. NOW, THEREFORE, the conditions of this obligation are such that if the Principal, his or its representatives or assigns, shall well and faithfully comply with and perform all the terms, covenants and conditions of said Contract or his (their, its) part to be kept and per.fnrmed and all modifications, amendments, additions and alterations thereto that may hereafter be made, according to the true intent and meaning of said Contract, including repair and/or replacement of defective work and guarantees of maintenance for the periods stated in the Contract, and shall fully indemnify and save harmless the Owner from all cost and damage which it may suffer by reason of failure so to do, and shall fully reimburse and repay the Owner for all outlay and expense which the Owner may incur in making good any such default, and shall protect the said Owner against, and pay any and all amounts, damages, costs and judgements which may or shall be recovered against said Owner or its officers or agents or which the said Owner may be called upon to pay to any person or corporation by reason of any damages arising or growing out of the doing of said work, or the repair or maintenance thereof, or the manner of doing the same, or the neglect of the said Principal, or his (their, its) agents or servants, or the improper performance of the said work by the said Principal, or his (their, its) agents or servants, or the infringement of any patent or patent rights by reason of the use of any materials furnished or work done as aforesaid or otherwise, then this obligation shall be null and void, otherwise to remain in full force and effect; Performance Bond B_1 PROVIDED, HOWEVER, the Surety, for value received, hereby stipulates and agrees, if requested to do so by the Owner, to fully perform and complete the work mentioned and described in said contract, pursuant to the terms, conditions and covenants thereof, if for any cause the Principal fails or neglects to so fully perform and complete such work and the Surety further agrees to commence such work of completion within ten (10) calendar days after written notice thereof from the Owner and to complete such work within the time allowed the Principal in the Contract for the completion thereof; and further PROVIDED, HOWEVER, the Surety, for value received, for itself and its successors and assigns, hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by an extension of time, modification, omission, addition, or change in or to the said Contract or the work to be performed thereunder, or by any payment thereunder before the time required herein, or by any waiver of any provisions thereof, or by any assignment, subletting or other transfer of any work to be performed or any monies due or to become due thereunder; and said Surety does hereby waive notice of any and all such extensions, modifications, omissions, additions, changes, payments, waivers, assignments, subcontracts and transfers, and hereby expressly stipulates and agrees that any and all things done and omitted to be done by and in relation to assignees, subcontractors, and other transferees shall have the same effect as to said Surety as though done or omitted to be done by or in relation to said Principal. IN WITNESS WHEREOF, the Principal has hereunto set his (their, its) hand and seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of , 19 Principal By: (If Corporation add Seal and Attestation) Attest Secretary Surety Add Corporate Seal By: Attest Performance Bond B-2 (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF COUNTY OF On this day of 19 before me personally came 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. Notary Public (ACKNOWLEDGEMENT OF PRINCIPAL,.IF A CORPORATION) STATE OF i COUNTY OF } ss.. On this day of 19 before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. Notary Public Performance Bond B-3 (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF COUNTY OF On the day of personally came , 19 , before me to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the P the corporation described in and which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public Performance Bond B-4 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal") and hereinafter called the "Surety") and held and firmly bound to the hereinafter called the "Owner"), in the full and just sum of dollars ($ ) good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract bearing date on the day of , 19 _ , with the Owner for the a copy of which Contract is annexed to and hereby made a part of this Bond as though herein set forth in full; and WHEREAS, the Owner has required this Bond guaranteeing prompt payment of monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the work provided in such Contract; NOW, THEREFORE, the condition of the foregoing obligation is such that if the Principal shall promptly pay all monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the Contract, then this obligation shall be null and void, otherwise•to remain in full force and effect; PROVIDED, HOWEVER, that the said Surety for value received, hereby stipulates and agrees that no change, extension, alteration or addition to the terms of the said Contract or specifications accompanying the same, shall in any way affect its obligations under this Bond, and it does hereby waive notice of any such change, extension, alteration or addition, and further; PROVIDED, HOWEVER, that the place of trial of any action on this Bond shall be in the county in which the said Contract was to be performed, or if said Contract was to be performed in more than one county, then in any such county, and not elsewhere, and further; PROVIDED, HOWEVER, that this Bond shall be enforceable in accordance with the terms and provisions of the Connecticut General Statutes. Payment Bond B -S IN WITNESS WHEREOF, the Principal has hereunto set its hand and seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of , 19 Principal BY: (If CorpoVation add seal and attestation) ATTEST Secretary (Add Corporate Seal) Surety BY: ATTEST (ACKNOWLEDGEMENT BY PRINCIPAL_, UNLESS IT BE A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of , 19_, before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Payment Bond B-6 Notary Public (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF COUNTY OF On this day of 19 , before me personally came to me known, who being duly sworn, did depose and say that he resides in that he is the of the , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF COUNTY OF On the day of came Notary Public 19 , before me personally to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Payment Bond B-7 Notary Public . ` ,, RECEIVED ADDENDUN NO. 1 Lf+ 4 04 for CM* SOwbow IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. ORIENT, NEW YORK CONTRACT NO. 1 at ORIENT POINT TOWN OF SOUTHOLD, NEW YORK Prepared by: WARD ASSOCIATES,' P.C. Landscape Architects, Architects, Engineers 100 Arrival Avenue Ronkonkoma, New York 11779 (516) 588-2626 November 29, 1984 NOTICE TO ALL BIDDERS The following information is hereby issued and made part of the. Contract Documents. All Bidders are required to note the reception of this Document on the Bid Form and to submit their proposals, after considering the following changes in the Contract Documents. ADDENDUM NO. 1 - November 29, 1984 Page Two No Change SPECIFICATIONS SECTION FOUR Part 1 Page T-7. Remove 1.3-A-1 in its entirety. Part 2 2.1 Materials, Timber Piles - Page T-8, Change the third 'word "Red" to "Mixed," - change eight (8) inch minimum diameter tip to six (6) inch minimum diameter tip. Page T-9, A-1. Remove this sentence and replace with: "Timber piles shall be untreated". Part 2-B Page T-9. - Fender Timbers Remove all four lines and replace with: "Fender timbers shall be of untreated mixed oak 1300 F Grade." Part 2-C Page T-9 - Remove sentence. SECTION FIVE Part 1.3 Page T-11 Change ASTM A53 to ASTM A252 - Grade -2 A-1 Part 2.1B Page T-13 - Steel Pipe Change ASTM A53, Grade B to ASTM A252 - Grade -2 Page T-14 E - Structural Steel Paint Add: "Coal tar epoxy paint shall be applied to a dry film thickness of 16 mils." Page T-16 Add: New paragraph "k" _ (1) Steel piles shall be driven open ended. (2) Cap plates shall be wleded in place after driving. a• ' �•� 41984 ADDENDUN NO. 2 ;own Clark Souflxhd for IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. ORIENT, NEW YORK CONTRACT NO. 1 at ORIENT POINT TOWN OF SOUTHOLD, NEW YORK. Prepared by: WARD ASSOCIATES, P.C. Landscape Architects, Architects, Engineers 100 Arrival Avenue Ronkonkoma, New York 11779 (516) 588-2626 November 30, 1984 NOTICE TO ALL BIDDERS The following information is hereby issued and made part of the .Contract Documents. All Bidders are required to note the reception of this Document on the Bid Form and to submit their prpposals after considering the following changes in the Contract Documents. --w . ADDENDUM NO. 2 - November 30, 1984 Page Two SPECIFICATIONS SECTION FOUR Part 2.1 - A Timber Piles - Page T-8 Delete the last sentence referring to American Wood Preservers Institute. ADD: Piles can be unbarked. ADD: For timber length clarification use Mudline Elevation -20.0 for Type 1 Timber Piles; Mudline Elevation -25.0 for Type 2 Timber Piles and Dolphin "E" alternate Bid "B". DELETE THE FOLLOWING PAGES: SC -3; SC -4; SC -4A; and SC -6A SUBSTITUTE WITH: SC -3 Revised; SC -4 Revised; SC -4A Revised and SC -6A Revised SC -18 Equal Opportunity Add New Paragraph 18 18.1 Policies of Employment: The Contractor shall maintain policies of employment as follows: 18.1.1 The Contractor and all Subcontractors shall not discriminate against any employee or applicant for employment because of race, religion, color, sex, or national origin. The Contractor shall take affirmative action to insure that applicants are employed, and that employees are treated during employment, without regard to their race, religion, color, sex or national origin. Such action shall include, but not be limited to the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay—off or termination; rates of pay or other forms of compensation; and selection for training including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the policies of nondiscrimination. 18.1.2 The Contractor and all Subcontractors shall, in all solicitations or advertisements for employees placed by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard to race, religion, color, sex or national origin. 18.1.3 The Conditions of Appendix "B" indexed as SC -27 will apply. SC -19 Waiver of Immunity - Add New Paragraph 19 19.1 The Contractor hereby agrees to the provisions of Section 103.a of the New York State General Municipal Law which requires that upon the refusal by the person, when called before a grand jury or the organized crime task force in the Department of Law to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or with any department, agency or official of the State or of any political subdivision thereof or of a public authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract. a. Such person, and any firm, partnership or corporation of which he is a member, partner, director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any Municipal Corporation or fire district or any public department, agency or official thereof, for goods, work or services, for a period of five years after such refusal; and b. Any and all contracts made with any Municipal Corporation or any public department, agency or official thereof, since July 1, 1959, or with any fire district or any agency or official thereof on or after the first day of September 1960, by such person, and by any firm, partnership or corporation of which he is a member, partner, director, or officer may be cancelled or terminated by SC -3 REVISED the Municipal Corporation or fire district without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the Municipal Corporation or fire district for goods delivered or work done prior to the cancellation or termination shall be paid. SC -20 Additional Insurance Add New Paragraph 20 20.1 The Contractor shall have the following additional insurance coverage: A. Protective Liability Insurance issued to and covering the liability of the Town, the State, the Commissioner and all employees or other representatives of each of them, both officially and personally with respect to all operations under this Agreement, including omissions and supervisory acts of the Town, the State, the Commissioner and their employees or other representatives. B. Liability insurance issued to and covering the liability of each of the Contractor's sub -contractors with respect to all work performed by said sub -contractors under this Agreement. (With the some limits as set forth in SC5.3.2 through 6). C. 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 sub -contractors. D. Protective liability insurance issued to and covering the liability of the Town and all employees of the Town, both officially and personally, with respect to all operations under this Agreement by the Contractor or by his sub -contractor, including omissions and supervisory acts of the Town employees. SC -21 Additional Labor Law Requirement Add New Paragraph 21 21.1 The following shall be incorporated into the Contract: Appendix A - Prevailing Wage Rates SC -22 Operation of Ferry Service Add New Paragraph 22 22.1 During the entire period of construction, Cross Sound Ferry Services will be operating regular scheduled service between New London, Ct. and Orient, NY. The Contractor shall not interfere with this service. All work is to be coordinated with Mr. John P. Wronowski or his designee to provide access for all scheduled vessels. In no case shall a ferry be delayed or access be not available. The Contractor is to submit at the Preconstruction Conference a schedule of construction for approval by the Owner, which schedule shall include any sequencing of operations. SC -4 REVISED SC -23 Photographs Add New Paragraph 23 2 3,1 The Contractor shall provide the Onwer with 8" x 10" color photographs of the work site before, during and after construction in order to document the original condition, the progress of construction and the completed Project. A maximum of24 such photographs shall be provided at the time final payment is requested by the Contractor. SC -2 4 Damage . Add New Paragraph 24 24.1 It is anticipated that the Ferry operations can be isolated from the Dolphin construction project. Details will be coordinated at the Preconstruction Meeting prior to construction. If the project facilities are damaged during construction by any cause whatsoever prior to final acceptance, i"he following criteria will apply: A. Any and all Dolphins which are not completed and accepted by the Owner will be repaired and/or replaced by the Contractor at his expense. B. As each individual Dolphin is completed, it will be inspected and accepted or rejected by the Owner. If the Dolphin is accepted, any subsequent damages and repair of same will be the responsibility of Cross Sound Ferry, Inc. SC -4A REVISED QONR 335d•3 (8182) Vill. In accordance with Section 220-f of the Labor Law and Section 139-h of the State Finance Law and the regulations of the Comptroller of the State of New York promulgated thereunder, the contractor agrees, as a material condition of the contract A. That neither the contractor nor any substantially owned or affiliated person, firm, partnership or corportation has par- ticipated, is participating, or shall participate in an international boycot in violation of the provisions of the United States Export Administration Act of 1969, as amended, or the Export Administration Act of 1979, as amended, or the regulations of. the United States Department of Commerce promulgated thereunder; 11. nai if the contractor or any substantially owned or affiliated person, firm, partnership or corporation has [well wonviwtwd or subjected to a final determination by lite United Slutes Department of Commerce or any other appropriate agency of the United States of a violation of the United States Export Administration Act of 1969, as amended, or the Export Administration Act of 1979, as amended, or the regulations of the United States Department of Commerce promulgated thereunder, the contractor shall notify the Comptroller of such conviction or determination in the manner prescribed by the Comptroller's regulations. SC -6A REVISED 0 t FERRY TERMINAL DOLPHINS #8413A PLANS AND SPECS SENT TO THE FOLLOWING CONTRACTORS: Chesterfield Assoc. David Whelan Marine Browne & bryan Lumber Rambo, James H. BB&S Treated Lumber George Rogers/Bob Makena Blakeslee-Arpaia-Chapman L.B. Foster Co. Costello Marine Melrose Marine Walen City Dredge & Dock Gates Construction i o�oc��FFo(,�`oli OFJFICE O RVISOR TO F Q� LD FRANCIS J. MURPHY TELEPHONE SUPERVISOR (516) 765-1800 MAIN ROAD (516) 765-1939 SOUTHOLD, L.I., N.Y. 11971 April '30, -1985 John Falotico, P.E. N.Y.S. Dept. of Transportation Veterans Memorial Highway Hauppauge, New York 11788 Re: P.I.N. 0950.31.301 Orient Point Ferry Dolphins Contract 11984--1 Job No. 8413A Dear Mr. Falotico: I am in receipt of a letter from Cross Sound Ferry Services, Inc. whereby they have accepted the above captioned project and it also meets the approval of the Town of Southold. I would recommend that final payment be made. A copy of Cross Sound Ferry Services, Inc. letter dated April 25, 1985 is enclosed herewith. Very truly y9urs S cc: R. Woodard, Ward Associates HIM th � J yom4ac ye,�, JW,C. 2 FERRY STREET • P.O. BOX 33 • NEW LONDON, CONNECTICUT 06320-0033 • (203) 443-7394 April 25, 1985 New York State Department of Transportation Veteran's Memorial Highway Hauppauge, NY 11788 Attention Mr. John Falotico. P.E., Suffolk County Construction Supervisor In re: PIN 0950--31--301 Orient Point Ferry -- Dolphins Contract 1984--1 Gentlemen: An inspection has been made on the above reference project and meets our approval, and it is recommended that the final payment be made on the project. Sincerely, Richard MacMurray, Vice President of Finance Cross Sound Ferry Services, Inc. cc Mr Frank Murphy, Supervisor, Town of Southold cc Mr. Randall Woodard, P.E., Ward Associates FRANCIS J. MURPHY SUPERVISOR o��FFo��o OFFICE Ep. RVISOR TU'6, LD MAIN ROAD SOUTHOLD, L.I., N.Y. 11971 April 29, 1985 Mr.John Falotico, P.E. New York State Department of Transportation Veterans Memorial Highway Hauppauge, NY 11787 Dear Mr. Falotico: TELEPHONE (516) 765-1800 (516)765-1939 Re: P.I.N. 0950.31.301 Orient Point Ferry Dolphins Contract 1984-1 - Job No. 8413A I am in receipt of a letter from Ward Associates in reference to the above. The project is complete and meets the approval of the Town of Southold. I would like to recommend that final payment be made. Thank you for your coorporation in this matter. Sincerely yours, is J. Murphy visor FJM:jmr WARD ASSOCIATES, P. Cr■ Landscape Architects, Architects, Engineers April 25, 1985 r APR 261985 TOWN OF %OUTHOLD Frank J. Murphy, Supervisor Town of Southold Town Hall Main Road Southold, New York 11971 Re: P.I.N. 0950.31.301 Orient Point Ferry Dolphins Contract 1984-1 -Job No. 8413A Dear Frank: The work on the above referenced contract was completed on April 18, 1985. The work is in compliance with the contract requirements and it is recommended that final payment be made on this project. Cross Sound Ferry Services, Inc., is sending their approval directly to N.Y.S. D.O.T. with a copy to you. Please forward a letter stating that the project meets the approval of the Town of Southold and that final payment is recommended. This letter should be addressed to the New York State Department of Transportation, Att: John Falotico, P.E., Suffolk County Construction Supervisor. If you have any questions, please do not hesitate to call. Very truly yours, V,J,u Randall Woodard, P.E. RW:ks LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 • 69 EAST AVENUE, NORWALK, CT. 06851 (203) 853-3833 WARD ASSDCIATESs P. C. Landscape Architects, Architects, Engineers April 8, 1985 Town of Southold Town Board '�i,t 1 d `,'„5 5305 Main Road Southold, New York 11971 Tawn Cleric Southold Re: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Dolphin Construction Payment Requisition #1 Gentlemen: This is to notify you that George W. Rogers Construction Corporation of New York, in accordance with their contract, have completed a portion of the above -captioned project, and are entitled to payment for the following work: Item No. 1 - Demolition 40% Item No. 2 - 19 -Pile Cluster - 2 each Item No. 3 - 37 -Pile Cluster - 1 each Change Order No. 1 (Bolting) 40% Approximate Percentage of Project Completed - Total Contract Change Order No. 1 Total Work to Date Less 5% Sub -total Less Previous Payment Amount due this Period $ 10,168.00 92,000.00 62,000.00 3,440.00 $167,608.00 56.6% $287,420.00 8,600.00 $296,020.00 $167,608.00 8,380.40 $159,227.60 -0- $159, 227.60 The Contractor's Requisition #1 and Town Claim Forms are enclosed. Thank you for your attention. Ve truly yours, andall Woodard, P.E. RW:am Enclosure cc: Supervisor Frank Murphy LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 9 69 EAST AVENUE, NORWALK, CT. 06851 (203) 853-3833 . ., WARD ASSOCIATES, P.C. April 8, 1985 SPR 101085 Town Clerk Southold Southold Town Board Town of Southold Main Road Southold, New York 11971 Re: P.I.N. 0950.31.301 Orient Point Ferry Contract 1984-1 - Job #8413A Dolphin Construction Payment Requisition No. 1 Gentlemen: Landscape Architects, Architects, Engineers Enclosed are four (4) copies of Municipal Corporation Application for Payment for FIN 190-1B and 2B. These should be signed by Supervisor Murphy and forwarded to the State in triplicate. Please attach the contractor's Requisition #1 also. One copy is for your records. Send to the attention of John A. Falotico, P.E., Suffolk County Construction Supervisor. The engineering costs will be applied for on a separate requisition. If you have any questions, please do not hesitate to call. Thank you for your attention. 4Vve truly yours, Randall Woodard, P.E. RW:am Enclosures P.S. Please fill in Employer I.D. # where indicated on forms. LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 MDR WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 0 69 EAST AVENUE, NORWALK, CT. 06851 (203) 853.3833 rFIN 190.1b (10/71) AC 5033 Approved State Comptroller . STATE OF NEW YORK Comptroller's DEPARTMENT OF TRANSPORTATION Number MUNICIPAL CORPORATION APPLICATION FOR PAYMENT Certificate Number PAYEE (Name and Address and Zip Code) Town of Southold Main Road Southold, New York 11971 Payee -Employer Identification No. Org. Code A00 State Number Federal Number GRANT AGREEMENT Max. State Amount 100% Max. Federal Amount FINANCIAL STATEMENT COST OF WORK PERFORMED TO April 1, 1985 ( Date) 1. Total Expended $ 167,608.00 2. Less non -participating 3. Eligible Cost 4. Less Federal Share 5. Project Cost 6• %9�/v of Project Cost 7. State Share a09S% 100 8. Total prior requests 9. Amount requested a $ 167, 608.00 E $ 167, 608.00 s - 159,227.60 $ 159,227.60 $ -- $ 159,227.60 In accordance with the provisions of the Grant Agreement, the Municipal Corporation appliesfor payment as follows: DESCRIPTION A ELIGIBLE COST INCURRED B FEDERAL SHARE C PROJECT COST (A - B) D PRIOR PROJECT COSTS E CURRENT PROJECT COSTS (C - D) 95%F 7JORo OF CURRENT COSTS* G STATE FUNDS REQUESTED 1JUf F.) EQUIPMENT LAND CONSTRUCTION $167,608.00 -- $1671608.00 0.00 $1671608.00 $159,227.60 $159,227.60 ENGINEERING ADMINISTRATION TOTALS $ 167,608.00 i$ ---- Is 167,608.00 $ 0.00 $167,608.00 $159,227.60 1059,227.60 *DO NOT USE COLUMN F. WHEN REQUESTING FINAL PAYMENT FOR THE PROJECT. CERTIFICATION OF MUNICIPAL CORPORATION I certify that according to my knowledge and belief all items and amounts shown on the face of this application for payment are correct, all work has been performed and/or all materials supplied; that the contractors who have performed work on this project have complied witall of jig provisions of Section � 220 of the New York State Labor Law and that affidavits to that effect covering the payroll period through April , 199S are on file in my office; that the foregoing is a true and correct statement of the project account up to and including the last day of the period covered by this appli- cation. Date Signature Frank Murphy Title Supervisor NEW YORK STATE -USE Deduct Ineligible Items per Schedule Attached $ Approved Amount $ DEVELOPMENT DIVISION CERTIFICATION — DEPT. OF TRANSPORTATION APPROVED AS TO FUNDS AVAILABLE AUDITS & ACCOUNTS BUREAU - DEPT. OF TRANSPORTATION To the best of my knowledge and belief, this claim is correct and just, and is approved for payment Date By Date By PROJECT NUMBER REQUEST PAYMENT State Number Interim Dept. of Transp. ; Voucher Number Federal Date Semi -Final Final Comptroller's Copy WARD ASSOCIATES, P.C. Landscape Architects, Architects, Engineers Long Island MacArthur Airport 100 Arrival Avenue RONKONKOMA, NEW YORK 11779 (516) 588-2626 TO Town of Southold RECEI ID Main Road JAN 1-405 Southold, NY Town Clo,ii, smah.Id WE ARE SENDING YOU Q Attached ❑ Under separate cover via_ ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ RJEUTEIN W UQQUSEDTUQU DATE 1-14-85 'OB NO, 8413C ATTENTION Supervisor Murphy RE: Improvements for the Cross Sound Ferry Services, Inc. For your use ❑ Approved as noted ❑ the following items: ❑ Samples ❑ Specifications COPIES DATE NO. DESCRIPTION Iginal 4 copies Conformed Contract THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 REMARKS ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO SIGNED: Richard G. Ward BID PROJECT IDENTIFICATION: "Improvements for the Cross Sound Ferry Services, Inc. Orient, New York" CONTRACT IDENTIFICATION AND NUMBER: THIS BID IS SUBMITTED TO: OWNER: Town of Southold Southold Town Hall Southold, New York Contract No. 1984-1 Southold Town Clerk Southold Town Hall Main Road Southold, New York and The State of New York 1. The undersigned BIDDER proposes and agrees,'if this Bid is accepted, to enter into an Agreement with OWNER to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in this Bid and in accordance wih the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Bid will remain open for 45 days after the day of Bid opening. BIDDER will sign an Agreement and submit the Contract Security and other documents required by the Contract Documents within fi-fteen days after the date of OWNER'S Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined copies of all the Contract Documents and of the following addenda: Date:November 29, 1984 Number: 1 November 30, 1984 " 2 (receipt of which is hereby acknowledged) and also copies of the Advertisement or Invitation to Bid and the,Instructions to Bidders. (b) BIDDER has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as BIDDER deems necessary; Bid P-1 (c) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or a corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for himself any advantage over any other Bidder or over OWNER; and 4. BIDDER will complete the Work for the following price: BASE BID: TWO HUNDRED EIGHTY-SEVEN THOUSAND, LUMP SUM CONTRACT PRICE: FOUR HUNDRED TWENTY DOLLARS (In Words $ 287,420.00 In Figures) ALTERNATIVE BID A: FOUR HUNDRED SEVENTY-FOUR THOUSAND LUMP SUM CONTRACT PRICE: SEVEN HUNDRED DOLLARS In Words $ 474,700.00 In Figures) ALTERNATIVE BID B: THREE HUNDRED TWENTY-FOUR THOUSAND, LUMP SUM CONTRACT PRICE: NINE HUNDRED EIGHTY DOLLARS In Words $ 324,980.00 In Figures) ALTERNATIVE BID C: FIVE HUNDRED THIRTY-SEVEN THOUSAND, LUMP SUM CONTRACT PRICE: SEVENTY-FIVE DOLLARS In Words $ 537,075.00 In Figures) 5. BIDDER agrees that the Work will be substantially completed within 10 calendar days after the date when the Contract Time commences to run, and completed within 09 calendar days after the date when the Contract Time commences to run. /'i'o BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time. 6. The following document is attached to and made a condition of this Bid: (a) Required Bid Security in the form of 5% of the Base Bid. 7. Communications concerning this Bid shall be addressed to: The address of bidder indicated below. Bid P-2 8. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. SUBMITTED on December 7 , 1984 If BIDDER is: An Individual By (SEAL) (Individual's Name Doing business as Business address: Phone No.: A Partnership By (SEAL) (Firm Name General Partner Business Address: Phone No.: Bid P-3 A Corporation By CM, $s Rogers Construction Corporatioq (Corporation Name New York - 1926 (State of Incorporation By J. J. Lennon (Name of Person Authorized to Sign Executive Vice President Title (Corporate Seal) Attest (Secretary Business Address: 33 Rector Street New York, New York 10006 Phone No.: 2121344-8800 A Joint Venture By (Name) (Address) By . (Name) Address (Each joint venturer must sign.) The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above. Bid P-4 NON -COLLUSIVE BIDDING CERTIFICATE By submission of this bid or proposal, the BIDDER certifies that: (a) This bid or proposal has been independently arrived at without collusion with any other bidder or with any competitor or potential competitor; (b) This bid or proposal has not been knowingly disclosed and will not be knowingly disclosed, prior to the opening of bids or proposals for this project, to any other bidder, competitor or potential competitor; (c) No attempt has been or will be made to induce any other person, partnership or corporation to submit or not to submit a bid or proposal; (d) The person signing this bid or proposal certifies that he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the BIDDER as well as to the person signing in its behalf; (e) That attached hereto (if a corporate bidder) is a certified copy of a resolution authorizing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. DATED: 0 r, 33 Rector St-rce -j, -e— c 1000(; Business Address of Bidder Bid P-5 CERTIFIED COPY OF RESOLUTION AUTHORIZING THE EXECUTION OF NON -COLLUSIVE BIDDING CERTIFICATION IN BEHALF OF CORPORATE BIDDER RESOLVED THAT fto_.- g. $oors Construction Corporation Name of Corporation be authorized to sign and submit the bid or proposal of this corporation for the following project: "Improvements for the Cross Sound Ferry Services, Inc., Orient, New York," and to include in such bid or proposal the certificate as to non -collusion required by Section 103-d of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or misstatements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing copy is a true and correct copy of the resolution adopted by Geo. W. Rogers Construction corporation at a meeting of its Board of Directors held on the 2nd day of Man , 1984• Secretary CORPORATE SEAL] Bid P-6 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that hereinafter called the "Principal" and (hereinafter called the "Surety") are held and firmly bound to the (hereinafter called the "Owner") in the full and just sum of ($ Dollars good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds himself, his heirs, executors, administrators and assigns and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these present. WHEREAS, the Principal has entered into a certain written contract bearing date on the day of 19 with the Owner for the ' a copy or which contract is annexed to and hereby made part of this bond as though herein set forth in full. NOW, THEREFORE, the conditions of this obligation are such that if the Principal, his or its representatives or assigns, shall well and faithfully comply with and perform all the terms, covenants and conditions of said Contract or his (their, its) part to be kept and performed and all modifications, amendments, additions and alterations thereto that may hereafter be made, according to the true intent and meaning of said Contract, including repair and/or replacement of defective work and guarantees of maintenance for the periods stated in the Contract, and shall fully indemnify and save harmless the Owner from all cost and damage which it may suffer by reason of failure so to do, and shall fully reimburse and repay the Owner for all outlay and expense which the Owner may incur in making good any such default, and shall protect the said Owner against, and pay any and all amounts, damages, costs and judgements which may or shall be recovered against said Owner or its officers or agents or which the said Owner may be called upon to pay to any person or corporation by reason of any damages arising or growing out of the doing of said work, or the repair or maintenance thereof, or the manner of doing the same, or the neglect of the said Principal, or his (their, its) agents or servants, or the improper performance of the said work by the said Principal, or his (their, its) agents or servants, or the infringement of any patent or patent rights by reason of the use of any materials furnished or work done as aforesaid or otherwise, then this obligation shall be null and void, otherwise to remain in full force and effect; Performance Bond B_1 PROVIDED, HOWEVER, the Surety, for value received, hereby stipulates and agrees, if requested to do so by the Owner, to fully perform and complete the work mentioned and described in said contract, pursuant to the terms, conditions and covenants thereof, if for any cause the Principal fails or neglects to so fully perform and complete such work and the Surety further agrees to commence such work of completion within ten (10) calendar days after written notice thereof from the Owner and to complete such work within the time allowed the Principal in the Contract for the completion thereof; and further PROVIDED, HOWEVER, the Surety, for value received, for itself and its successors and assigns, hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by an extension of time, modification, omission, addition, or change in or to the said Contract or the work to be performed thereunder, or by any payment thereunder before the time required herein, or by any waiver of any provisions thereof, or by any assignment, subletting or other transfer of any work to be performed or any monies due or to become due thereunder; and said Surety does hereby waive notice of any and all such extensions, modifications, omissions, additions, changes, payments, waivers, assignments, subcontracts and transfers, and hereby expressly stipulates and agrees that any and all things done and omitted to be done by and in relation to assignees, subcontractors, and other transferees shall have the same effect as to said Surety as though done or omitted to be done by or in relation to said Principal. IN WITNESS WHEREOF, the Principal has hereunto set his (their, its) hand and seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of , 19 (If Corporation add Seal and Attestation) Add Corporate Seal Performance Bond B_2 Principal By: Attest Secretary Surety By: Attest (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF COUNTY OF On this day of 19 before me personally came 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. Notary Public (ACKNOWLEDGEMENT OF PRINCIPAL, IF A CORPORATION) STATE OF } } ss.: COUNTY OF } On this day of 19 before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; =hat it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. Notary Public Performance Bond B-3 (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF } } ss.. COUNTY OF 1 On the day of 19 , before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the the corporation described in and which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public Performance Bond B-4 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the Principal") and hereinafter called the "Surety") and held and firmly bound to the hereinafter called the "Owner"), in the full and just sum of dollars ($ ) good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract bearing date on the day of , 19 _ , with the Owner for the a copy of which Contract is annexed to and hereby made a part of this Bond as though herein set forth in full; and WHEREAS, the Owner has required this Bond guaranteeing prompt payment of monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the work provided in such Contract; NOW, THEREFORE, the condition of the foregoing obligation is such that if the Principal shall promptly pay all monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the Contract, then this obligation shall be null and void, otherwise to remain in full force and effect; PROVIDED, HOWEVER, that the said Surety for value received, hereby stipulates and agrees that no change, extension, alteration or addition to the terms of the said Contract or specifications accompanying the same, shall in any way affect its obligations under this Bond, and it does hereby waive notice of any such change, extension, alteration or addition, and further; PROVIDED, HOWEVER, that the place of trial of any.action on this Bond shall be in the county in which the said Contract was to be performed, or if said Contract was to be performed in more than one county, then in any such county, and not elsewhere, and further; PROVIDED, HOWEVER, that.this Bond shall be enforceable in accordance with the terms and provisions of the Connecticut General Statutes. Payment Bond B-5 IN WITNESS WHEREOF, the Principal has hereunto set its hand and seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of , 19 Principal BY: (If Corporation add seal and attestation) ATTEST Secretary (Add Corporate Seal) Surety BY: ATTEST (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.: COUNTY OF } On this day of 19_, before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public Payment Bond B-6 (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF } } ss.: COUNTY OF } On this day of , 19 , before me personally came to me known, who being duly sworn, did depose and say that he resides in _ that he is the of the , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF COUNTY OF Notary Public On the day of , 19 , before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public Payment Bond B-7 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned, Geo. W. Rogers Construction Corporation 33 Rector Street, New York, N. Y. 10006 as Principal, and SEABOARD SURETY COMPANY as Surety, are hereby held and firmly bound unto Town of Southold, Rew York and The State of New York as Owner in the penal sum of FIVE PERCENT of Amount Bid. dollars ($5% ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, successors and assigns. Sealed with our seals, this 3rd day of December 1984. The condition of the above obligation is such that WHEREAS the of New York Principal has submitted to Town of Southold, New York and The State a certain Bid, which is hereby made a part hereof to enter into a contract in writing, for the Improvements for the Cross Sound Ferry Services Inc. Orient, New York, Contract No. 1984-1. AND WHEREAS, the principal intends to file as a substitute for the bid deposit which accompanied said bid this bond to guarantee that the principal will perform the agreement to execute a contract and to furnish such other bonds as may be required by the terms of the principal's bid. NOW, THEREFORE, the condition of this obligation is such that if the principal shall faithfully perform the agreements as contained in the said bid, then this obligation shall become null and void; otherwise it shall be in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. Bid Bond B-8 IN WITNESS, WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Geo. W. Rogers Construction Corporation BY: .(JC ( L . S. ) Principal l"eit SEAL SEABOARD SURETY COMPANY Suret BY: Ric ai d H. Lewis, ttorney-in-Fact (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of 19 , before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public (ACKNOWLEDGEMENT ,B/Y PRINCIPAL, IF A CORPORATION) STATE OF &,QV r 6,e } } ss.: COUNTY OF N4V Vec } On this day of DEC- � � �5� 19_, before me personally came - 0 _`E *t ; to known, who beingduly sworn, did depose and say that he resides indL/Dlt;7 ee'4 . that he is the of the the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. Notary 60b1i !f Bid Bond B -9 9 (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF New York COUNTY OF New York On the 3rd day of December 19 84 before me personally cameRichard H. Lewis to me known, who being by me duly sworn, did depose and say that he resides in East Brunswick, New Jersey that he is the Attorney -in -Fact of the SEABOARD SURETY COMPANY , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public PAULA MORELLO NOTARY PUBLIC STATE OF NEIN YORK No. 41-4532244 Qu31P ied in Queens County Certified in N.-;%, York County Commission Expires March 30, 19...R Bid Bond b-10 SEABOARD SURETY COMPANY HOME OFFICE: NEW YORK, N.Y. FINANCIAL STATEMENT—DECEMBER 31, 1983 ASSETS LIABILITIES *StocksandBonds .......... $91,371,319.13 Reserve for Unearned Premiums ... Cash in Office & Banks ....... (181,184.88) Claim Reserves .................. Accrued Interest&Dividends . 2,471,496.48 Other Reserves .................. Outstanding Premiums ...... 2,243,972.50 Capital Stock ................... Accounts Receivable ........ 2,888,343.34 Surplus ........................ Total Admitted Assets ..... $98,793,946.57 * Bonds and stocks are valued on basis approved by National Association of Insurance Commissioners. Securities carred at $5,806,187.00 in the above statement are deposited for the purpose required by law. STATE OF NEW YORK ss.: COUNTY OF NEW YORK $24,248,986.45 15,248,268.00 7,815,672.85 2,500,000.00 48,981,019.27 Total Liabilities ............... $98,793,946.57 I, G. F. THOMPSON, President of SEABOARD SURETY COMPANY, do hereby certify that the foregoing is a full, true and correct copy of the Financial Statement of said Company, as of December 31, 1983. IN WITNESS WHEREOF, I have signed this statement at New York, New York, this.... 3rd ,day of December 84 ......................................... .19........ Revised Form 157 Certified Copy SEABOARD SURM COMPANY D 5 791 � No. 1281 New York, New York �� POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That SEABOARD SURETY COMPANY, a corporation of the State of New York, has made, constituted and appointed and by these presents does make, constitute and appoint Mic hael B. Keegan, Thomas F. Johnston, Richard H. Lewis, Dorene Hartley, Matthew J. Dobrowolski, III, Peter T. Duffv, Paula Morello of New York, New York its true and lawful Attorney -in -Fact, to make, execute and deliver on its behalf insurance policies, surety bonds, undertakings and other instruments of similar nature as follows: Without Limitations Such insurance policies, surety bonds, undertakings and instruments for said purposes, when duly executed by the aforesaid Attorney -in -Fact, shall be binding upon the said Company as fully and to the same extent as if signed by the duly authoriZed officers of the Company and sealed with its corporate seal; and all the acts of said Attorney -in -Fact, pursuant to the authority hereby given, are hereby ratified and confirmed. This appointment is made pursuant to the following By -Laws which were duly adopted by the Board of Directors of the said Company on December 8th, 1927, with Amendments to and including January 15, 1982 and are still in full force and effect: ARTICLE VII, SECTION 1. "Policies, bonds, recognizances, stipulations, consents of surety, underwriting undertakings and instruments relating thereto. Insurance policies, bonds, recognizances, stipulations, consents of surety and underwriting undertakings of the Company, and releases, agreements and other writings relating in any way thereto or to any claim or loss thereunder, shall be signed in the name and on behalf of the Company (a) by the Chairman of the Board, the President, a Vice -President ora Resident Vice -President and by the Secretary, an Assistant Secretary, a Resident Secretary or a Resident Assistant Secretary, or (b) by an Attorney -in -Fact for the Company appointed and authorized by the Chairman of the Board, the President or a Vice -President to make such signature. or (c) by such other officers or representatives as the Board may from time to time determine. The seal of the Company shall if appropriate be affixed thereto by any such officer, Attorney -in -Fact or representative." IN WITNESS WHEREOF, SEABOARD SURETY COMPANY has caused these presents to be signed by one of its Vice - Presidents, and its corporate seal to be hereunto affixed and duly attested by one of its Assistant Secretaries, this .-.8th -_ day of ----- - August- -- 198-4 �.s,r�Elr * �� Attest: SEABO9 SURETY COMPANY 1927 d r * t y \' (Seal .- r .� j - -- .... - ... - .. ...... Assi nt Secr r Vice -President STATE OF NEW YOR COUNTY OF NEW Y K ss.: On this _--..$-th.. --- - -_- day of ---- -. ugus.t---- ---------- .-_------ ----------- .--- ---.---- --.-- , 19-_8.4 ---, before me personally appeared r'hcma-s._P.._-Gorke.--. ____-__._-_._---------- ------------------ -------- a Vice -President of SEABOARD SURETY COMPANY, vv;th whom I am personally acquainted, who, being by me duly sworn, said that he resides in the State of ....New- .J-er-sey; :hat he is a Vice -President of SEABOARD SURETY COMPANY, the corporation described in and which executed the foregoing instrument; that he knows the corporate seal of the said Company; that the seal affixed to said instrument is such corporate seal; that it was so affixed by order of the Board gi,DifecgtvAi0t �i¢�mpany; and that he signed his name thereto as Vice -President of said Com authority. SA` « State 3' New Ja �3 41-90f Seal) trOTARY w ol_inlifoedlh n Ne, York cciuntY �� Certif'�cate ; , arch 3u, t986 zwi � .✓- -�-- k \ PU9LIC * Comrnisslon txptre� --- Notary Public C E R T I F I C A T E I. the d�fs �sistant Secretary of SEABOARD SURETY COMPANY do hereby certify that the original Power of Attorney of which the foregoing is a iul,. true and co copy, is in full force and effect on the date of this Certificate and I do furthercertify that the Vice -President who executed the said Power of Ar;omey was one of the Officers authorized by the Board of Directors to appoint an attorney-in-fact as provided in Article VII, Section 1 of the By -Laws, of SEABOARD SURETY COMPANY. This Certificate may be signed and sealed by facsimile under and by authority of the following resolution of the Executive Committee of the Boaro of ectors of SEABOARD SURETY COMPANY at a meeting duly called and held on the 25th day of March 1970. "RESOLVED (2) That the use of a printed facsimile of the corporate seal of the Company and of the signature of an Assistant Secretary on any certrf,cation of the correctness of a copy of an instrument executed by the President or a Vice -President pursuant to Article VII, Section 1, of the By -Laws aDDc nLng and authorizing an attorney-in-fact to sign in the name and on behalf of the Company surety bonds, underwriting undertakings or other struments described in said Article VII, Section 1, with like effect as if such seal and such signature had been manually affixed and made, hereby is :,_Ihonzed and approved.' IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of the Company to the presents this 3rd da December � - -. y of ..- ... -._. _._.... - .19...84..- _ -C �_ `` ' Assistant Sec, ,ary SEABOARD SURETY MPMY Home Office: New York, N. Y. The within Bond is hereby approved as to Form and sufficiency of the Surety this day of 19 i SEABOARD SURETY MPMY Home Office: New York, N. Y. The within Bond is hereby approved as to Form and sufficiency of the Surety this day of 19 r s BID PROJECT IDENTIFICATION: "Improvements for the Cross Sound Ferry Services, Inc. Orient, New York" CONTRACT IDENTIFICATION AND NUMBER: Contract No. 1984-1 THIS BID IS SUBMITTED TO: Southold Town Clerk Southold Town Hall Main Road Southold, New York OWNER: Town of Southold Southold Town Hall Southold, New York and The State of New York 1. The undersigned BIDDER proposes and agrees,'if this Bid is accepted, to enter into an Agreement with OWNER to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in -this Bid and in accordance wih the Contract Documents. 2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid Security. This Bid will remain open for 45 days after the day of Bid opening. BIDDER will sign an Agreement and submit the Contract Security and other documents required by the Contract Documents within fifteen days after the date of OWNER'S Notice of Award. 3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that: (a) BIDDER has examined copies of all the Contract Documents and of the following addenda: Date: 11/29/84 Number: 1 11/30/84 2 (receipt of which is hereby acknowledged) and also copies of the Advertisement or Invitation to Bid and theilnstructions to Bidders. (b) BIDDER has examined the site and locality where the Work is to be performed, the legal requirements (federal, state and local laws, ordinances, rules and regulations) and the conditions affecting cost, progress or performance of the Work and has made such independent investigations as BIDDER deems necessary; Bid P-1 • I f (c) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; BIDDER has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or a corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for himself any advantage over any other Bidder or over OWNER; and 4. BIDDER will complete the Work for the following price: BASE BID: LUMP SUM CONTRACT PRICE•• Two Hundred Ninety Eight Thousand Dollars (In Words $ 298,000.00 In Figures) ALTERNATIVE BID A: LUMP SUM CONTRACT PRICE•• Four Hundred Ninety Six Thousand Dollars In Words $ 496,000.00 In Figures) ALTERNATIVE BID B: LUMP SUM CONTRACT PRICE: Three Hundred Forty One Thousand Dollars In Words $ 341,000.00 In Figures) ALTERNATIVE BID C: LUMP SUM CONTRACT PRICE: Five Hundred Sixty Five Thousand Dollars In Words $ 565,000.00 In Figures) 5. BIDDER agrees that the Work will be substantially completed within 40calendar days after the date when the Contract Time commences to run, and completed within 40,Falendar days after the date when the Contract Time commences to run. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the work on time. 6. The following document is attached to and made a condition of this Bid: Bid (a) Required Bid Security in the form of 5% of the Base Bid. 7. Communications concerning this Bid shall be addressed to: The address of bidder indicated below. P-2 I 8. The terms used in this Bid which are defined in the General Conditions of the Construction Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions. SUBMITTED on December 7 , 1984 If BIDDER is: An Individual By (SEAL) (Individual's Name Doing business as Business address: Phone No.: A Partnership By (SEAL) (Firm Name Bid Business Address: Phone No.: General Partner P-3 A Corporation By Gates Construction Corp. (Corporation Name New Jersey " 1 (State of Incorporation By (Name of Person Authorized to Sign Robert S. Gates President Title (Corporate Seal) Attest Walter Gates (Secretary Business Address: 208 rat G Road Phone No.: 201-342-4660 A Joint Venture By (Name) (Address) By (Name) Address (Each joint venturer must sign.) The manner of signing for each individual, partnership, and corporation that is a_party to the joint venture should be in the manner indicated above. Bid P-4 NON -COLLUSIVE BIDDING CERTIFICATE By submission of this bid or proposal, the BIDDER certifies that: (a) This bid or proposal has been independently arrived at without collusion with any other bidder or with any competitor or potential competitor; (b) This bid or proposal has not been knowingly disclosed and will not be knowingly disclosed, prior to the opening of bids or proposals for this project, to any other bidder, competitor or potential competitor; (c) No attempt has been or will be made to induce any other person, partnership or corporation to submit or not to submit a bid or proposal; (d) The person signing this bid or proposal certifies that he has fully informed himself regarding the accuracy of the statements contained in this certification, and under the penalties of perjury, affirms the truth thereof, such penalties being applicable to the BIDDER as well as to the person signing in its behalf; (e) That attached hereto (if a corporate bidder) is a certified copy of a resolution authorizing the execution of this certificate by the signator of this bid or proposal in behalf of the corporate bidder. DATED: December 7, 1984 Signatureof�Bi der Gates Construction Corp. Little Ferry, New Jersey Business Address of Bidder Bid P-5 CERTIFIED COPY OF RESOLUTION AUTHORIZING THE EXECUTION OF NON -COLLUSIVE BIDDING CERTIFICATION IN BEHALF OF CORPORATE BIDDER RESOLVED THAT Gates Construction Corp. Name of Corporation be authorized to sign and submit the bid or proposal of this corporation for the following project: "Improvements for the Cross Sound Ferry Services, Inc., Orient, New York," and to include in such bid or proposal the certificate as to non -collusion required by Section 103-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 the penalties of perjury. The foregoing copy is a true and correct copy of the resolution adopted by Gates Construction Corp. corporation at a'meeting of its Board of Directors held on the 30th days of [CORPORATE SEAL] Bid P-6 Secretary November , 198-4. BID BOND KNOW ALL MEN BY THESE PRESENTS, that YL' A?0VA/ 1-4 l A Nub the undersi ned, as Princip , as Surety, are hereby held and f irmly bound unto [- F=ThI.' jZt(,J 04 D as Owner in the penal sum of X?r d1P7T t 'd4w ` 7275 ,?V dollars ($ V% ) for the payment of which, well and truly to be made, we hereby jointly and severally bind ourselves, our heirs, executors, administrators, suessors and assigns. Sealed with our seals, this Trbday of ✓106/46 �/L , i 9. The condition of the above obligation is such that WHEREAS the Principal has submitted toIC jCl14 OQ41Z6 CG JkC Ve/.f,,SO4" ti�0 b% a certain Bid, which -is hereby qiade a part hereof to enter into a �,�, �r=rL4�iC^ contract i writing, for the1i�(/'/ �_ME/v)s aC1_,,� C(,,SS SS:uti`� FC AND WHEREAS, the principal intends to file as a substitute for the bid deposit which accompanied said bid this bond to guarantee that the principal will perform the agreement to execute a contract and to furnish such other bonds as may be required by the terms of the principal's bid. NOW, THEREFORE, the condition of this obligation is such that if the principal shall faithfully perform the agreements as contained in the said bid, then this obligation shall become null and void; otherwise it shall be in full force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this obligation as herein stated. The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and its bond shall be in no way impaired or affected by any extension of the time within which the Owner may accept such Bid; and said Surety does hereby waive notice of any such extension. Bid Bond B-8 IN WITNESS, WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are corporations have,- caused avecaused their corporate seals to be hereto affixed and these presents to be signed by their proper officers, the day and year first set forth above. Principal k -6�.,T ;. G ; [_;, F E�iDENr� SEAL Sur t BY: �1 fir` .�' - A4'` (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS A CORPORA N) STATE OF } } ss.: COUNTY OF } On this day of 19 , before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF New Jersey COUNTY OF Bergen On this 7th day of December 1984, before me personally came gnbpy - g ratPg to me known, who being duly sworn, did depose and say that he resides in Little Ferry, New Jersey that he is the President of the Gates Construction Corp. , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. Notary Public ,r INEW JERSEY Bid Bond B _9 My a ,iSSICi! EkPIRES JAN. 26, 1987 i... I�loduu i ,l.nJ 1dnJ i. tlil inti, tl J 6Viu.LP,. d.n „u., � —. 1 9.4I .J... il� r,i fan �...�.. .. ..n.... _..'� 'i 4 LCAR.�L R. `;A:'v"ih, Cterk of the County of Bergen (and also Clark of fhe Cod• �Al OF "INE ' JERSEY Court- Bergi~f�1 Gbiztity, the wine being a Cour-6 of Record of the aforesaid Cpfu;7 � COU OF BERGEN #ss• having Sy ►aw a segs) V �E _V3LL x DO iY 4EliTIF Y. That - ;'" " whose name yt �#u}>:seiibed to the attached certificate of acknowiedirment. Proof or affldavi*_ a at the "tfa�t of taking said acknowtadgns4ntj .proof or airldavit, a NOTARY PUBLIC. 'duly as r s F misstoned'aad sworn and residing in'satd Sia#e, and was, as such NOTARY PUBLIC, an - of said state duly authorized by the laws thereof to teke and certify the same as wee as take and certify the proof and acknowiedgment of deeds for the conveyance of land, tene e- 4 _ or hereditaments, and other instruments in writing to be recorded in said State, and that t:: r t said acknowledgment is duly executed and taken according to the laws of said State, and tk w full faith and credit are and ought to be given to his odlctal acts; and t further certify t` 7.2 , � _" i am well ac with his handwriting and verily believe the signature 20 the, attac*_ ` h ^ .. ti 4, certificate. Is bas genuine signature. And t do further certify that the impression of the seal of such NOTARY PL'BL:C is ac ' required by the laws of this State to be filed in my oillca. IN WITNESS WHEREOF. I hate hereunto set my hand and affixed my oHiew, seal this 9th Paagust84 day of x a D» !4w By:---. (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF A/✓ tV JIf9St ° } } ss.: COUNTY OF S } 0� the 71.1 day 10before me personally came L A,,,j Gb -JF- to melknown, who be' by me duly sworn, did depose and say that he resides in A/6 -WAS,-, A/- that he is the 'r�(L iVE�'-1e"J - r"q of the Ci C2At Ny" ZAPICE , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. ,�ti��u Notary Iu Ac NOTARY F_:C 1, r MY Commiss:C', Bid Bond 5-10 ACKNOWLEDGMENT OF ANNEXED INSTRUMENT STATE O%N J� n-� CY 1 ss.: COUNTY OF 0P Ohis 7 -0 day of Vt-66,11 u EZ 19 �, before me personally came wA T' 6 413 1C who, being by me duly swdrn, did depose and say that he is an Attorney -in -Fact of the FEDERAL INSURANCE COMPANY, and knows the corporate seal thereof; that the seal affixed to said annexed instrument is such corporate seal, and was thereto affixed by authority of the Power of Attorney of said Company, of which a Certified Copy is hereto attached, and that he signed said In- strument as an Attorney -in -Fact of said Company by like authority. Acknowledged and Sworned to before me on the date above written My Commission Expires (Notary Public) Form 21-10.103(Rev.5-82) pP N1EO R -32735(5M) u. . FEDERAL INSURANCE COMPANY ANNUAL STATEMENT -DECEMBER 31, 1983 IN THOUSANDS OF DOLLARS STATUTORY BASIS Investments are valued in accordance with requirements of the National Association of Insurance Commissioners. Investments valued at $29,474 are deposited with government authorities as required by law. A CORRECT STATEMENT: Form 27-10-0073 (Rev. 4.84) P-41361 (50M) PRISJED LIABILITIES AND ASSETS SURPLUS TO POLICYHOLDERS United States Treasury Bonds.......... $ 178,070 Outstanding Losses and Claims ........ $ 739,816 United States Government Secured New Housing Bonds ................ 55,264 Unearned Premiums.................. 372,027 State and Municipal Bonds ............ 484,062 Funds Held under Reinsurance Treaties 7,108 Other Bonds ........................ 18,475 Preferred Stocks ..................... 79,099 Non -Admitted Reinsurance ............ 29,219 Common Stocks ..................... 206,324 Other Invested Assets ................ 4,224 Other Liabilities...................... 120,143 Short Term Investments ............... 64,642 TOTAL INVESTMENTS ............. 1,090,160 TOTAL LIABILITIES ................ 1,268,313 Investment in Affiliates: Great Northern Insurance Cc......... 19,532 Pacific Indemnity Company .......... 73,751 Chubb Life Insurance Co ............ 47,903 Bellemead Development Corp ........ 83,846 Common Stock ...................... 13,987 Chubb Ins. Co. of Canada ........... 14,826 Paid -in Surplus ...................... 40,913 Other ............................ 18,013 Cash .............................. 5,347 Earned Surplus...................... 189,294 Net Premiums Receivable ............. 194,199 Reinsurance Recoverable on Paid Unrealized Appreciation of Investments .. 99,712 Losses ........................... 19,072 SURPLUS TO POLICYHOLDERS 343.906 Other Assets ........................ 45,570 ..... TOTAL ADMITTED ASSETS ......... $ 1,612,219 TOTAL ........................... $ 1,612,219 Investments are valued in accordance with requirements of the National Association of Insurance Commissioners. Investments valued at $29,474 are deposited with government authorities as required by law. A CORRECT STATEMENT: Form 27-10-0073 (Rev. 4.84) P-41361 (50M) PRISJED POWER OF ATTORNEY Know all Men by these Presents, That the FEDERAL INSURANCE COMPANY, 15 Mountain View Road, Warren, New Jersey, a New Jersey Corpora- tion, has constituted and appointed, and does hereby constitute and appoint John F. Murray, Jr. , Vera G. Cardinale, Ronald J. Babich, Colleen :Murray and Stephen Paternoster of Newark, New Jersey ------------------ each its true and lawful Attorney -in -Fact to execute under such designation in its name and to affix its corporate seal to and deliver for and on its behalf as surety thereon or otherwise, bonds of any of the following classes, to -wit: 1. Bonds and Undertakings filed in any suit, matter or,proceeding in any Court, or filed with any Sheriff or Magistrate, for the doing or not doing of anything specified in such Bond or Undertaking. 2. Surety bonds to the United States of America or any agency thereof, including those required or permitted under the laws or regulations relating to Customs or Internal Revenue; License and Permit Bonds or other indemnity bonds under the laws, ordinances or regulations of any State, City, Town, Village, Board or other body or organization, public or private; bonds to Transportation Companies, Lost Instrument bonds; Lease bonds, Workers' Compensa- tion bonds, Miscellaneous Surety bonds and bonds on behalf of Notaries Public, Sheriffs, Deputy Sheriffs and similar public officials. 3. Bonds on behalf of contractors in connection with bids, proposals or contracts. In Witness Whereof, the said FEDERAL INSURANCE COMPANY has, pursuant to its By -Laws, caused these presents to be signed by Its Assistant Vice -President and Assistant Secretary and its corporate seal to be hereto affixed this lst day of January 19 84 Corporate STATE OF NEW JERSEY l County of Somerset J ss. FEDERAL INSUR ICE COMPA Y By George McClellan Assistant Vloe-Preeldent On this l s t day of January 19 84 , before me personally came Richard D. O'Connor to me known and by me known to be Assistant Secretary Of the FEDERAL IN- SURANCE COMPANY, the corporation described in and which executed the foregoing Power of Attorney, and the said Richard D. O'Connor being by me duly sworn, did depose and say that he is Assistant Secretary of the FEDERAL INSURANCE COMPANY and knows the corporate seal thereof; that the seal affixed to the foregoing Power of Attorney is such corporate seal and was thereto affixed by authority of the By -Laws of said Company, and that he signed said Power of Attorney as Assistant Secretary of said Company by tike authority; and that he is acquainted with George McClellan and knows him to be the Assistant Vice -President of said Company, and that the signature of said George McClellan subscribed to said Power of Attorney is in the genuine handwriting of said George McClellan and was thereto subscribed by authority of said By -Laws and in deponent's presence. Notarial Seal NOTARY PUBLIC STATE OF NEW JERS9O"­- SS. County of Somerset nowt and Sworn o before e to above written. tary Public CERTIFICATION PATRICIA RYAN . -- NOTARY PU13tIC OF NEW JERSEY My Commission Expires December 11, 1988 I, the undersigned, Assistant Secretary of the FEDERAL INSURANCE COMPANY, do hereby certify that the following is a true excerpt from the By -Laws of the said Company as adopted by its Board of Diroatars on March 11, 1953 and most recently amended March 11, 1983 and that this By -Law is in full force and effect. "ARTICLE XVIII. Section 2. All bonds, undertakings, contracts and other instruments other than as above for and on behalf of the Company which it is authorized by law or its charter to execute, may and shall be executed in the name and on behalf of the Company either by the Chairman or the Vice -Chairman or the President or a Vice -President, jointly with the Secretary or an Assistant Secretary, under their respective designations, except that any one or more officers or attorneys -in -fact designated in any resolution of the Board of Directors or the Executive Committee, or in any power of attorney executed as provided for in Section 3 below, may execute any such bond, undertaking or other obligation as provided in such resolution or power of attorney. Section 3. All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the vice-chairman or the President or a Vice -President or an Assistant V ice -President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, primed or lithographed." I further certify that said FEDERAL INSURANCE COMPANY is duty licensed to transact fidelity and surety business in oath of the Slates of the United States of America. District of Columbia, Puerto Rioo, and each of the Provinces of Canada with the exception of Prince Edward Island; and is also duly licensed to become sole surety on bonds, undertakings, etc., permitted or required by law. I, the undersigned Assistant Secretary of FEDERAL INSURANCE COMPANY, do%hereby certify that the foregoing Power of Attorney is in full force andMefffectcgt. Given under my hand and the seal of said Company at Warren, N.J., this �" ` nay of ✓ 6- ('v t 19 v Corporate Seal �gRAN�•cF • C+ A.elt.nt secreury W, y.• A, •ti y�wJERs�y PRI TED Form 21.10.0333(Ed. 7-83) GENERAL U..A. PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that hereinafter called the "Principal" and (hereinafter called the "Surety") are held and firmly bound to the (hereinafter called the "Owner") in the full and just sum of Dollars ($ ) good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds himself, his heirs, executors, administrators and assigns and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these present. WHEREAS, the Principal has entered into a certain written contract bearing date on the day of 19 , with the Owner for the a copy of which contract is annexed to and hereby made part of this bond as though herein set forth in full. NOW, THEREFORE, the conditions of this obligation are such that if the Principal, his or its representatives or assigns, shall well and faithfully comply with and perform all the terms, covenants and conditions of said Contract or his (their, its) part to be kept and performed and all modifications, amendments, additions and alterations thereto that may hereafter be made, according to the true intent and meaning of said Contract, including repair and/or replacement of defective work and guarantees of maintenance for the periods stated in the Contract, and shall fully indemnify and save harmless the Owner from all cost and damage which it may suffer by reason of failure so to do, and shall fully reimburse and repay the Owner for all outlay and expense which the Owner may incur in making good any such default, and shall protect the said Owner against, and pay any and all amounts, damages, costs and judgements which may or shall be recovered against said Owner or its officers or agents or which the said Owner may be called upon to pay to any person or corporation by reason of any damages arising or growing out of the doing of said work, or the repair or maintenance thereof, or the manner of doing the same, or the neglect of the said Principal, or his (their, its) agents or servants, or the improper performance of the said work by the said Principal, or his (their, its) agents or servants, or the infringement of any patent or patent rights by reason of the use of any materials furnished or work done as aforesaid or otherwise, then this obligation shall be null and void, otherwise to remain in full force and effect; Performance Bond B-1 PROVIDED, HOWEVER, the Surety, for value received, hereby stipulates and agrees, if requested to do so by the Owner, to fully perform and complete the work mentioned and described in said contract, pursuant to the terms, conditions and covenants thereof, if for any cause the Principal fails or neglects to so fully perform and complete such work and the Surety further agrees to commence such work of completion within ten (10) calendar days after written notice thereof from the Owner and to complete such work within the time allowed the Principal in the Contract for the completion thereof; and further PROVIDED, HOWEVER, the Surety, for value received, for itself and its successors and assigns, hereby stipulates and agrees that the obligation of said Surety and its bond shall be in no way impaired or affected by an extension of time, modification, omission, addition, or change in or to the said Contract or the work to be performed thereunder, or by any payment thereunder before the time required herein, or by any waiver of any provisions thereof, or by any assignment, subletting or other transfer of any work to be performed or any monies due or to become due thereunder; and said Surety does hereby waive notice of any and all such extensions, modifications, omissions, additions, changes, payments, waivers, assignments, subcontracts and transfers, and hereby expressly stipulates and agrees that any and all things done and omitted to be done by and in relation to assignees, subcontractors, and other transferees shall have the same effect as to said Surety as though done or omitted to be done by or in relation to said Principal. IN WITNESS WHEREOF, the Principal its) hand and seal and the Surety has signed by its seal to be hereunto affixed this 19 (If Corporation add Seal and Attestation) Add Corporate Seal Performance Bond B-2 has hereunto set his (their, caused this instrument to be , and its corporate day of Principal By: Attest Secretary Surety By: Attest (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of 19 before me personally came 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. Notary Public (ACKNOWLEDGEMENT OF PRINCIPAL, IF A CORPORATION) STATE OF } } ss.: COUNTY OF } On this day of 19 before me personally came to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order. Notary Public Performance Bond B-3 (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF COUNTY OF On the day of personally came , 19 , before me to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in and which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation, and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public Performance Bond B-4 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, that (hereinafter called the 'Principal") and hereinafter called the "Surety") and held and firmly bound to the hereinafter called the "Owner"), in the full and just sum of dollars ($ ) good and lawful money of the United States of America, for the payment of which sum of money, well and truly to be made and done, the Principal binds itself, its heirs, executors, administrators, successors and assigns, and the Surety binds itself, its successors and assigns, jointly and severally, firmly by these presents: WHEREAS, the Principal has entered into a certain written contract bearing date on the day of , 19 _ , with the Owner for the a copy of which Contract is annexed to and hereby made a part of this Bond as though herein set forth in full; and WHEREAS, the Owner has required this Bond guaranteeing prompt payment of monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the work provided in such Contract; NOW, THEREFORE, the condition of the foregoing obligation is such that if the Principal shall promptly pay all monies due to all persons furnishing the Principal or any Subcontractor of the Principal with labor or materials in the prosecution of the Contract, then this obligation shall be null and void, otherwise -to remain in full force and effect; PROVIDED, HOWEVER, that the said Surety for value received, hereby stipulates and agrees that no change, extension, alteration or addition to the terms of the said Contract or specifications accompanying the same, shall in any way affect its obligations under this Bond, and it does hereby waive notice of any such change, extension, alteration or addition, and further; PROVIDED, HOWEVER, that the place of trial of any action on this Bond shall be in the county in which the said Contract was to be performed, or if said Contract was to be performed in more than one county, then in any such county, and not elsewhere, and further; PROVIDED, HOWEVER, that this Bond shall be enforceable in accordance with the terms and provisions of the Connecticut General Statutes. Payment Bond B-5 0 IN WITNESS WHEREOF, the Principal has hereunto set its hand and seal and the Surety has caused this instrument to be signed by its and its corporate seal to be hereunto affixed this day of , 19 Principal BY: (If Corporation add seal and attestation) ATTEST Secretary (Add Corporate Seal) Surety BY: ATTEST (ACKNOWLEDGEMENT BY PRINCIPAL, UNLESS IT BE A CORPORATION) STATE OF } } ss.: COUNTY OF } On this day of , 19_, before me personally came to me known and known to me to be the person(s) described in and who executed the foregoing instrument and acknowledge that he executed the same. Notary Public Payment Bond B-6 (ACKNOWLEDGEMENT BY PRINCIPAL, IF A CORPORATION) STATE OF } } ss.. COUNTY OF } On this day of , 19 , before me personally came to me known, who being duly sworn, did depose and say that he resides in of the that he is the , the corporation described in and which executed the foregoing instrument; that he knew the seal of said corporation; that the seal affixed to said instrument was such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. Notary Public (ACKNOWLEDGEMENT BY SURETY COMPANY) STATE OF } } ss.. COUNTY OF } On the day of came , 19_, before me personally to me known, who being by me duly sworn, did depose and say that he resides in that he is the of the , the corporation described in which executed the within instrument; that he knows the seal of said corporation; that the seal affixed to said instrument is such corporate seal; that it was so affixed by the order of the Board of Directors of said corporation and that he signed his name thereto by like order; and that the liabilities of said company do not exceed its assets as ascertained in the manner provided by the laws of the State of Connecticut. Notary Public Payment Bond B-7 - Site Work & Bldg. Foundagion, Contract #1985- ),AT E: Au ust1 1985. � =NG/ARCH. % W.A.P.C. ESTIMATE $ DESCRIPTION OF ITEM TOTAL OR QUANTITY 1 2 3 4 5 6 7 fl 9 10 Bid Security Receipt of Addendum #1 BASE BID TOTAL ADD ALT. #1 Clearing & Excavation ADD ALT #2 Sub -base Course ADD ALT 413 Topsoil , ADD ALT #4 Timber Guide Rail ADD ALT #5 Chain Link Fence ADD ALT #6 Paint Roadway & Parkins Lines YOUR POLICY IS ENCLOSED Date 12/19/85 Kind of Insurance: Owners Protective Liability Company and Policy No.: Excelsior G1P 3096570 Stetler Bros Contracting Corp. Contract 1985-1, Thank you for the opportunity of serving you. Cross Sound Ferry Services In the event of loss or if there is any change in the conditions existing at the time policy was written, please notify us at once. We are in business to serve and protect your interests. Town of Southold RNCWW Town Hall TO 53095 Main Rd. Southold, NY 11971 DEC 2 L Twn Cl" iwfh* I MARSH & MU NY, INC. 7 WESTCHE R DRIVE ROCKY POINT, NEW YORK 11778 Phone: 516 - 744-9700 - r AG;SH & MUCLANY, INC. 7 Westchester e / Pocky Point, New : _,: 11778 (516) 7 ' 700 Excelsior Insurance Nationale Nederlanden U.S. Group` Peerless Insurance Company • Excelsior Insurance Company • The Netherlands Insurance Company The company agrees with the insured, named in the declarations made a part hereof, in consideration of the payment of the premium and in reliance upon the statements in the declarations and subject to the limits of insurance, exclusions, conditions and other terms of this policy: SUPPLEMENTARY PAYMENTS The company will pay, in addition to theapplicable limitof liability (a) all expenses incurred by the company, all costs taxes against the insured in any suit defended by the company and all interest on the entire amount of any judgment therein which accrues after entry of the judgment and before the company has paid or tendered or deposited in court that part of the judgment which does not exceed the company's liability thereon; (b) premiums on appeal bonds required in any such suit, premiums on bonds to release attachments in any such suit for an amount not in excess of the applicable limit of liability of this policy, and the cost of bail bonds required of the insured because of accident or traffic law violation arising out of the use of any vehicle to which this policy applies, not to exceed $250 per bail bond, but the company shall have no obligation to apply for or furnish any such bonds; (c) expenses incurred by the insured for first aid to others at the time of an accident, for bodily injury to which this policy applies; (d) reasonable expenses incurred by the insured at the company's request in assisting the company in the investigation or defense of any claim or suit, including actual loss of earnings not to exceed $25 per day. DEFINITIONS When used in this policy (including endorsements forming a part hereof): "automobile" means a land motor vehicle, trailer or semitrailer designed for travel on public roads (including any machinery or apparatus attached thereto), but does not include mobile equipment; "bodily injury" means bodily injury, sickness or disease sustained by any person which occurs during the policy period, including death at any time resulting therefrom; 'collapse hazard" includes "structural property damage" as defined herein and property damage to any other property at any time result- ing therefrom. "Structural property damage" means the collaspe of or structural injury to any building or structure due to (1) grading of land, excavating, borrowing, filling, back -filling, tunnelling, pile driving, cofferdam work or caisson work or (2) moving, shoring, underpinning, raising or demolition of any building or structure or removal or rebuilding of any structural support thereof. The collaspe hazard does not include porperty damage (1) arising out of operations performed for the named insured by independent contractors, or (2) included within the completed operations hazard or the underground property damage hazard, or (3) for which liability is assumed by the insured under an incidential contract; "completed operations hazard" includes bodily injury and property damage arising out of operations or reliance upon a representation or warranty made at any time with respect thereto, but only if the bodily injury or property damage occurs after such operations have been completed or abandoned and occurs away from premises owned by or rented to the named insured. "Operations" include materials, parts or equipment furnished in connection therewith. Operations shall be deemed completed at the earliest of the following times: °1) when all operations to be performed by or on behalf of the named insured under the contract have been completed. (2) when all operations to be performed by or on behalf of the named insured at the site of the operations have been completed, or (3) when the portion of the work out of which the injury or damage arises has been put to its intended use by any person or organi- zation other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. Operations which may require further service or maintenance work, or correction, repair or replacement because of any defector defi- ciency, but which are otherwise complete, shall be deemed completed. The completed operations hazard does not include bodily injury or property damage arising out of; (a) operations in connection with transportation of property, unless the bodily injury or property damage arises out of a condition in or on a vehicle created by the loading or unloading thereof, (b) the existence of tools, uninstalled equipment or abandoned or unused materials, or (c) operations for which the the classification stated in the policy or in the company's manual specifies "including completed operations"; "elevator" means any hoisting or lowering device to connect floors or landings, whether or not in service, and all appliances thereof including any car, platform, shaft, hoistway, stairway, runway, power equipment and machinery; but does not include an automobile servicing hoist, or a hoist without a platform outside a building if without mechanical power or if not attached to building walls, or a hod or material hoist used in alteration, construction or demolition operations, or an inclined conveyor used exclusively for carrying property or a dumbwaiter used exclusively for carrying property and having a compartment height not exceeding four feet; "explosion hazard" includes property damage arising out of blasting or explosion. The explosion hazard does not include property damage (1) arising out of the explosion of air or steam vessels, piping under pressure, prime movers, machinery or power transmitting equip- ment, or (2) arising out of operations performed for the named insured by independent contractors, or (3) included within the completed oper- ations hazard or the underground porperty damage hazard, or (4) for which liability is assumed by the insured under an incidental contract; "incidental contract" means any written (1) lease of premises, (2) easement agreement, except in connection with construction or demolition operations on or adjacent to a railroad, (3) undertaking to indemnify a municipality required by municipal ordinance, except in connection with work for the municipality, (4) sidetrack agreement, or (5) elevator maintenance agreement; "insured" means any person or organization qualifying as an insured in the "Persons Insured" provision of the applicable insurance coverage. The insurance afforded applies separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the company's liability; "mobile equipment" means a land vehicle (including any machinery or apparatus attached thereto), whether or not self propelled, (1) not subject to motor vehicle registration, or (2) maintained for use exclu- sively on premises owned by or rented to the named insured, including the ways immediately adjoining, or (3) designed for use principally off public roads, or (4) designed or maintained for the sole purpose of affording mobility to equipment of the following types forming an integral part of or permanently attached to such vehicle: power cranes, shovels, loaders, diggers and drills; concrete mixers (other than the mix -in -transit type) graders, scrapers, rollers and other road construction or repair equipment; air compressors, pumps and generators, including spraying, welding and building cleaning equip- ment; and geophysical exploration and well servicing equipment; "named insured" means the person or organization named in Item 1. of the declarations of this policy; "named insured's products" means goods or products manu- factured, sold, handled or distributed by the named insured or by others trading under his name including any container thereof (other than a vehicle), but "named insured's products" shall not include a vending machine or any property other than such container, rented to or located for use of others but not sold; "occurrence" means an accident, including continuous or repeated exposure to conditions, which results in bodily injury orproperty dam- age neither expected nor intended from the standpoint of the insured; "policy territory" means: (1) the United States of America, its territories or possessions, or Canada, or (2) international waters or air space, provided the bodily injury or property damage does not occur in the course of travel or trans- portation to or from any other country, state or nation, or (3) anywhere in the world with respect to damages because of bodily injury or property damage arising out of a product which was sold for use or consumption within the territory described in paragraph (1) above, provided the original suit for such damages is brought with such territory; "product hazard" includes bodily injury and property damage arising out of the named insured's products or reliance upon a repre- sentation or warranty made at any time with respect thereto, but only if the bodily injury°or property damage occurs away from the premises owned by or rented to the named insured and after physical possession of such products has been relinquished to others; "property damage" means (1 ) physical injury to or destruction of tangible property which occurs during the policy period, including the loss of use thereof at any time resulting therefrom, or (2) loss of use of tangible property which has not been physically injured or des- troyed provided such loss of use is caused by an occurrence during the policy period; "underground property damage hazard" includes underground property damage as defined herein and property damage to any other property at any time resulting therefrom. "Underground property damage" means property damage to wires, conduits, pipes, mains, sewers, tanks, tunnels, any similar property, and any apparatus in connection therewith, beneath the surface of the ground or water, caused by and occurring during the use of mechanical equipment for the purpose of grading land, paving, excavating, drilling, borrowing, filling, back -filling or pile driving. The underground property damage hazard does not include property damage (1) arising out of operations performed for the named insured by independent contractors, or (2) included within the completed operations hazard, or (3) for which liability is assumed by the insured under an incident contract. CONDITIONS 1. Premium. All premiums for this policy shall be computed in accordance with the company's rules, rates, rating plans, premiums and minimum premiums applicable to the insurance afforded herein. Premium designated in this policy as "advance premium" is a deposit premium only which shall be credited to the amount of the earned premium due at the end of the policy period. At the close of each period (or part thereof terminating with the end of the policy period) designated in the declarations as the audit period the earned premium shall be computed for such period and, upon notice thereof to the named insured, shall become due and payable. If the total earned premium for the policy period is less than the premium pre- viously paid, the company shall return to the named insured the unearned portion paid by the named insured. The named insured shall maintain records of such information as is necessary for premium computation, and shall send copies of such records to the company at the end of the policy period and at such times during the policy period as the company may direct. 2. Inspection and Audit. The company shall be permitted but not obligated to inspect the named insured's property and operations at any time. Neither the company's right to make inspections nor the making thereof nor any report thereon shall constitute an undertaking, on behalf of or for the benefit of the named insured or others, to determine or warrant that such property or operations are safe or healthful, or are in compliance with any law, rule or regulation. The company may examine and audit the named insured's books and records at any time during the policy period and extensions thereof and within three years after the final termination of this policy, as far as they relate to the subject matter of this insurance. 3. Financial Responsibility Laws. When this policy is certified as proof of financial responsibility for the future under the provisions of any motor vehicle financial responsibility law, such insurance as is afforded by this policy for bodily injury liability or for property damage liability shall comply with the provisions of such law to the extent of the coverage and limits of liability required by such law. The insured agrees to reimburse the company for any payment made by the company which it would not have been obligated to make under the terms of this policy except for the agreement contained in this paragraph. 4. Insured's Duties in the Event of Occurrence, Claim or Suit. (a) In the event of an occurrence, written notice containing particu- lars sufficient to identify the insured and also reasonably obtain- able information with respect to the time, place and circumstances thereof, and the names and addresses of the injured and of available witnesses, shall be given by or for the insured to the company or any of its authorized agents as soon as practicable. (b) If claim is made or suit is brought against the insured, the insured shall immediately forward to the company every demand, notice, summons, or other process received by him or his representative. (c)The insured shall cooperate with the company and, upon the company's request, assist in making settlements, in the conduct of suits and in enforcing any right of contribution or indemnity against any person or organization who may be liable to the insured because of injury or damage with respect to which insurance is afforded under this policy; and the insured shall attend hearings and trials and assist in securing and giving evidence and obtaining the attendance of witnesses. The insured shall not, except at his own cost, voluntarily make any payment, assume any obligation or incur any expense other than for first aid to others at the time of accident. 5. Action Against Company. No action shall lie against the company unless, as a condition precedent thereto, there shall have been full compliance with all of the terms of this policy, nor until the amount of the insured's obligation to pay shall have been finally determined either by judgment against the insured after actual trial or by written agreement of the insured, the claimant and the company. Any person or organization or the legal representative thereof who has secured such judgment or written agreement shall thereafter be entitled to recover under this policy to the extent of the insurance afforded by this policy. No person or organization shall have any right under this policy to join the company as a party to any action against the insured to determine the insured's liability, nor shall the company be impleaded by the insured or his legal representative. Bankruptcy or insolvency of the insured's or the insured's estate shall not relieve the company of any of its obligations hereunder. 6. Other Insurance. The insurance afforded by this policy is primary insurance, except when stated to apply in excess of or contingent upon the absence of other insurance. When this insurance is primary and the insured has other insurance which is stated to be applicable to the loss on an excess or contingent basis, the amount of the company's liability under this policy shall not be reduced by the existence of such otherinsurance. When both this insurance and other insurance apply to the loss on the same basis, whether primary, excess or contingent, the company shall not be liable under this policy for a greater proportion of the loss than that stated in the applicable contribution provision below: (a)Contribution by Equal Shares. If all of such other valid and collectible insurance provides for contribution by equal shares, the company shall not be liable for a greater proportion of such loss than would be payable if each insurer contributes an equal share until the share of each insurer equals the lowest applicable limit of liability under any one policy or the full amount of the loss is paid, and with respect to any amount of loss not so paid the remaining insurers then continue to contribute equal shares of the remaining amount of the loss until each such insurer has paid its limit in full or the full amount of the loss is paid. (b) Contribution by Limits. If any of such other insurance does not provide of contribution by equal shares, the company shall not be liable for a greater proportion of such loss than the applicable limit of liability under this policy for such loss bears to the total applicable limit of liability of all valid and collectible insurance against such loss. 7. Subrogation. In event of any payment under this policy, the company shall be subrogated to all the insured's rights of recovery therefor against any person or organization and the insured shall execute and deliver instruments and papers and do whatever else is necessary to secure such rights. The insured shall do nothing after loss to prejudice such rights. 8. Changes. Notice to any agent or knowledge possessed by any agent or by any other person shall not effect a waiver or a change in any part of this policy or estop the company from asserting any right under the terms of this policy; nor shall the terms of this policy be waived or changed, except by endorsement issued to form a part of this policy, signed by a duly authorized representative of the company. 9. Assignment. Assignment of interest under this policy shall not bind the company until its consent is endorsed hereon; if, however, the named insured shall die, such insurance as is afforded by this policy shall apply (1) to the named insured's legal representative, as the named insured, but only while acting within the scope of his duties as such, and (2) with respect to the property of the named insured, to the person having proper temporary custody thereof, as insured, but only until the appointment and qualification of the legal representative. 10. Three Year Policy. If this policy is issued fora period of three years any limit of the company's liability stated in this policy as "aggregate" shall apply separately to each consecutive annual period thereof. 11. Cancellation. This policy may be cancelled by the named insured by surrender thereof to the company or any of its authorized agents or by mailing to the company written notice stating when thereafter the cancellation shall be effective. This policy may be cancelled by the company by mailing to the named insured at the address shown in this policy, written notice stating when not less than ten days thereafter such cancellation shall be effective. The mailing of notice as aforesaid shall be sufficient proof of notice. The time of surrender or the effective date and hour of cancellation stated in the notice shall become the end of the policy period. Delivery of such written notice either by the named insured or by the company shall be equivalent to mailing. If the named insured cancels, earned premium shall, be computed in accwrdance with the customary short rate table and procedure. If the company, cancels, earned premium shall be computed pro rata. Premium adjustment may be made either at the time cancellation is effected or as soon as practicable after cancellation becomes effective, but payment or tender of unearned premium is not a condition of cancellation. 12. Declarations. By acceptance of this policy, the named insured agrees that the statements in the declarations are his agreements and representations, that this policy is issued in reliance upon the truth of such representations and that this policy embodies all agreements existing between himself and the company or any of its agents relating to this insurance. In Witness Whereof, the Company identified on the declarations page has caused this policy to be executed and attested on its behalf, but this policy shall not be valid unless countersigned on the declarations page by a duly authorized representative of the company. Joseph P. Tracy, Secretary Jf of Peerless Insurance Company The Netherlands Insurance Company Keene, New Hampshire ADorotha M. Martcretary of Excelsior Insurance Company Syracuse, New York �/� A �__ 7- A �� Albert R. Kober, President of Peerless Insurance Company The Netherlands Insurance Company Keene, NewHampshire S441l � f Stephen E. Whiton, President of Excelsior Insurance Company Syracuse, New York This endorsement modifies the provisions of the policy relating to ALL AUTOMOBILE LIABILITY,GENERAL LIABILITY AND MEDI PAYMENTS INSURANCE OTHER THAN COMPREHENSIVE PERSONAL AND FARMER'S COMPREHENSIVE PERSONAL INSURA NUCLEAR ENERGY LIABILITY EXCLUSION ENDORSEMENT — BROAD FORM It is agreed that: I. The policy does not apply: A. Under any Liability Coverage, to bodily injury or property damage (1 )with respect to which an insured under this policy is also an insured under a nuclear energy liability policy issued by Nuclear Energy Liability Insurance Association, Mutual Atomic Energy Liability Underwriters or Nuclear Insurance Association of Canada, or would be an insured underany such policy but for its termination upon exhaustion of its limit of liability; or (2)resulting from the hazardous properties of nuclear material and with respect to which (a) any person or organization is required to maintain financial protection pursuant to the Atomic Energy Act of 1954, or any law amendatory thereof, or (b) the insured is, or had this policy not been issued would be, entitled to indemnity from the United States of America, or any agency thereof, under any agreement entered into by the United States of America, or any agency thereof, with any person or organization. B. Under any Medical Payment Coverage, or under any Supple- mentary Payments provision relating to first aid, to expenses incurred with respect to bodily injury resulting from the hazard- ous properties of nuclear material and arising out of the operation of a nuclear facility by any person or organization. C. Under any Liability Coverage, to bodily injury or property damage resulting from the hazardous properties or nuclear material, if (1 )the nuclear material (a) is at any nuclear facility owned by, or operated by or on behalf of, an insured or (b) has been discharged or dispersed therefrom; (2)the bodily injury or property damage arises out of the fur- nishing by an insured of services, materials parts or equipment in connection with the planning, construction, maintenance, operation or use of any nuclear facility, but if such facility is located within the United States of America, its territories or possessions or Canada, this exclusion (3) applies only to prop- erty damage to such nuclear facility and any property thereat. II. As used in this endorsement: "hazardous properties" include radioactive, toxic or ve properties; "nuclear material" means source material, special nuclear material or byproduct material; "source material", "special nuclear material", and "byproduct material" have the meanings given them in the Atomic Energy Act of 1954 or in any low amendatory thereof; "spent fuel" means any fuel element or component, solid or liquid, which has been used or exposed to radiation in a nuclear reactor; "waste" means any waste material (1) containing byproduct material and (2) resulting from the operation by any person or organization of any nuclear facility included with the definition of nuclear facility under paragraph (a) or (b) thereof; "nuclear facility" means (a)any nuclear reactor, (b)any equipment or device designed or used for (11 separating the isotopes of uranium or plutonium, (2) processing or utiliz- ing spent fuel, or (3) handling, processing or packaging waste, Ill equipment or device used for the processing, fabricat- ing or alloying of special nuclear material if at any time the total amount of such material in the custody of the insured at the premises where such equipment or device is located consists of or contains more than 25 grams of plutonium or uranium 233 or any combination thereof, or more than 250 grams of uranium 235, (d)any structure, basin, excavation, premises or place prepared or used for the storage or disposal of waste, and includes the site on which any of the foregoing is located, all operations conducted on such site and all premises used for such operations; "nuclear reactor" means any apparatus designed or used to sustain nuclear fission in a self-supporting chain reaction or to contain a critical mass of fissionable material; "property damage" includes all forms of radioactive contamina- tion of property. NEW YORK—It is agreed that the provisions of the "Nuclear Energy Liability Exclusion Endorsement—Broad Form", printed above, does not apply in New York with respect to any Automobile Bodily Injury Liability and Automobile Property Damage Liability coverage afforded by this policy. 103-1015 9/84 Excelsior surance Declarations Page Nationale Nederlanden U.S. Group GENERAL LIABILITY DECLARATION Y EFFECTIVE 09/13/85 Policy number From Policy period To Coverage is provided in the Agency P GIP 3096570 09/13/851 09/13/86 EXCELSIOR INSURANCE CO. 17210209 Named insured and address TOWN OF SOUTHOLD TOWN HALL 53095 MAIN ROAD SOUTHOLD9 NY 11971 Producer MARSH E MULLANYI INC. 7 WESTCHESTER DRIVE RGCKY POINT NY 11778 GENERAL LIABILITY—AUTOMOBILE POLICY L4050P POLICY PERIOD: 12:01 A.M.t STANDARD TIME AT THE ADDRESS OF THE NAMED INSURED AS STATED HEREIN ON DATES SHOWN IN POLICY PERIOD ABOVE. THE NAME© INSURED IS: BUSINESS OF THE INSURED IS: CONTRACTING CORP AUDIT PERIOD IS: THE INSURANCE AFFORDED IS ONLY WITH RESPECT TO THE FOLLOWING COVERAGE PART(S) INDICATEU BY SPECIFIC FORM NUMBER S) AND ATTACHED TO AND FORMING A PART OF THIS POLICY* COVERAGES COVERAGE PART(S) PART NO(S). L4067 11/13/85 COMPREHENSIVE GENERAL LIABILITY INSURANCE MANUFACTURERS' AND CONTRACTORS' LIABILITY INSURANCE OWNERS's LANDLORDS* AND TENANTS* LIABILITY INSURANCE PREMISES MEDICAL PAYMENTS INSURANCE COMPLETED OPERATIONS AND PRODUCTS LIABILITY ELEVATOR COLLISION INSURANCE CONTRACTUAL LIABILITY INSURANCE OWNERS' ANO CONTRACTORS' PROTECTIVE LIA31LITY INS STOREKEEPER'S INSURANCE COMPREHENSIVE PERSONAL INSURANCE FARMER'S COMPREHENSIVE PERSONAL INSURANCE FARMER'S MEDICAL PAYMENTS INSURANCE PERSONAL INJURY LIABILITY INSURANCE DRUGGISTS• LIABILITY .INSURANCE COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE 124.1012 (9/84) ORIGINAL Excelsior Insurance Nationale Nederlanden U.S. Group DECLARATION r EFFECTIVE Declarations Page GENERAL LIABILITY 09/13/85 Policy number From Policy eriod To Coverage is provided in the Agency P GiP 3096,570 09/13/8- rO9/13/86 EXCELSIOR INSURANCE CO. 721020 Named insured and address TOWN OF SOUTHOLD TOWN HALL 53095 MAIN ROAD SOUTHOLD, NY 11971 Producer MARSH C MULLANY9 INC. 7 WESTCHESTER DRIVE ROCKY POINT NY 11778 FORM NUMBERS OF ENDORSEMENTS OTHER THAN THOSE ENTERED ON COVERAGE PART(S) ATTACHED AT ISSUE GL99189 GL00329 GLOO199 IL00189 IL0928• GLOO25 S 155.00 TOTAL ADVANCE PREMIUM FOR THIS POLICY. —IF THE POLICY PERIOD IS MORE THAN 314E YEARt AND PREMIUM IS TO BE PAID ANNUALLY $ IS PAYABLE ON THE EFFECTIVE DATE OF THIS POLICY AND THE FIRST AND SECOND ANNIVERSARIES THEREOF* COUNTERSIGNED: BY /:.�'�'�"�"*'' ten.• AUTHORIZED REPKWESENTATIVE 11/13/85 124-1012 (9B4) ORIGINAL Excelsior Insurance Declarations Page Nationale Nederlanden U.S. Group GENERAL LIABILITY DECLARATION - EFFECTIVE 09/13/85 Policy number From Policy period To Coverage is provided in the Agency P GIP 3096y7v 09/13/851 09/13/8b EXCELSIOR INSURANCE CO. 721020 Named insured and address Producer T04'4 OF SOUTHOLD MARSH E MULLANY, INC. TOWN HALL 7 WESTCHESTER DRIVE 53095 MAIN ROAD ROCKY POINT NY SOUTHIILU• NY 11971 11778 OWNERS' AND CONTRACTURS• PROTECTIVE LIABILITY INSURANCE L4067S COVERAGE FOR OPERATIONS OF DESIGIATED CONTRACTOR DESIGNATION OF CONTRACTOR STETLER BRUT}PERS CONTRACTING CORP MAILING ADDRESS 1208 SUFFOLK AVENUE 3REN N00Dj NY 11717 LOCATIO:A OF COVERED OPERATIONS SITE CORK CONTRACT 1985-19 CROSS SOUND FERRY SERVIC:S, INC AT ORIENT POINTS NY X CHECK HERE IF THE FOLLOWING PROVISION IS APPLICABLE. THE PERSON IR ORGANIZATION DESIGNATED ABOVE AS THE CONTRACTOR HAS UNUERTAKEN To PAY THE PREMIUM FOR THIS POLICY AND SHALL BE ENTITLED TO RECEIVE ANY RETURN PREMIUMS, IF AtNY, WHICH MAY BECOME PAYABLE SUNDER THE TERMS OF THIS POLICY. SCHEDULE THE INSURANCE AFFORDED IS ONLY WITH RESPECT TO SUCH OF THE FOLLOWING COVERAGES AS ARE INOICATED 3Y SPECIFIC PREMIUM CHARGE OR CHARGES. THE LIMIT OF THE COMPANY'S LIA3ILITY AGAINST SUCH COVERAGE SHALL BE AS STATED HEREIN, SUBJECT TO ALL THE TERMS OF THE POLICY HAVING REFERENCE THERETU* COVERAGES LIMITS OF PREMIUM RATES ADVANCE LIA3ILITY BASES $100 OF PREMIUMS COST COST A—BODILY INJURY S 500,000 EACH S 1139000 $ .103 S 116.00 LIABILITY OCCURRENCE B—PROPERTY ;DAMAGE S 1009000 EACH $ 113*000 E .030 $ 39sOOMiP LIABILITY OCCURRENCE $ 100f000 AGGREGATE FORM NUMBERS OF ENDORSEMENTS ATTACHED AT ISSUE $ MP — BI — 1269 PD — $39 11/13/85 TOTAL ADVANCE PREMIUM S 155.00 STATEMENT OF ACCOUNT TOTAL PREMIUM DUE............ $155.0{) THANK YOU FOR LETT r US SERVE YOJ 124-1012 (9/84) O0 NAL GL 00 09 (1/73) L 4067 5 Ed. 10-1-66 Rev. 1-1-73 OWNERS' AND CONTRACTORS' PROTECTIVE LIABILITY INSURANCE COVERAGE PART COVERAGE FOR OPERATIONS OF DESIGNATED CONTRACTOR When used as a premium basis: "cost" means the total cost to the named insured with respect to operations performed for the named insured during the policy period by independent contractors of all work let or sub -let in connection with each specific project, including the cost of all labor, materials and equipment furnished, used or delivered for use in the execution of such work, whether furnished by the owner, contractor or subcontractor, including all fees, allowances, bonuses or commissions made, paid or due. I. COVERAGE A - BODILY INJURY LIABILITY COVERAGE B - PROPERTY DAMAGE LIABILITY The company will pay on behalf of the insured all sums which the insured shall become legally obligated to pay as damages because of Coverage A. bodily injury or Coverage B. property damage to which this policy applies, caused by an occurrence and arising out of (1) operations performed for the named insured by the contractor designated in the declarations at the location designated therein or (2) acts or omissions of the named insured in connection with his general supervision of such operations, and the company shall have the right and duty to defend any suit against the insured seeking damages on account of such bodily injury or property damage, even if any of the allegations of the suit are groundless, false or fraudulent, and may make such investigation and settlement of any claim or suit as it deems expedient, but the company shall not be obligated to pay any claim or judgment or to defend any suit after the appli- cable limit of the company's liability has been exhausted by payment of judgments or settlements. Exclusions This policy does not apply: (a) to liability assumed by the insured under any contract or agreement except an incidental contract; but this exclusion does not apply to a warranty that work performed by the designated contractor will be done in a workmanlike manner; (b) to bodily injury or property damage occurring after (1) all work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the named insured at the site of the covered operations has been considered or (2) that portion of the designated contractor's work out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project; (c) to bodily injury or property damage arising out of any act or omission of the named insured or any of his employees, other than general supervision of work performed for the named insured by the designated contractor; (d) to any obligation for which the insured or any carrier as his insurer may be held liable under any workmen's compensa- tion, unemployment compensation or disability benefits law, or under any similar law; (e) to bodily injury to any employee of the insured arising out of and in the course of his employment by the insured or to any obligation of the insured indemnify another because of damages arising out of such injury; but this exclusion does not apply to liability assumed by the insured under an incidental contract; (f) to property damage to (1) property owned or occupied by or rented to the insured, (2) property used by an insured, (3) property in the care, custody or control of the insured or as to which the insured is for any purpose exercising physical control, or (4) work performed for the insured by the designated contractor; (g) to bodily injury or property damage due to war, whether or not declared, civil war, insurrection, rebellion or revolution or to any act or condition incident to any of the foregoing, with respect to (1) liability assumed by the insured under an incidental contract, or (2) expenses for first aid under the Supplementary Payments provision of the policy; (h) to bodily injury or property damage arising out of (1) the ownership, maintenance, operation, use, loading or unloading of any mobile equipment while being used in any prearranged or organized racing, speed or demolition contest or in any stunting activity or in practice or preparation for any such contest or activity or (2) the operation or use of any snowmobile or trailer designed for use therewith; (i) to bodily injury or property damage arising out of the discharge, dispersal, release or escape of smoke, vapors, soot, fumes, acids, alkalis, toxic chemicals, liquids or gases, waste materials of other irritants, contaminants or pollutants into or upon land, the—atmosphere or any water course or body of water; but this exclusion does not apply if such discharge, disper- sal, release or escape is sudden and accidental; (j) to loss of use of tangible property which has not been physically injured or destroyed resulting from (1) a delay in or lack of performance by or on behalf of the named insured of any contract or agreement, or (2) the failure of the named insured's products or work performed by or on behalf of the named insured to meet the level of performance, quality, fitness or durability warranted or represented by the named insured; but this exclusion does not apply to loss of use of other tangible property resulting from the sudden and accidental physical injury to or destruction of the named insured's products or work performed by or behalf of the named insured after such products or work have been put to use by any person or organization other than the insured. 101-796 1 I. PERSONS INSURED Each of the following is an insured under this policy to the extent set forth below: (a) if the named insured is designated in the declarations as an individual, the person so designated and his spouse; (b) if the named insured is designated in the declarations as a partnership or joint venture, the partnership or joint venture so designated and any partner or member thereof but only with respect to his liability as such; (c) if the named insured is designated in the declarations as other than an individual, partnership or joint venture, the organi- zation so designated and any executive officer, director or stockholder thereof while acting within the scope of his duties as such;and (d) any person (other than an employee of the named insured) or organization while acting as real estate manager for the named insured. III. LIMITS OF LIABILITY Regardless of the number of (1) insureds under this policy, (2) persons or organizations who sustain bodily injury or property damage, or (3) claims made or suits brought on account of bodily injury or property damage, the company's liabil- ity is limited as follows: Coverage A — The total liability of the company for all damages, including damages for care and loss of services, because of bodily injury sustained by one or more persons as the result of any one occurrence shall not exceed the limit of bodily injury liability stated in the schedule as applicable to "each occurrence". Coverage B — The total liability of the company for all damages because of all property damage sustained by one or more persons or organizations as the result of any one occurrence shall not exceed the limit of property damage liability stated in the schedule as applicable to "each occurrence". Subject to the above provision respecting "each occurrence", the total liability of the company for all damages because of all property damage to which this coverage applies shall not exceed the limit of property damage liability stated in the sched- ule, as "aggregate". If more than one project is designated in the schedule, such aggregate limit shall apply seperately with respect to each project. Coverages A and B — For the purpose of determining the limit of the company's liability, all bodily injury or property damage arising out of continuous or repeated exposure to substantially the same general conditions shall be considered as arising out of one occurrence. IV. ADDITIONAL DEFINITION When used in reference to this insurance (including endorsements forming a part of the policy): "work" includes materials, parts and equipment furnished in connection therewith. V. POLICY TERRITORY This policy applies only to bodily injury or property damage which occurs within the policy territory. GL 00 25 ( © (Ed. 03 81) This endorsement forms a part of the policy to which attached, effective on the inception date of the policy unless otherwise stated herein. (The following information is required only when this endorsement is issued subsequent to preparation of policy.) Endorsement effective Policy No. Endorsement No. Named Insured Countersigned by (Authorized Representative) This endorsement modifies such insurance as is afforded by the provisions of the policy relating to the following: OWNERS AND CONTRACTORS PROTECTIVE LIABILITY INSURANCE AMENDATORY ENDORSEMENT Exclusion (h) is amended as follows: (h) to bodily injury or property damage arising out of the ownership, maintenance, operation, use, loading or unloading of any mobile equipment while being used in any prearranged or organized racing, speed or demolition contest or in any stunting activity or in practice or preparation for any such contest or activity; GL 00 25 03 81 L09Z8 (Ed. 6.85) This endorsement forms a part of the policy to which attached, effective on the inception date of the policy unless otherwise stated herein. (The following nfonnation is required only when this endorsement is issued subsequent to preparation of poky.) Endorsement effective Policy No. Endorsement No. Named Insured Countersigned by (AuthorizedRepresentative) This endorsement modifies such insurance as is afforded by the provisions of the policy relating to the following: BUSINESSOWNERS POLICY COMPREHENSIVE GENERAL LIABILITY INSURANCE CONTRACTUAL LIABILITY INSURANCE MANUFACTURERS AND CONTRACTORS LIABILITY INSURANCE OWNERS AND CONTRACTORS PROTECTIVE LIABILITY INSURANCE OWNERS, LANDLORDS AND TENANTS LIABILITY INSURANCE SMP LIABILITY INSURANCE STOREKEEPERS INSURANCE POLLUTION EXCLUSION It is agreed that the exclusion relating to the discharge, dispersal, release or escape of smoke, vapors, soot, fumes, acids, alkalis, toxic chemicals, liquids or gases, waste materials or other irritants, contaminants or pollu- tants is replaced by the following: (1) to bodily injury or property damage arising out of the actual, alleged or threatened discharge. dispersal, release or escape of pollutants: (a) at or from premises owned, rented or occupied by the named insured; (b) at or from any site or location used by or for the named insured or others for the handling. storage, disposal, processing or treatment of waste; (c) which are at any time transported, handled, stored, treated, disposed of, or processed as waste by or for the named insured or any person or organization for whom the named Insured may be legally responsible. or (d) at or from any site or location on which the named insured or any contractors or subcontractors working directly or indirectly on behalf of the named insured are performing operations: (i) if the pollutants are brought on or to the site or location in connection with such operations; or (ii) if the operations are to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize the pollutants. (2) to any loss, cost or expense arising out of any governmental direction or request that the named insured test for, monitor, clean up, remove, contain, treat, detoxify or neutralize pollutants. Pollutants means any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. IL 09 28 06 85 Copyright, Insurance Services Office, Inc., 1985 IL 0018 (Ed. 10 84) AMENDATORY ENDORSEMENT PREJUDGMENT INTEREST The following is added to the Supplementary Payments provision in this policy: The Company will pay, in addition to the applicable limit of liability, prejudgment interest awarded against the Insured on that part of the judgment the Company pays. If the Company makes an offer to pay the applicable limit of its liability, the Company will not pay any prejudgment interest based on that period of time after the offer. IL 00 18 10 84 Copyright, Insurance Services Office, Inc., 1984 Copyright, ISO Commercial Risk Services, Inc., 1984 GL 9918 (Ed. 03 83) This endorsement forms a part of the policy to which attached, effective on the inception date of the policy unless otherwise stated herein. (The following information is required only when this endorsement is issued subsequent to preparation of policy.) Endorsement effective Policy No. Endorsement No. Named Insured Countersigned by (Authorized Representative) This endorsement modifies such insurance as is afforded by the provisions of the Policy relating to the following: COMPREHENSIVE GENERAL LIABILITY INSURANCE CONTRACTUAL LIABILITY INSURANCE MANUFACTURERS AND CONTRACTORS LIABILITY INSURANCE OWNERS, LANDLORDS AND TENANTS LIABILITY INSURANCE OWNERS AND CONTRACTORS PROTECTIVE LIABILITY INSURANCE AMENDMENT OF DEFINITION—INCIDENTAL CONTRACT It is agreed that the definition of incidental contract is amended to include any easement or license agreement in connection with vehicle or pedestrian private railroad crossing at grade. Instructions The provisions of this endorsement may be incorporated into General Liability policies. GL 9918 03 83 Copyright, Insurance Services Office, 1984 GL 00 32 (Ed. 4-84) This endorsement forms a part of the policy to which attached, effective on the inception date of the policy unless otherwise stated herein. (The following information is required only when this endorsement is issued subsequent to preparation of policy.) Endorsement effective Policy No. Endorsement No. Named Insured Additional Premium $ Countersigned by (Authorized Representative) This endorsement modifies such insurance as is afforded by the provisions of the policy relating to the following: COMPREHENSIVE GENERAL LIABILITY INSURANCE MANUFACTURERS AND CONTRACTORS LIABILITY INSURANCE OWNERS, LANDLORDS AND TENANTS LIABILITY INSURANCE OWNERS AND CONTRACTORS PROTECTIVE LIABILITY INSURANCE STOREKEEPERS INSURANCE SMP LIABILITY INSURANCE Amendatory Endorsement It is agreed that the exclusion relating to bodily injury to any employee of the insured is deleted and replaced by the following: This insurance does not apply: (i) to bodily injury to any employee of the insured arising out of and in the course of his employment by the insured for which the insured may be held liable as an employer or in any other capacity; (ii) to any obligation of the insured to indemnify or contribute with another because of damages arising out of the bodily injury; or (iii) to bodily injury sustained by the spouse, child, parent, brother or sister of an employee of the insured as a consequence of bodily injury to such employee arising out of and in the course of his employment by the insured; This exclusion applies to all claims and suits by any person or organization for damages because of such bodily injury including damages for care and loss of services. This exclusion does not apply to liability assumed by the insured under an incidental contract. GL 00 32 04 84 Copyright, Insurance Services Office, Inc., 1983 MARSH & MULLANY, INC. TEL: 15161744-9700 RECEIVED SEP 1219 September 9, 1985 Town Clerk Southold Judith P. Perry, Town Clerk Registrar of Vital Statistics Town Hall 53095 Main Road Southold, NY 11971 RE: ORIENT POINT FERRY - CONTRACT 1985-1 CROSS SOUND FERRY SERVICES, INC. ORIENT POINT, NY Dear Ms Perry: .Insurance 7 WESTCHESTER DRIVE ROCKY POINT, N.Y. 11778 We enclose certificates of insurance as directed by our client, Stetler Bros. Contracting Corp. The certificates are issued to conform with the insurance requirements for the Cross Sound Ferry Terminal at Orient, NY. Please note that the certificates conform to the insurance requirements as specified on page L-15 and L-16 paragraph 11.1.1.7 and include the Town of Southold as an additional insured. Please review the enclosed certificates and advise of their complete accepta- bility. Very truly yours, MARSH & MULLANY, INC. /h Obert Pr v. hm Enc. O WARD ASSOCIATES, P.C. Landscape Architects, Architects, Engineers Long Island MacArthur Airport 100 Arrival Avenue RONKONKOMA, NEW YORK 11779 (516) 588-2626 TO Town of Southold Main Road Southold, NY L IETTIER OF UGD3QMAUUMU DATEN 9/12/85 JOB 8413C ATTENTION Frank Murphy RE: Site Work & Bldg. Foundation Cross Sound Ferry For your use ❑ Approved as noted ❑ WE ARE SENDING YOU U Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 5 sets Conforming Contracts THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ® For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 REMARKS COPY am ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US SIGNED: R. Woodard If enclosures are not as noted, kindly notify us at once. JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL. STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 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 10, 1985: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Stetler Bros. Contracting Corp., Brentwood, New York, in the amount of $123,000.00 ($103,980.00 - State funds; $19,020.00 Cross Sound Ferry funds), to accomplish the site and building foundation work - Contract 1985-1 - at the Cross Sound Ferry Services, Inc. property, Orient Point, New York, and be it further RESOLVED that Supervisor Francis J. Murphy be and he hereby is authorized and directed to execute a contract on behalf of the Town with Stetler Bros. Contracting Corp. for the aforesaid work. Judith T. Terry Southold Town Clerk �Z�z WARD ASSOCIATES, P. Cm Landscape Architects, Architects, Engineers September 4, 1985 SEP 6195 Town of Southold To" awk Southold Town Board Main Road Southold, New York 11971 Re: Improvements for Cross Sound Ferry Services, Inc. Orient, New York - Job #8413-C Gentlemen: Bids were received for Contract 1985-1, Site Work and Building Foundation, by the Town of Southold on August 1, 1985. Cross Sound Ferry Services selected the option of accepting the base bid only from the low bidder, Stetler Brothers, Inc., while performing the add alternate bids with their own forces. Ward Associates, P.C., has reviewed the bids and hereby recommends award of the base bid to Stetler Brothers, Inc., in the amount of $123,000. There are $103,980 State Funding remaining for this project. Cross Sound Ferry Services, Inca, has transmitted a certified check for the difference in the amount of $19,020 to Southold Town. This is required under Article 29 of the three-way agreement between New York State, the Town of Southold, and Cross Sound Ferry Services, Inc. Stetler Brothers, Inc., the Contractor, has the equipment and forces necessary to do this work. If you have any questions, please do not hesitate to call. Verytrulyyours, Randall Woodard, P.E. RW:am cc: Foster Beach III, P.E., NYSDOT, Region Planner Richard MacMurray, V.P., Cross Sound Ferry Services, Inc. LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 LUJM WEST MAIN STREET, LITTLE FALLS, N.V. 13365 (315) 823-4384 • 69 EAST AVENUE, NORWALK, CT. 06851 (203) 853-3833 .,.y .y ,,. .,:. ,a.�. �erwawiw�vuau.Y.`.w�Ywt�W�tu'c�F s.S .L' :a w�uw,ari ��ww.�n+..-I. a I, I il 11 9..I'',b101111. .1,011AlCnl 01 wO!AW 1 iI Vl I V 2 FERRY STREET • P.O. BOX 33 • NEW LONDON, CONNECTICUT 06320-0033 • (203) 443-7394 August 20, 1985 Supervisor Frank Murphy Town of Southold Main Street Southold, NY 11971 Dear Supervisor Murphy: After reviewing the bid summited on August 1, 1985 for the Orient Point Terminal Project, we have decided to select the base bid summited by Stetler Bros. Contracting Corporation. The remaining alternates will be completed by Cross Sound Ferry. I will be contacting Dick Ward of Ward Associates so that we can set up a meeting with the contractor and our- selves to discuss the project. Very truly yours, Richard MacMurray, Vice President Cross Sound Ferry Services, Inc. RM/ jgm cc: Mr. Foster Beach III 4 u.mbnr�a aalWr � me�a.e.uum �.�,. .d__.,. !m awe.Inceue..+u�.rgu�e��y�w���e+enlMYrrtC'i+,xi�y�uWmuguwuiti m�uu in�urnWw�iWor�Wuan r.n "1111,l,_I—L_1�k lid 1. �. 11 iI 11 1 1� SPECIFICATIONS FOR CROSS SOUND FERRY SERVICES, INC. SITE WORK & BUILDING FOUNDATION CONTRACT 1985-1 Deposit of $25.00 to order of Town of Southold Bid Date: August 1, 1985 Estimate: $100,000 plus alternates 1. Town Clerk Judith T. Terry 2. South Fork Asphalt Corp,, P , O , Drawer 2028, East Hampton, Td, Y, 324-1245 3. Paul Corazzini & Sons, Inc., 33 Madison, Greenport, NY - 477-1027 4. Amma Construction Corp., 408 Ft. Salonga Road, Northport 11768 351-6124 5. Chesterfield Associates, Inc,, Westhampton Beach, N,Y< 11978 6. John T. Montecalvo, Inc.,[48 Railroad Ave., Center Moriches] [Richard J. Barabino, P. E] Speonk-Riverhead Road, Speonk 11972 -- 878-0189 & 325-1492 7. a 10. SECTION C BID PROPOSAL SITE WORK AND BUILDING FOUNDATION WORK CONTRACT 1985-1 NAME OF BIDDER: E j //fds. ojy/ �rq GTS 4 TO: Town Board Town of Southold Main Road Southold, New York 11971 Gentlemen: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the some work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned Owner is or will be interested directly or in- directly, in the performance of the Contract, or the supplies relating to it; or in any portion of the profits thereof; that he has carefully examined the Contract Documents dated • 7/1/85 , including Bidding Requirements, Contract Forms, General and Special Conditions, Specifications, Contract Drawings, and Addenda, if any (NOTE: Acknowledgement of Addenda and their Dates must be included as indicated on bottom of page); that he has satisfied himself by personal examination of the site of the proposed work and by such other means as he may have chosen, as to the conditions and require- ments of the work; and that he proposes and agrees that if his proposal be accepted, he will contract to furnish all the materials and to perform all the work required to construct, perform, and complete the work at: Orient Point Ferry - Cross Sound Ferry Services, Inc. located in: Orient Point, New York for: Site Work and Building Foundation and all other work in connection therewith, in accordance with the Contract Documents and Addenda, if any, prepared by Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma, New York 11779, and complying with all the stipulations contained therein and will furnish the required Performance Bond; that he will start the work on October 15, 1985, and complete the work hereunder within 180 days; and that he will ac ce t, in full payment thereof; the following lump sum price to wit: $ 12 3 0 0 OA'E- h1�1AIP9E 912 T�04FtiN�Z- Thi, c-� 77;'1,� us15YVy en Bidder acknowledges receipt of Addenda as foilws: signature (signature) gnture C-1 ADD ALTERNATE BIDS The following lump sum alternate bids are requested as additions to the lump sum base bid written above. It is to be clearly understood that the lump sum Base Bid amount does not include the labor, materials, or equipment necessary to complete the alternates listed below which are ADD alternates; and in the event any of the ADD alternates is accpeted, the amount listed below will be ADDED to the Base Bid. ADD ALTERNATE NO. 1 This alternate includes the following sections: 0210 - Preparation of Site, Clearing, Grubbing, & Demolition 0220 - Excavating, Filling, Backfilling, Trenching, Grading & Removal of Unsuitable Materials * *NOTE: All work under this section is included with the exception that fine grading is included with its respective item. ADD: U </ATy -S %X %�/C? USI -91-/1.°4b PO L L /9AS (written in words) ADD: $ 1716' 0 00 ADD ALTERNATE NO. 2 Sub -Base Course Type 1: Furnish and construct the sub -base course under all asphalt concrete pavements as shown on plan Sheets S-1 and S-2 and specified in Seciton 0254. ADD: S/XTFE-JI/ 7 -A -l0 Us19,­vP %%L 4 (written in words ADD: $ / 6, L 1? 0 ADD ALTERNATE NO. 3 Topsoil: Furnish and place topsoil, sod, and planting items as shown on Sheet S-3. ADD: (written in words ADD: $ ��q y���7 C-2 ADD ALTERNATE NO. 4 Timber Guide Rail: Furnish and install timber guide rail as shown on sheets S-1 and S-2 (approximately 170 l.f.) ADD: S t V F& (written in words) ,Dv1-l LAr?S ADD: Ry �� ADD ALTERNATE NO. 5 Chain Link Fence: Furnish and install chain link fence as shown on sheet S-1 (approximately 550 l.f.) ADD: zz:" /�7`��A1 Z2' Z C t/ �/9�1JD ?"iii/ 6U (written in words 1?o L 611 RS ADD: 2 c�L� ADD ALTERNATE NO. 6 Paint roadway and parking lines as shown on sheets S-1 and S-2 and specified under Section 0265. ADD: El jNT f%uti/l%f'tW7 -9W7- ADD: D -04113R5 (written in words ADD: 8 13 0 C-3 r 1 And he further agrees that if this proposal shall be accepted by the Owner and that if he shall refuse, fail or neglect to enter into a contract pursuant to such proposal and to the requirements of the Owner, and shall fail to give the required security within ten (10) days after notice of the acceptance of said proposal, shall have been deposited in the mail addressed to him at the address given in the proposal, then he shall be considered to have abandoned the contract and the sum represented by the certified check accompanying this proposal shall be forfeited to the Owner as liqui- dated damages; otherwise certified check shall be returned to the bidder within forty- five (45) days after the date of receiving bids. We, the undersigned, further agree that this proposal is a form bid and shall remain in effect for a period of forty-five (45) calendar days from the date of the opening of_bids, and that within said period of forty-five (45) days, the'Owner will accept or reject this proposal or by mutual agreement may extend this time period. The following is a list of places where we have performed work of similar character and magnitude, together with references: Location Approximate Cost References The full names and places of residence of all persons and parties interested as principals in the foregoing proposal are as follows: J6 3//-7 XSignature of Bidder: 6i� U.S. Treasury No.: �/— ,2U 97S n f% 5V G — Business Address: /L 14- Tel No: )_ 3 V_,G� 9 4 Place of Residence: 04) -1 '4 Date: 7✓ �-► 3 / 1 y �� --T—r C-4 RESOLUTION Resolved that l c� s , C� fy- be (Name of Corporation authorized to sign and submit the bid or proposal of this corporation for the following project ��i.�/�.-c /Cu- Y:SsS uN.e T{ rrN �(% Sor Wic1 r U (DescribeProject) and to include in such bid or proposal the certificate as to non -collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and correct copy of the resolution adopted by '5%_ - / oS. �/J �l , corporation at a meet- ing of the Board of Directors held on the,. 3 /- day of (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-4, as amended effective September 1, 1965. 16M. Secretary + S M NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION . (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: y�BIDDER'S CERTIFICATION certifies that: 1. it intends to use the following listed construction trades in the work under the 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of hat Plan, those trades being: / U ,vl7� � a-• Plf h r -r- � I ;and or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority man- power utilization goals and the specific affirmative action steps contained in said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid on itions, those t odes being: t D b2_!-!0 cnd, 3. it will obtain from each of its subcontractors and submit to the contracting or admin- istering agency prior to the award of any subcontractor under this contract the sub- contractor certification required by these Bid Conditions. :I1111111111, 1111111oe lo ( i6nature of Authorized Representative of Bidder) C-7 NM ko LI, YTC Te— 1---R - PR C S. THE AMERICAN INSTITUTE OF ARCHITECTS flu AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, thatwe Stetler Brothers Contracting Corp. Of 1208 Suffolk Avenue, Brentwood, New York 11717 as Principal, hereinafter called the Principal, and Seaboard Surety Company, of New York, New York, a corporation duly organized under the laws of the State of New York, as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold Southold, New York as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT (5%) of Amount Bid Dollars ($ ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Improvements For The Cross Sound Ferry Services Inc. Sitework and Building Foundation, Project No. 1985-1. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 1st day of August 1985 Stetler Brothers Contracting Corp. (Princi 1) (Seal) (W' Hess) HARecd STi.�rcble _ �/�r:s i SEABOARD SURETY COMPANY (Surety) (Seal) Susanna L. Thompson (Witness) - _/ Attorney -In -Fact (7itle Martin J. Lyons, Jr. AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 F. 890 REV. -9-70 SECTION C BID PROPOSAL SITE WORK AND BUILDING FOUNDATION WORK CONTRACT 1985-1 NAME OF BIDDER: f/.(i Q,(f zzwel'q ;!�IG' TO: Town Board Town of Southold Main Road Southold, New York 11971 Gentlemen: I I C-1 signature (signature) signture The undersigned as bidder, declares that the only persons, company, or parties ' interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned Owner is or will be interested directly or in- directly, in the performance of the Contract, or the supplies relating to it, or in any portion of the profits thereof; that he has carefully examined the Contract Documents dated -7/1/85 , including Bidding Requirements, Contract Forms, General and Special. Conditions, Specifications, Contract Drawings, and Addenda, if any (NOTE: Acknowledgement of Addenda and their Dates must be included as indicated on bottom of page); that he has satisfied himself by personal examination of the site of the proposed work and by such other means as he may have chosen, as to the conditions and require- ments of the work; and that he proposes and agrees that if his proposal be accepted, he will contract to furnish all the materials and to perform all the work required to construc perform, and complete the work at: Orient Point Ferry - Cross Sound Ferry Services, Inc. located in: Orient Point, New York for: Site Work and Building Foundation and all other work in connection therewith, in accordance with the Contract Documents and Addenda, if any, prepared by Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma New York 11779, and complying with all the stipulations contained therein and will furnisl the required Performance Bond; that he will start the work on October 15, 1985, and complete the work hereunder within 180 days; and that he will accept, in full payment thereof; the following lump sum price fo wit: $ , written in words Bidder acknowledges receipt of Addenda as follows: I I C-1 signature (signature) signture ADD ALTERNATE BIDS The following lump sum alternate bids are requested as additions to the lump sum base bid written above. It is to be clearly understood that the lump sum Base Bid amount does not include the labor, materials, or equipment necessary to complete the alternates listed below which are ADD alternates; and in the event any of the ADD alternates is accpeted, the amount listed below will be ADDED to the Base Bid. ADD ALTERNATE NO.- 1 This alternate includes the following sections: 0210 - Preparation of Site, Clearing, Grubbing, & Demolition 0220 - Excavating, Filling, Backfilling, Trenching, Grading & Removal of Unsuitable Materials * *NOTE: All work under this section is included with the exception that f`7ne grading is/included with its respective item. ,�,,QQ D/���% ADD: Nfee rLGLJ�C�rC c�C�ll3'1� Gti4mzz� a,c, (written in words) ADD: $ f.�4 330.0 d ADD ALTERNATE NO. 2 Sub -Base Course Type l: Furnish and construct the sub -base course under all asphalt concrete pavements as shown on plan Sheets S-1 and S-2 and specified in Seciton 0254. ADD: �-�- /` xG (written in words ADD: $ ADD ALTERNATE NO. 3 Topsoil: Furnish and place topsoil, sod, and planting items as shown on Sheet S--3. ADD: ,Q LGAft�t 4�i QCs G �=� s s� C-2 ADD: $ iF SOV . c a ADD ALTERNATE NO. 4 Timber Guide Rail: Furnish and installtimber guide rail as shown on sheets S-1 and S-2 � ADD: KA/]�IKWA/b (written in words ADD: 7 re o b ADD ALTERNATE NO. 5 Chain Link Fence: ir i y 170 l.f.) Furnish and install chain link fence as shown on sheet S-1 (approximately 550 l.f.) ADD: YAlmftZ �`� a--6 (written in words ADD: 4D d ADD ALTERNATE NO. 6 Paint roadway and parking lines as shown on sheets S-1 and S-2 and specified under Section 0265. ADD: e,,/ f2Lri� (written in words ADD: fid. 0Z) C-3 3 And he further agrees that if this proposal shall be accepted by the Owner and that if he shall refuse, fail or neglect to enter into a contract pursuant to such proposal and to the requirements of the Owner, and shall fail to give the required security within ten (10) days after notice of the acceptance of said proposal, shall have been deposited in the mail addressed to him at the address given in the proposal, then he shall be considered to have abandoned the contract and the sum represented by the certified check accompanying this proposal shall be forfeited to the Owner as liqui- dated damages; otherwise certified check shall be returned to the bidder within forty- five (45) days after the date of receiving bids. We, the undersigned, further agree that this proposal is a form bid and shall remain in effect for a period of forty-five (45) calendar days from the date of the opening of bids, and that within said period of forty-five (45) days, the'Owner will accept or reject this proposal or by mutual agreement may extend this time period. The following is a list of places where we have performed work of similar character and magnitude, together with references: Location Approximate Cost References . c(�r/n✓�L��� / 4Onoa AlYk/ ryAJ l�no0 WS ,(fie . ed vi A&01 -r, _ ,LT/A! 44Aj4 SC17:1. 20zo/` The full names and places of residence of all persons and parties interested as principals in the foregoing proposal are as follows: Signature of Bidder: i % U.S. Treasury No.: // - 2I� (3 5- Business Business Address: Place of Residence: 2?1 Date: ff C-4 11f 3q Tel No: S),, / ���/ THE AMERICAN INSTITUTE OF ARCHITECTS • AIA Document U10 • Enid Bond KNOW ALL MEN BY THESE PRESENTS, thatwe John T. Montecalvo, Inc. 48 Railroad Avenue, Center Moriches, New York as Principal, hereinafter called the Principal, and General Insurance Company of America 555 Kinderkamack Road, Oradell, New Jersey a corporation duly organized under the laws of the State of Washington as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold, New York as Obligee, hereinafter called the Obligee, in the sum of Five (5%) percent of total amount bid ------------------------------------------Dollars($ ) for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Contract # 1985-1 - Improvement for Cross Sound Ferry Services, Inc. NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good. faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 1st day of August 19 85 John T. Montecalvo, Inc. (Principal) (Seal) Y - (Title) ' General Insurance Company of America (Surety) (Seal) (Witness) G < William T. Guilfoyle, (Title)Attorney- -Fact AIA DOCUMENT A310 • BID BOND • AIA *- • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 1 RESOLUTION Resolved that �Jt%% be (Name of Corporation authorized to sign and submit the bid or proposal of this corporation for the following project ideer '�, -6�ule-21AA 1R9ax1P'- -"0V (Describe Project) and to include in such bid or proposal the certificate as to non -collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and correct copy of the resolution adopted by corporation at a meet- ing of the Board of Directors held on the �/ ��% day of (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-4, as amended effective September 1, 1965. C-6 Secretary e e e r A NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION certifies that: 1. it intends to use the following listed construction trades in the work under the contract ��iLS: �CA�X9�' �'ffi9u�lLS ; ana, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: a nd or, b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority man- power utilization goals and the specific affirmative action steps contained in said Part ll, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: ; and, 3. it will obtain from each of its subcontractors and submit to the contracting or admin- istering agency prior to the award of any subcontractor under this contract the sub- contractor certification required by these Bid Conditions. 1�16 t�� .� (/. /,° (Signature of Au orized Representative of Bidder) C-7 P NAME OF BIDDER: zaevct,-� TO: Town Board SECTION C BID PROPOSAL SITE WORK AND BUILDING FOUNDATION WORK CONTRACT 1985-1 NAME OF BIDDER: zaevct,-� signature signtur C-1 TO: Town Board Town of Southold Main Road Southold, New York 11971 Gentlemen: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the same work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned Owner is or will be interested directly or in- directly, in the performance of the Contract, or the supplies relating to it, or in any portion of the profits thereof; that he has carefully examined the Contract Documents dated- 7/1/85 , including Bidding Requirements, Contract Forms, General and Special Conditions, Specifications, Contract Drawings, and Addenda, if any (NOTE: Acknowledgement of Addenda and their Dates must be included as indicated on bottom of page); that he has satisfied himself by personal examination of the site of the proposed work and by such other means as he may have chosen, as to the conditions and require- ments of the work; and that he proposes and agrees that if his proposal be accepted, he will contract to furnish all the materials and to perform all the work required to construct, perform, and complete the work at: Orient Point Ferry - Cross Sound Ferry Services, Inc. located in: Orient Point, New York for: Site Work and Building Foundation and all other work in connection therewith, in accordance with the Contract Documents and Addenda, if any, prepared by Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma, New York 11779, and complying with all the stipulations contained therein and will furnish the required Performance Bond; that he will start the work on October 15, 1985, and complete the work hereunder within 180 days; and that he will accept, in full payme' n�t thereof; the following lump sum price fo wit:$� �tota�I._ written in words . Bidder acknowledges receipt of Addenda as follows: signature signature signtur C-1 ADD ALTERNATE BIDS The following lump sum alternate bids are requested as additions to the lump sum base bid written above. It is to be clearly understood that the lump sum Base Bid amount does not include the labor, materials, or equipment necessary to complete the alternates listed below which are ADD alternates; and in the event any of the ADD alternates is accpeted, the amount listed below will be ADDED to the Base Bid. ADD ALTERNATE NO. 1 This alternate includes the following sections: 0210 - Preparation of Site, Clearing, Grubbing, & Demolition 0220 - Excavating, Filling, Backfilling, Trenching, Grading & Removal of Unsuitable Materials * *NOTE: All work under this section is included with the exception that fine grading is included with its respective item. ADD: �CJ� vLi4!gL,% t` oj> ,c,,� V, , t- t t� �.tic e S Cbl (ca t S (written in words) ADD: $ 17{ Soo - ADD ALTERNATE NO. 2 Sub -Base Course Type 1: Furnish and construct the sub -base course under all asphalt concrete pavements as shown on plan Sheets S-1 and S-2 and specified in Seciton 0254. ADD: �� e,t ��.a c 0 I 1,"r � (written in words ADD: $ ADD ALTERNATE NO. 3 Topsoil: Furnish and place topsoil, sod, and planting items as shown on Sheet S-3. ADD: _ L - U e- t . W-_ C c I (written in�word (L0- ADD: $ ,�� �%�'3 •(7 G� C-2 It r ADD ALTERNATE BIDS The following lump sum alternate bids are requested as additions to the lump sum base bid written above. It is to be clearly understood that the lump sum Base Bid amount does not include the labor, materials, or equipment necessary to complete the alternates listed below which are ADD alternates; and in the event any of the ADD alternates is accpeted, the amount listed below will be ADDED to the Base Bid. ADD ALTERNATE NO. 1 This alternate includes the following sections: 0210 - Preparation of Site, Clearing, Grubbing, & Demolition 0220 - Excavating, Filling, Backfilling, Trenching, Grading & Removal of Unsuitable Materials * *NOTE: All work under this section is included with the exception that fine grading is included with its respective item. ADD: �CJ� vLi4!gL,% t` oj> ,c,,� V, , t- t t� �.tic e S Cbl (ca t S (written in words) ADD: $ 17{ Soo - ADD ALTERNATE NO. 2 Sub -Base Course Type 1: Furnish and construct the sub -base course under all asphalt concrete pavements as shown on plan Sheets S-1 and S-2 and specified in Seciton 0254. ADD: �� e,t ��.a c 0 I 1,"r � (written in words ADD: $ ADD ALTERNATE NO. 3 Topsoil: Furnish and place topsoil, sod, and planting items as shown on Sheet S-3. ADD: _ L - U e- t . W-_ C c I (written in�word (L0- ADD: $ ,�� �%�'3 •(7 G� C-2 It ADD ALTERNATE NO. 4 Timber Guide Rail: Furnish and install timber guide rail as shown on sheets S-1 and S-2 (approximately 170 I.f.) ADD: -TtAO>Sc�. (written in words ADD:`1000 . va ADD ALTERNATE NO. 5 Chain Link Fence: Furnish and install chain link fence as shown on sheet S-1 (approximately 550 l.f.) ADD: 1� K--.. `yk-.0 I Nr.�� (written in words ADD: -' l; U 0, c' ADD ALTERNATE NO. 6 Paint roadway and parking lines as shown on sheets S-1 and S-2 and specified under Section 0265. ADD: I , L;o rt��6cj , c`, 0 kA z G 6L (written in words ADD: �9 d 10a .00 C-3 And he further agrees that if this proposal shall be accepted by the Owner and that if he shall refuse, fail or neglect to enter into a contract pursuant to such proposal and to the requirements of the Owner, and shall fail to give the required security within ten (10) days after notice of the acceptance of said proposal, shall have been deposited in the mail addressed to him at the address given in the proposal, then he shall be considered to have abandoned the contract and the sum represented by the certified check accompanying this proposal shall be forfeited to the Owner as liqui- dated damages; otherwise certified check shall be returned to the bidder within forty- five (45) days after the date of receiving bids. We, the undersigned, further agree that this proposal is a form bid and shall remain in effect for a period of forty-five (45) calendar days from the date of the opening of bids, and that within said period of forty-five (45) days, the'Owner will accept or reject this proposal or by mutual agreement may extend this time period. The following is a list of places where we have performed work of similar character and magnitude, together with references: Location Approximate Cost References � � l -l -o I � ��, ,�� � j / Y Ge✓ 7 CU, r'_•C%G �^ - c f'�'l + � �_ t � M i �Z_ t� ( IAC, S SCJ The full names and places of residence of all persons and parties interested as principals in the foregoing proposal are as follows: It A Signature of Bidder: U.S. Treasury No.. (L� 14 i3' 7I_((0 (T o o: Business Address: r. o `` GSC azC �� „`. <„ i, el N Place of Residence: _4 Date: r C-4 RESOLUTION Resolved that S" zr�. c� e_S 1 be (Name of Corporation authorized to sign and submit the bid or proposal of this corporation for the following project (Describe Project and to include in such bid or proposal the certificate as to non -collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and correct copy of the resolution adopted by corporation at a meet- ing of the Board of Directors hel'd on the 3 ' ' day of 19 (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-4, as amended effective September 1, 1965. C-6 NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION certifies that: 1. it intends to use the following listed construction trades in the work under the 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: and or, b, as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority man- power utilization goals and the specific affirmative action steps contained in said Part ll, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: G­��t and, 3. it will obtain from each of its subcontractors and submit to the contracting or admin- istering agency prior to the award of any sybcorrtragtor under this contract the sub- contractor certification required by these �id 6nd,tion . E �./' (Signature,of-Avfori zed Representative of Bidder) C-7 * � :;'•a�a,L+Ex*1®R ai-xrc ,o-...E..�;,�..�t a..� •.;,�; �. ,.,,.an;...:.x»„ir15;. _..�;za,; utrucyna;aa�.a�.�.�iF:.9iw � .. n�.�...,scv.,.oxv:;.;.�:;_..v..s..as.;.._..a,:e.s�.�cw-a...v:mw �.v.. ..,..s..�. ..-:. .a..,.,.u:�.�.a�4;-;.. THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Chesterfield Assc. Inc. 5 South Country Road @1.... 1.,11 nar..1 1••d adder.. O• fr�l arse of Cp^r.atr�,t Westhampton Beach, New York as Principal, hereinafter called the Principal, and Indemnity Insurance Conpany of North Arica 19C Microlab Road IMr•r r.N.r twit t.4m•r 1^d add -ns o' Irgal 1.11r of SwrefV11 Livingston, New Jersey 07039 a corporation duly organized under the lavas of the State of New York as Surety, hereinafter called the Surety, are held and firmly bound unto Town of Southold tHrfr •R%V” fwlt Ram* slid add,r.s o• Irpt our of Cherne•I as Obligee, hereinafter called the Obligee, in the sum of***FIF'= TF.OUSANDXX/100**** ****************************************************** Dollars (S 15, 000.00 ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Improvement for the cross sound ferry Site work and bldg. foundation Mote ^..•t Iwl: same add,". &Ad de.tr.01.0a of prolfCtl Contract No. 1985-1 . NOW. T M E R E F O R E, If The Ob'•gee shall accept the b -d of the Isr-c•pal and the Fr -mc -pal shall enter into a Contract w,.th the Obl gte 1n accordance wi-th the terms of sucn b.d air- g t such bond or bands as may be speclf-ed 1n the b•dd,ng Or Contract Documents v.1th good and wH,vtrit surety for tSe fa-thful performance of such Contract and for the prompt pa.r*ent of labor and mate•,al turn -shed In the pfosero.ur I'�l,ecf. Or in the hent Of the failure of Ihe,Pr.nr.pa( to enlet such Contract and g,%e such bond o! bonds, 11 the Pr nc pa' fr.60 pas 10 the Obl,Ere the d,herence not to exceed the penalt. hereof bet..een the amount spec.l•ed -n said bed and suc?, 'Vice' &- Cwnt for "hrch the Obl•ftee r*at in good eta th contract ...Ir anefr,r, part% to pefrn•m the Hort, covtted hs sa,d b r f`e^ tN• nhl.Fahon shad be null and .o -d othrr.,,se to remain it, lw!I force and effect signed and sealed this 30th day of July 1 , Chestegie7d soci,tA�, Inc. r i tJ (PrinGop''al1--- (Sea,) n I I `� ITrtfe... Indemnity Insurance Company of North America f5 r01 / (Sea:) f N ,fnesr ?� z Anthony J. ui , Attorney-in-fact ^14 00CL•Mtskst'kill • 11,11` �.��;t . "''k t>t . lfx•" u. 1,1 t;.. I"I ,. Ili r,C A,% ' SECTION C BID PROPOSAL SITE WORK AND BUILDING FOUNDATION WORK CONTRACT 1985-1 I! NAME OF BIDDER: TO: Town Board Town of Southold Main Road Southold, New York 11971 Gentlemen: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made withoutany connection, directly or indirectly with any other bidder for the some work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned Owner is or will be interested directly or in- directly, in the performance of the Contract, or the supplies relating to it, or in any portion of the profits thereof; that he has carefully examined the Contract Documents dated -_7/1/85 , including Bidding Requirements, Contract Forms, General and SpeciaConditions, Specifications, Contract Drawings, and Addenda, if any (NOTE: Acknowledgement of Addenda and their Dates must be included as indicated on bottom of page); that he has satisfied himself by personal examination of the site of the proposed work and by such other means as he may have chosen, as to the conditions and require- ments of the work; and that he proposes and agrees that if his proposal be accepted, he will contract to furnish all the materials and to perform all the work required to construct, perform, and complete the work at: Orient Point Ferry - Cross Sound Ferry Services, Inc. located in: Orient Point, New York for: Site Work and Building Foundation and all other work in connection therewith, in accordance with the Contract Documents and Addenda, if any, prepared by Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma, New York 11779, and complying with all the stipulations contained therein and will furnish the required Performance Bond; that he will start the work on October 15, 1985, and complete the work hereunder within 180 days; and that he will accept, fu���memen.�n thereof; the following lump sum price f wit: $ gi � OW t N StX THOUS 1:� written in words Bidder acknowledges receipt Addenda as follows: ADD&Iv Dum #k 1dL C444� signature gnature signture C-1 ADD ALTERNATE BIDS The following lump sum alternate bids are requested as additions to the lump sum base bid written above. It is to be clearly understood that the lump sum Base Bid amount does not include the labor, materials, or equipment necessary to complete the alternates listed below which are ADD alternates; and in the event any of the ADD alternates is accpeted, the amount listed below will be ADDED to the Base Bid. ADD ALTERNATE NO. 1 This alternate includes the following sections: 0210 - Preparation of Site, Clearing, Grubbing, & Demolition 0220 - Excavating, Filling, Backfilling, Trenching, Grading & Removal of Unsuitable Materials " "NOTE: All work under this section is included with the exception that fine grading is included with its respective item. ADD: Tt e4-yE 774Q QS-4AJb S E U,EtO AkJA J ber_b (written in words) [c� LL..r42S /41�i �.1 O C�, TS ADD: $ /2. 700 ADD ALTERNATE NO. 2 Sub -Base Course Type 1: Furnish and construct the sub -base course under all asphalt concrete pavements as shown on plan Sheets S-1 and S-2 and specified in Seciton 0254. ADD: YCI XIISEnJ TAfOtJS,4A11*l�0 LL.�42S ,c�,JZj (written in words /JO CEIJ7-S ADD: $ /5.000 ADD ALTERNATE NO. 3 Topsoil: Furnish and place topsoil, sod, and planting items as shown on Sheet S-3. ADD: O V e 72WQ C.ISgA)b Do u,*12 S AAJ D (written in words /JO C'�:_'M %S ADD: $ �OOO C-2 0 11 ADD ALTERNATE NO. 4 Timber Guide Rail: Furnish and install timber guide rail as shown on sheets S-1 and S-2 (approximately 170 l.f.) ADD: S/K 7-400S,4rJ1, A=1 iJ„E A�-CJ-#JA2E� (written in words)_ �OGLA�S /4tib i0o CEAJT-S ADD: �cTS00 ADD ALTERNATE NO. 5 Chain Link Fence: Furnish and install chain link fence as shown on sheet S-1 (approximately 550 l.f.) ADD: -r'&JEC„ UE 7?4W,54&Z Sty' AW/JDPM-b b6i (written in words) _ ApOh NO CEAJ7-S ADD: IZ� �DOO ADD ALTERNATE NO. 6 Paint roadway and parking lines as shown on sheets S-1 and S-2 and specified under Section 0265. ADD: OA1.E -/T40dS/4AJ-b DOLZAAE.S #}�Jb (written in words ,^Jd CEAJT"S ADD: !}000 C-3 e acceted y the Owner and that And he further agrees that if this proposal shtola contract pusuant'too such proposal if he shall refuse, fail or neglect to enter in Owner, and shall fail to give the required security and to the requirements of the he address given in the proposal, then he within ten (10) days after notice of thecatc eptance of said proposal, shall have been deposited in the mail addressed to him shall be considered to have abandoned the chal'I be ct ndrfeitesumd to reprthe sensedwner byliqui- datede certified check accompanying this proposal s damages; otherwise certified check shall be returned to the bidder within forty- five (45) days after the date of receiving bids. i We, the undersigned, further agree that thiss prposfrom the odate rm 'of the opening of bids, effect for a period of forty-five (45) c-fialendar (4 days the'Owner will accept or refect this and that within lridoffortyxtt nd) his time period. proposal or y mutuaagreement The following is a list of places where we have performed work of similar character and magnitude, together with references: Approximate Cost References Location T The full names and places of residence of all persons and parties interested as principals in the foregoing proposal are as follows: %I L.t� � t � IM r�• U.S. Treasury No.: 'Oe Business Address: („� c(1 �n ,,�^%' K.a�1/��h t� _ Tel No: Qd i '22.) Place of Residence: ��Q Date: V C-4 r r RESOLUTION Resolved that 1/1, be (Name of Corporation) authorized to sign and submit the bid or proposal of this corporation for the following project ..� 1Y1s�NOYCvAQHT �,�,' sS S4V►'�� �4-�1�V�L (Describe Project) and to include in such bid or proposal the certificate as to non -collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and correct copy of the resolution adopted by ' P T'N 17 S -T 1 CS corporation at a meet- ing of the Board of Directors held on the 1 day of (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-d, as amended effective September 1, 1965. C-6 r NEW YORK STATE AFFIRMATIVE ACTION CERTIFICATION (TO BE COMPLETED BY EACH BIDDER) IBidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: BIDDER'S CERTIFICATION N D vs -r-(2 I Ms (Bidder) certifies that: 1. it intends to use the following listed construction trades in the work under the contract Z 9 pj and, 2, a, as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: and or, b, as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority man- power utilization goals and the specific affirmative action steps contained in said Part II, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: and, 3. it will obtain from each of its subcontractors and submit to the contracting or admin- istering agency prior to the award of any subcontractor under this contract the sub- contractor certification required by these Bid Conditions. ( k nature of Authorized Rep sentative of Bidder) U THE AMERICAN INSURANCE COMPANY ❑ NATIONAL SURETY CORPORATION FIREMAN'S FUND ❑ ASSOCIATED INDEMNITY CORPORATION INSURANCE COMPANIES ❑ AMERICAN AUTOMOBILE INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: BID OR PROPOSAL BOND That We, I . P . I Industries 640 6th Street Ronkonkoma, NY (hereinafter called the principal), as principal, and Firemans Fund Insurance Company a corporation organ- ized and doing business under and by virtue of the laws of the State of C a 1 i f o r a i a , and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required or authorized by the laws of the State of any s t at as Surety, are held and firmly bound unto (hereinafter called the Obligee) Town of Southold in the just and full sum of 5% of amount b i d Dollars ($ ) lawful money of the United States of America, for the payment of which, well and truly to be made, we hereby bind ourselves and our and each of our successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the above bounden principal as aforesaid, is about to hand in and submit to the obligee a bid or proposal for the Site Work and Building Foundation Contract 11198` in accordance with the plans and specifications filed in the office of the obligee and under the notice inviting proposals therefor. NOW, THEREFORE, if the bid or proposal of said principal shall be accepted, and the contract for such work be awarded to the principal thereupon by the said obligee, and said principal shall enter into a contract and bond for the completion of said work as required by law, then this obligation to be null and void, otherwise to be and remain in full force and effect. IN WITNESS WHEREOF, said Principal and said Surety have caused these presents to be duly signed and sealed this day of July 31 119 85 360277-4-81 Firemans Fund Insurance Company_ Attorney -in -Fact Kenneth J. Costello SECTION C BID PROPOSAL SITE WORK AND BUILDING FOUNDATION WORK /-nK1TM A /^T 7 nOC 1 NAME OF BIDDER: TO: Town Board Town of Southold Main Road Southold, New York 11971 Gentlemen: The undersigned as bidder, declares that the only persons, company, or parties interested in this proposal as principals are named below; that this proposal is made without any connection, directly or indirectly with any other bidder for the some work; that it is in all respects fair and without collusion or fraud, and that no person acting for or employed by the aforementioned Owner is or will be interested directly or in- directly, in the performance of the Contract, or the supplies relating to it, or in any portion of the profits thereof; that he has carefully examined the Contract Documents dated '_ 7/1/85 , including Bidding Requirements, Contract Forms, General and Special Conditions, Specifications, Contract Drawings, and Addenda, if any (NOTE: Acknowledgement of Addenda and their Dates must be included as indicated on bottom of page); that he has satisfied himself by personal examination of the site of the proposed work and by such other means as he may have chosen, as to the conditions and require- ments of the work; and that he proposes and agrees that if his proposal be accepted, he will contract to furnish all the materials and to perform all the work required to construct, perform, and complete the work at: Orient Point Ferry - Cross Sound Ferry Services, Inc. located in: Orient Point, New York for: Site Work and Building Foundation and all other work in connection therewith, in accordance with the Contract Documents and Addenda, if any, prepared by Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma, New York 11779, and complying with all the stipulations contained therein and will furnish the required Performance Bond; that he will start the work on October 15, 1985, and complete the work hereunder within 180 days; and that he will accept, in full payment thereof;, the following lump sum price f wit: $ i7Z. / _ ,,Ire ACaw/�:c o scle" .Sive y ��ar.�.yij �f;-F lL�:ur.���/ (written in words) ' Bidder acknowledges receipt of Addenda hs follows: (sigriature gnature signture C-1 07 ADD ALTERNATE BIDS The following lump sum alternate bids are requested as additions to the lump sum base bid written above. It is to be clearly understood that the lump sum Base Bid amount does not include the labor, materials, or equipment necessary to complete the alternates listed below which are ADD alternates; and in the event any of the ADD alternates is accpeted, the amount listed below will be ADDED to the Base Bid. ADD ALTERNATE NO. 1 This alternate includes the following sections: 0210 - Preparation of Site, Clearing, Grubbing, & Demolition 0220 - Excavating, Filling, Backfilling, Trenching, Grading $ Removal of Unsuitable Materials * *NOTE: All work under this section is included with the exception that fine grading is included with its respective item. ADD: '/ X -i,,),, 4 , <)�G<.�'�> � ritte in words) / c� .lam ADD: $ (U gDD ADD ALTERNATE NO. 2 Sub -Base Course Type 1: Furnish and construct the sub -base course under all asphalt concrete pavements as shown on plan Sheets S-1 and S-2 and spec' ied in Seciton 02 4. V /(written jpf words)q -� �✓ ( SP" -,A ADD: $ ADD ALTERNATE NO. 3 Topsoil: Furnish and place topsoil, sod, and pl ADD: e, ee/1� (written in words -11� 6-tJ5 ing items as shown on Sheet S-3. )sAV_0 _ J?_klew 14C, ZVU2 C-2 ADD: $ ADD ALTERNATE NO. 4 Timber Guide Rail: Furnish and install timber guide it as shown on sheets S-1 andel S�-2 (approximately 170 l.f.) ADD:-G�I/(fA/ D �J S `t�j cvo �/ f 1S (written in words),,� CIO AC 6?— - ADD: De) ADD ALTERNATE NO. 5 Chain Link Fence: Furnish and install chai link fence as shown on sheet S-1 (a proximantellyy 5550 1 .) ADD: (written in words)pp ADD: tS�DD. ADD ALTERNATE NO. 6 Paint roadway and parking lines as shown on sheets S-1 and S-2 and specified under Section 0265. ADD: �O/�/C`' �G�/''''l/.� C_Y� `! /,`S'a (written in words ADD: C-3 And he further agrees that if this proposal shall be accepted by the Owner and that if he shall refuse, fail or neglect to enter into a contract pursuant to such proposal and to the requirements of the Owner, and shall fail to give the required security within ten (10) days after notice of the acceptance of said proposal, shall have been deposited in the mail addressed to him at the address given in the proposal, then he shall be considered to have abandoned the contract and the sum represented by the certified check accompanying this proposal shall be forfeited to the Owner as liqui- dated damages; otherwise certified check shall be returned to the bidder within forty- five (45) days after the date of receiving bids. We, the undersigned, further agree that this proposal is a form bid and shall remain in effect for a period of forty-five (45) calendar days from the date of the opening of bids, and that within said period of forty-five (45) days, the -Owner will accept or reject this proposal or by mutual agreement may extend this time period. The following is a list of places where we have performed work of similar character and magnitude, together with references: cation f7 Appr,ximate Cost L-__JReferences ��F 4 % -I CJ t'-, 84 c CI The full names and places of residence of all persons and parties interested as principals in the foregoing proposal are as folio s: A)z �1 Signature of Bidder: U.S. Treasury No. - Business Address:> k a o/�' _ No: 3 — `yJ Place of Residence: /7 � -� A `�-�� Date: � - C-4 RESOLUTION Resolved that �_', �, (/ ---, / r Lc� be Name of Cor orati6h authorized to sign and submit the bidyoposal of this corporation for the following project v C �`� 14,2 A,_1 k - CJI✓ �A ,fl-G� � L �(�V " (Describe Project) and to include in such bid or proposal the certificate as to non -collusion required by section one -hundred -three -d (103-d) of the General Municipal Law as the act and deed of such corporation, and for any inaccuracies or mis-statements in such certificate this corporate bidder shall be liable under the penalties of perjury. The foregoing is a true and corr ct copy of the resolution adopted by__1',),j#,, ,),j r-- ��, corporation at a meet- ing of the Board of Directors held on the /7 day of r (SEAL OF THE CORPORATION) Laws of New York, 1965 Ch. 751, Sec. 103-4, as amended effective September 1, 1965. C-6 C 0 NEW YORK STATE, AFFIRMATIVE ACTION CERTIFICATION . (TO BE COMPLETED BY EACH BIDDER) Bidder's Certifications: A bidder will not be eligible for award of a contract under this Invitation for Bids unless such bidder has submitted as a part of its bid the following certification, which will be deemed a part of the resulting contract: B DD%EER'S CE TIFIC TI N •" J � R � / "S/3 moi-- � 2 certifies that: 1. it intends to use the following listed construction trades in the work under the contract �/} ' / Y V f A-{� �� C- �� � �...i� cal �.�.. �l ,..v s..Z /� f !�- A- > �, %Z: ; ana, 2. a. as to those trades set forth in the preceding paragraph one hereof for which it is eligible under Part I of these Bid Conditions for participation in the Nassau -Suffolk County Plan it will comply with the said County area within the scope of coverage of that Plan, those trades being: and/or b. as to those trades for which it is required by these Bid Conditions to comply with Part II of these Bid Conditions, it adopts the minimum minority man- power utilization goals and the specific affirmative action steps contained in said Part ll, for all construction work (both state and non -state) in the afore -mentioned area subject to these Bid Conditions, those trades being: Ca.tir . , z A4 "I ; and, 3. it will obtain from each of its subcontractors and submit to the contracting or admin- istering agency prior to the award of any subcontractor under this contrac the sub- contractor certification required by these Bid Condition j. (Signat re of Authorized Representative of Bidder) C-7 THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we SOUTH FORK ASPHALT CORP. Springs Fireplace Rd., East Hampt n, �y 11937 as Principal, hereinafter called the Principap and Seaboard Surety Company, of New York, New York, a corporation duly organized under the laws of the State of New York, as Surety, hereinafter called the Surety, are held and firmly bound unto TOWN OF SOUTHOLD as Obligee, hereinafter called the Obligee, in the sum of FIVE PERCENT OF PROPSAL PRICE Dollars ($ 5% of P.P. for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Improvements for Cross Sound Ferry Services,Inc. Contract 1985-1 NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 1st day of Aug t 19 85 SOUTH FOYVASPHA C P. (Seal) (Witness) BY: (Title) ill SEABOARD SURETY COMPANY 2� (Surety) (Seal) ( 'it ne/ BY. � Attorney -In -Fact Eleanor Doudera (Title) AIA DOCUMENT A310 • BID BOND • AIA ® • FEBRUARY 1970 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 F. 890 REV. -9-70 HARD ASSOCIATES, P. Cm Landscape Architects, Architects, Engineers August 5, 1985 Richard MacMurray, Vice President Cross Sound Ferry Services, Inc. P.O. Box 33 New London, Conneticut 06320 Re: Site Work and Building Foundation Contract 1985-1, Orient Point Job #8413C Dear Mr. MacMurray: A copy of the Bid Spread Sheet, for the above -referenced project, is enclosed for your consideration. The bid of Stetler Brothers Contracting Corp is low for both the base bid and for base bid with add alternates. The bid of John T. Montecalvo is informal since no base bid was submitted. By terms of the Bid Proposal, the Town of Southold has 45 calendar days or September 16, 1985, to accept or reject the proposal. Reviewing the agreement between the State, Town, and yourself, the State is to furnish a total of $400,000 for Ferry Improvements. The Dolphin Contract was completed for a total amount of $2961020. The remaining State Funds available for this project are $103,980. Please advise us of your intentions in writing. Also, which add alternates would be by contract or by your forces. Add Alternates 1 and 2 must be used to proceed with the project; Add Alternates 3, 41, 5 and 6 could be deferred. If you have any questions, please do not hesitate to call. Thank you for your consideration and attention. Very truly yours, w Orig. Randall Woodard, P.E. Co�-'ics T.C. .B. Atty. R`'l:vw Enclosure Adg. Date cc: Foster Beach, P.E., NYSDOT Region Planner Francis Murphy, Supervisor, Town of Southold File Robert Tasker, Attorney, Town of Southold LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE. RONKONKOMA. NEW YORK 11779 (516) 588-2626 In-,' WEST MAIN STREET,LITTLE FALLS. N.Y. 13365 (315) 823-4363 • 69 EAST AVENUE, NORWALK, CT. 06851 (203) 853-3833 INC., -Site Work $ Bldg. Foundagion, Contract 111945 l August 1, 1905 �1 /AIlCI1. W.A. ESTIMATE S / a �( t w.;cim,rION Of' I11M fOlAL 011 QUAN,my 1 2 Did Security ✓�`.,c`✓b /5,000. au .S�„i� �S",``dc..�h ✓'-`'� 1��+d Receipt Of A-lAC,,AUM 111 13ASE DID TOTAL /.�/�S�Sn,00 /8�,��m, oo 177,69-4, oo 14? Aev,00 ADD ALT. 111 ClccirinU 8 CxecivotlonJM,00 /G., eeel +o yG; om. nn ADD ALT 112 Suis -i w,c Coursc ADD AI 'f 113 ADD ALT 111 Timber Guide Rail ADD ALT 115 " II _Chain-Link-fLnrn St'�1�. oo /:�, 000,eo /S, ono,uo „Q.1,!•00,an ��� 0na.�o /.5" %O, 0.0 I /7 Ile#' , no , I /-ecv, oo I `/,ew,, oo I 41-,52"0,06 I zee7o.00 I 7 Zzle,,o G,, Ooo, ao 7, non, n0 �ADQ JAI T 111, ((ll�•U✓�"D, oa �:L, lea, oo /, noo, ao /, nno, ,no RY.D. e, C, I'rilnt ��,_,I�11[S�y Purl�in�Lltlyy._ .t G5, S3 3, ?37,J -do 2Y8, 832 22�ra, 2Vo 4 a t A"C EI.SIOR �� STATE OF N EW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 FRANKLIN E. WHITE COMMISSIONER September 11, 1985 Mr. Frank Murphy, Supervisor Town of Southold Main Road Southold, NY 11971 Dear Mr. Murphy: RE: Contract Award for sitework and building foundation PIN 095030301 By this letter, the New York State Department of Transportation approves the selection of Stetler Brothers Contracting Corp. to make site improvements and to construct a terminal building foundation at the Orient Point Ferry Terminal. The Town of Southold may now award the contract to Stetler Brothers Contracting Corp. Sincerely, E. WILSON CAMPBELL, Director Planning Division cc: Foster Beach, Region 10 Richard MacMurray, Cross Sound Ferry LEGAL NOTICE INVITATION TO BID IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southold will receive bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Im- provements for the Cross Sound Ferry Services, Inc, - Site Work and Building Foundation Work, Orient Point, New York", Con- tract No. 19854 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Landscape Ar- chitects, Architects, Engineers, 100 Arrival Avenue, Ronkonk- oma, New York 11779. Bids will be received at the Of- fice of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the . office. of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkonkoma, New York 11779, on July 15, 1985. A deposit of twenty-five ($25.00), cash or check, made payable to the Town of Southold will be required for one (1) copy of the Con act Documents. There are no 4funds. Plans, drawings and specifica- tions may be examined at the of- fice of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., *nday through Friday. This invitation to bid4s not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a con- tract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any for- malities to reject any or all bids, and +o retain, bids for 45 days fro Ste of .t ' t. The CON - TR ---XOR may `clot withdraw his bid during this period. Bid Security in tWform of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be re- quired of the succeq&l bidder. Please advise if 0 intend to bid or not. DATED: July 2,191 BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK 1TJyll-4952 STATE OF NEW YORK 1 SS: COUNTY OF SUFFOLK 1 ANNA LEKKAS of Greenport, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Greenport, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for one weeks successively, commencing on the 11 day of July 19-8-5- X7 / Principal Clerk Sworn to before me thisI l ANN h9. ABATE y Of Ju 1 y19: EY PUBLIC, State of New York Su'foik County No. 4748183 r A) TeiT, Exnrres n,9arcn 30, 19—Ir 1 LXG-1!IOTICE INVITATI " BID IMPROVEMENTS FOR THECROSSSOUNDFERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southo l� receive bids for furni tabor, materials and equipment necessary for the satisfactory, completion of "Im- provements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New. :Vork", Con- tract. No. 1985-1 iccordance with the plans, dri6kings and specifications prepared by Ward Associates, P.C., Landscape Ar- chitects, Architects, Engineers, 100 Arrival Avenue aRonkonk- oma, New York 11779. Bids will be received at the Of- fice of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the office of Ward Associates, P.C., Long Is MacArthur Airport, Term in Building, 100 Arrival Avenue, Ronkonkoma, New York 11779, on July 15, 1985. A deposit of twenty-five ($25.00), cash or check, made payable to the Town of Southold will be required for one (1) copy of the Contract Documents. There are no refunds. Plans, drawings and specifica- tions may be examined at the of- fice of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a con- tract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive _ any for- malities to reject any or all bids, & �� re�a' :bids for 45 days fron, data' of The CON- TRACTOR maywithdraw his bid di$�ing Bid Security in t1i of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance' a4 Payment Bonds in the amourt of 100% of the Contract Pric4lwill be re- quired of the succedfful bidder. Please advise if you intend to bid or not. DATED: July 2, 1985 BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK 1TJy11-4952 STATE OF NEW YORK 1 1 SS: COUNTY OF SUFFOLK 1 ANNA LEKKAS of Greenport, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Greenport, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for one weeks successively, commencing on the 11 day of J11 I y 19z_5__ PrincipalClerk Sworn to before me this 1 1 da of Ju 1 Y 19 $ 5 ANN M. ABATE TAff PUBLIC. No of New York aflolk County No. x'48183 l term Erprre� Mercn 30, 19 51 �� LEGAL NOTICE INVITATION TO BID IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town -Board of the Town of Southold will receive bids for furnishing of all Isibor, materials and equipment necessary for the satisfactory completion of "Im- provements for the Cross Sound Ferry Services, Inc, - Site Work and Building Foundation Work, Orient Point, New York", Con- tract No. 1985-1 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Landscape Ar- chitects, Architects, Engineers, 100 Arrival Avenue, Ronkonk- oma, New York 11779. Bids will be received at the Of- fice of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkonkoma, New York 11779, on July 15, 1985. A deposit of twenty-five ($25.00), cash or check, made payable to the TAwn of Southold will be required for one (1) copy of the Contract Documents. There are no refunds. Plans, drawings and specifica- tions may be examined at the of- fice of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a con- tract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any for- malities to reject any or all bids, an retain -bids for 45 days from date of Ipt. The CON - TRACTORt withdraw his bid durinseriod. Bid Security iirNorm of a certified chee r 3!d nd in the amount of 5% f ilie Base Bid will be required of each bidder. Performance and Payment Bonds in the -in o of 100% of the Contract PricW, 11 be re- quired of the succe 1 bidder. Please advise if you intend to bid or not. DATED: July 2, 1985 BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK 1TJyll-4952 STATE OF NEW YORK 1 1 SS: COUNTY OF SUFFOLK 1 ANNA LEKKAS of Greenport, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Greenport, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for one weeks successively, commencing on the 11 day of July 1985 C/✓ Y� ��" .�'C.-�� l\ �,���(-`ted Principal Clerk Sworn to before me this 11 44 ANN M. ABATE da of au lam- 19X PUBLIC, State of New cork may)) Su fnik County No, 4748183 �erm EYp res M IJ/U / arrh 30, 10-T LEGAL NOTICE INVITATION TO BID COUNTY OF SUFFOLK IMPROVEMENTS FOR THE ss: CROSS SOUND FERRY STATE OF NEW YORK SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southold will receive bids for furnishing of all labor, materials and equipment ne- cessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York," Con- tract No. 1985-1 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Land- scape Architects, Architects, Engineers, 100 Arrival Av- enue, Ronkonkoma, New York 11779. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, `Southold, New York, until 2:00 p.m., August 1, 1985. - - Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkon- koma, New York 11779, on July 15, 1985. A deposit of twenty - five ($25.00), cash or check, made payable to the Town of South- old will be required for one (1) copy of the Contract Docu- ments. There are no refunds. Plans, drawings and specifi- cations may be examined at the office of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for perform- ance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest respon- sible bidder. The Town of Southold re- serves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of eaclyN bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bid- der. Please advise •if you intend to bid or not. DATED: July 2, 1985. BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK 1T-7/11/85(7) 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 a printed copy, has been published in said Long Island Traveler -Watchman once each week for ......................... weeks successively, commencing on the ......... ....... Sworn to before me this ......... `............ day of .......... ........ , 19 . �. . i :LZT .._-.... Notary Public BARBARA FORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Comrnission Expires March 30, 19 k" 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 a printed copy, has been published in said Long Island Traveler -Watchman once each week for .................. �....... weeks successively, commencing on the ......... /�.......... day y�...., 19 .� Sworn to before me this ..................... day of 19 . qtl -, ... ........................ Notary Public BARBARA FORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Commission Expires March 30, 19 C6 LEGAL NOTICE INVITATION TO BID IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southold will receive_ bids for furnishing of all labor, materials and equipment ne- cessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York," Con- tract No. 1985-1 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Land- scape Architects, Architects, Engineers, 100 Arrival Av- enue, Ronkonkoma, New York 11779. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. - - Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkon- koma, New York 11779, on July 15, 1985. A deposit of twenty - five ($25.00), cash or check, made payable to the Town of South- old will be required for one (1) copy of the Contract Docu- ments. There are no refunds. Plans, drawings and specifi- cations may be examined at the office of Ward Associates, P.C., during normal working hours, 1:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for perform- ance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest respon- sible bidder. The Town of Southold re- serves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bid- der. Please advise if you intend to bid or not. DATED: July 2, 1985. BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK 1T-7/11/85(7) 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 a printed copy, has been published in said Long Island Traveler -Watchman once each week for .......................... weeks successively, commencing on the ..................... . day `�.L:�� ......, 19 .. ?.. .. . . —. -.. .. ii Sworn to before me this ..................... day of .........y4........ 19..<. ................. Notary Public BARBARA FORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Commission Expires March 30, 19"L COUNTY OF SUFFOLK STATE OF NEW YORK ss: 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 a printed copy, has been published in said Long Island Traveler -Watchman once each week for .......................... weeks successively, commencing on the ....... ��......... . day } �I ......, 19 .�5. .... ...... ...../ .. ........ 744 Sworn to before me this ....... ............ day of ........ � .......,19.7 ............... ............. Notary Public BARBARA FORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Commission Expires March 30, 19 S-6 LEGAL NOTICE INVITATION TO BID IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southold will receive bids for furnishing of all labor, materials and equipment ne- cessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York," Con- tract No. 1985-1 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Land- scape Architects, Architects, Engineers, 100 Arrival Av- enue, Ronkonkoma, New York 11779. Bids will be received -at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkon- koma, New York 11779, on July 15, 1985. A deposit of twenty - five ($25.00), cash or check, made payable to the Town of South- old will be required for one (1) copy of the Contract Docu- ments. There are no refunds. Plans, drawings and specifi- cations may be examined at the office of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for perform- ance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest respon- sible bidder. The Town of Southold re- serves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bid- der. Please advise if you intend to bid or not. DATED: July 2, 1985. BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK 1T-7/11/85(7) COUNTY OF SUFFOLK STATE OF NEW YORK ss: 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 a printed copy, has been published in said Long Island Traveler -Watchman once each week for ............... / .......... weeks successively, commencing on the ..................... . da f ..... .'% ..., 19 -c��:• Sworn to before me this ........ //........... day of �y} ........ 19.E/J~ L/ Notary Public BARBARA FORBES Notary Public, State of New York No. 4806946 Qualified in Suffolk County Commission Expires March 30, 19 ~4 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 a printed copy, has been published in said Long Island Traveler -Watchman once each week for .............../.......... weeks successively, commencing on the ........ .............. da f..... .... ...... ,19f).. .... .......... .....�,�/ .1..... Sworn to before me this ........ //. .......... day of ........?. 1 ........ , 19 . r�J ............................................... Notary Public BARBARA FORBES Notary Public, State of New York No. 4846846 Qualified in Suffolk County Commission Expires March 3o, 19 �6 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 she is over the age of twenty-one years; that on the 5th day of July 1985 , 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 Bulletin Board, Southold Town Hall, Main Road, Southold, New York 11971. Legal Notice, Invitation to Bid, Improvements for the Cross Sound Ferry Services, Inc., Site Work and Building Foundation. Bid opening: 2:00 P.M., August 1, 1985, Southold Town Hall. �L L. Judith T. Terry Southold Town Clerk Sworn to before me this 5th day of July 19 85 Notary Public c ELIZABETH ANN NEVILLE NOTARY PUBLIC, State of New York No. 52.8125850, Suffolk County Term Expires March 34 19Ls.6 LEGAL NOTICE INVITATION TO BID s IMPROVEMENTS FOR THE - CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southold will receive bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York", Contract No. 1985=1 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Landscape Architects, Architects, Engineers, 100 Arrival Avenue, Ronkonkoma, New York 11779. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkonkoma, New York 11779, on July 15, 1985. A deposit of twenty-five ($25.00), cash or check, made payable to the Town of Southold will be required for one (1) copy of the Contract Documents. There are no refunds. Plans, drawings and specifications may be examined at the office of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest reponsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED : July 2, 1985 BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK * 'Page 2 - Notice to Bidders Cross Sound Ferry Services, Inc. PLEASE PUBLISH ONCE, JULY 11, 1985, AND FORWARD THREE (3) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler -Watchman Town Board Members Town Clerk's Bulletin Board R. Woodard, P.E., Ward Associates, P.C. Richard MacMurray, Cross Sound Ferry Services, Inc. CI Judy: • Call Mr. Woodward 1st thing Wednesdav morning 588-2626 He would like an advertisement for bids to go to the papers on Monday, July 8th to be published on Thursday, July 11th stating that plans will be available at Ward Associates on July 15, 1985 for the Cross Sound Ferry. The Bid Opening will be at 2:00 P.M. on August 1, 1985. It is very important that you call him first thing Wednesday because he will be going off to Block Island shortly thereafter and must speak to you first.! LEGAL NOTICE INVITATION TO BID IMPROVEMENTS FOR THE -_ CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southold will receive bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York", Contract No. 1985-1 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Landscape Architects, Architects, Engineers, 100 Arrival Avenue, Ronkonkoma, New York 11779. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkonkoma, New York 11779, on July 15, 1985. A deposit of twenty-five ($25.00), cash or check, made payable to the Town of Southold will be required for one (1) copy of the Contract Documents. There are no refunds. Plans, drawings and specifications may be examined at the office of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest reponsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED : July 2, 1985 BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK Page 2 - Notice Cross to aders Sound Ferry Services, Inc. PLEASE PUBLISH ONCE, JULY 11, 1985, AND FORWARD THREE (3) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler -Watchman Town Board Members Town Clerk's Bulletin Board R. Woodard, P.E., Ward Associates, P.C. Richard MacMurray, Cross Sound Ferry Services, Inc. LEGAL NOTICE INVITATION TO BID 11 IMPROVEMENTS FOR THE— CROSS SOUND FERRY SERVICES, INC. SITE WORK AND BUILDING FOUNDATION The Town Board of the Town of Southold will receive bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York", Contract No. 1985=1 in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., Landscape Architects, Architects, Engineers, 100 Arrival Avenue, Ronkonkoma, New York 11779. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York, until 2:00 p.m., August 1, 1985. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, Terminal Building, 100 Arrival Avenue, Ronkonkoma, New York 11779, on July 15, 1985. A deposit of twenty-five ($25.00), cash or check, made payable to the Town of Southold will be required for one (1) copy of the Contract Documents. There are no refunds. Plans, drawings and specifications may be examined at the office of Ward Associates, P.C., during normal working hours, 9:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Southold, New York, between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest reponsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from_ date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED : July 2, 1985 W. BY ORDER OF SOUTHOLD TOWN BOARD BY: JUDITH T. TERRY SOUTHOLD TOWN CLERK Page 2 - Notice to aders Cross Sound Ferry Services, Inc. • PLEASE PUBLISH ONCE, JULY 11, 1985, AND FORWARD THREE (3) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times The Long Island Traveler -Watchman Town Board Members Town Clerk's Bulletin Board R. Woodard, P.E., Ward Associates, P.C. Richard MacMurray, Cross Sound Ferry Services, Inc. JUDITH T. TERRY TOWN CLERK REGISTRAR OP VITAL S -I X IISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 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 MARCH 26, '1985.- RESOLVED 1985: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Services, Inc. - Site Work and Building Foundation Work, Orient Point, New York," all in accordance with the plans, drawings and specifications prepared by Ward Associates, P.C., and approved by Town Attorney Tasker. �u ith T. Terry 7� Southold Town Clerk STATE OF N EW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 JAMES L. LAROCCA COMMISSIONER Mr. Frank Murphy, Supervisor Town of Southold Main Road Southold NY 11971. rvaniK- Dear Mr- �rphy: n TG4i M,f Y !m .. ',l'b,3 tl Y�s LD Re: Revised Plans and Specifi- cations PIN 095030301 By this letter, the New York State Department of Transportation approves the revised plans and specifications for site work and a terminal building foundation at the Orient Point Ferry Terminal. The Town of Southold may now proceed toward advertising for bids and contract letting. Sincerely, E. WILSON CAMPBELL, Director Planning Division CC: Foster Beach, III, Region 10 Richard MacMurray, Cross Sound Ferry JUDITH T. TERRY TOWN CLERK REGISTRAR or VITAL SrarisTics OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January. 9, 1985 Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516)7(,5-1801 Randall Woodard, P.E. Ward Associates, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11779 Dear Mr. Woodard: Attached hereto is a certified copy of the resolution adopted by the Southold Town Board at their January 8th regular meeting accepting the bid 'of George W. Rogers Construction Corporation for Contract :1984.1, Improvements for Cross Sound Ferry Services, Inc., Orient, New York. Very truly yours, eiw - Judith T. Terry Southold Town Clerk Attachment i Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 JUDITH T. TERRY TELEPHONE TOWN CLERK (516) 765-1801 REGISTRAR Or VITAL S'I A I ISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JANUARY 8, 1985: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid'of George W. Rogers Construction Corporation, in the amount of $287,420."00 for Contract .1984-1, DolphinImprove- ments, Cross Sound Ferry Services, Inc., Orient, New York, as approved by the New York State Department of Transportation, and be it further RESOLVED that Supervisor Francis J. Murphy be and he hereby is authorized and directed to execute a contract with George W. Rogers Construction Corporation for the aforementioned project. T. Judith TT. Terry Southold Town Clerk 0 *ILL. STATE OF N EW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 JAMES L. LAROCCA COMMISSIONER JAN 4 198c Mr. Frank Murphy, Supervisor Town of Southold Main Road Southold, NY 11971 Dear Mr. Murphy: JAN -- 7 - RE: Contract Award for Dolphin Work PIN 095030301 By this letter, the New York State Department of Transportation approves the selection of George W. Rogers Construction Corp. to make dolphin improvements at the Orient Point Ferry Terminal. The Town of Southold may now award contract 1984-1 to George W. Rogers Construction Corp. Sincerely, *V E. WILSON CAMPBEL Director Planning Division CC: Foster Beach, Region 10 Richard MacMurray, Cross Sound Ferry • WARD ASSOCIATES, P. ` o Landscape Architects, Architects, Engineers December 18, 1984 Town Board Town of Southold Main Road Southold, New York 11971 OEC 2 01964 T ,W., 4'1^rk Cnewo%e}d Re: Improvements for Cross Sound Ferry Services Inc. Orient, New York - Job #8413 Gentlemen: Bids were received for Contract 1984-1, Dolphin Improvements, by the Town on December 7, 1984. We understand from discussion with Cross Sound Ferry Services, Inc., that it is their desire to proceed with the project using the scope of the base bid. We have reviewed the bids and hereby recommend Contract 1984-1 to the low bidder, George W. Rogers Construction Corporation, for the amount of $287,420.00. The attached spread sheed showing all bids and the engineer's estimate is for your information. The contractor has the equipment and manpower to satisfactory perform this type of work. Thank you for your attention. Very truly yours, Randall Woodard, P.E. RW:am Attachment cc: R. MacMurray, Cross Sound Ferry Services LONG ISLAND MACARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 IMPROVEMENTS FOR THE CROSS SOUND FERRY SERVICES, INC. Contract 1984-1, Dolphin Construction Town of Southold Bids taken 12/7/84 Base Bidder Bid Alt. "A" Alt. "B" Alt. "C" George Rogers $287,420.00 $474,700.00 $324,980.00 $537,075.00 Gates Construction 298,000.00 496,000.00 341,000.00 565,000.00 Engineer's Estimate 305,000.00 484;000.00 367,000.00 575,000.00 hesterfield ssociates Inc. Contractors Engineers Town Board Southold, N.Y. Gentlemen: RMIVW ' JAK 7 05 trwn aeric socr6eM P.O. Box 1229, Westhampton Beach, N.Y. 11978 1/4/85 While we did pick up a set of plans for the Orient Ferry slip improvements, we elected not to place a bid due to some design inconsistancies we felt would hamper efficient installation of the dolphin structures. However, if the project is reviewed with an eye towards responsible economy and placed out for another bid, would you kindly advise as we would then be pleased to take another look into submitting a bid. /cr Thank you. yours truly, 2' E. Davies Allan, pres. Office & Yard — 5 Country Road, Westhampton Beach Phone 516-288-2138 F-CEL00% STATE OF N EW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 ,JAMES L. LAROCCA COMMISSIONER NOV 19 1984 Mr. Frank Murphy, Supervisor Town of Southold Main Road Southold, NY 11971 F %C - Dear Mrlurphy: 0 RE: Revised Plans and Specifications August 20, 1984 PIN 095030301 By this letter, the New York State Department of Transportation approves the revised plans and specifications for dolphin work at the Orient Point Ferry Terminal. The Town of Southold may now proceed toward advertising for bids and contract letting. Sincerely, WAIL A-1 E. WILSON CAMPBELL, Director Planning Division CC: Foster Beach, Region 10 Richard MacMurray, Cross Sound Ferry LEGAL NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment ne- cessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Service, Inc., Orient Point, New York," Contract No. 1984-1 in accordance with the plans, drawings and specifica- tions prepared by DiCesare- Bentley Engineers, Inc., Gro- ton, Connecticut, and Besier, Gibble & Quirin, Consulting Engineers, Old Saybrook, Connecticut. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New ,York until 2:00 p.m., Friday, December 7, 1984. Plans will be available at the office of Ward Associates, P.C.; Long Island MacArthur Airport, 100 Arrival Avenue, Ronkonkoma, New York, on Wednesday, November 21, 1984. Plans, drawings and specifi- cations may be examined at the office of DiCesare-Bentley Engineers, Inc., and Ward Associates, P.C., Supervision Engineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, South- old Town Hall, Main Road, Southold, New York between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for perform- ance of the project. Should the Town of Southold decide to awad a contract, it shall be awarded to the lowest respon- sible bidder. The Town of Southold re- serves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of certified check or Bid Bond in the amount of 5% of the Base Bid will be requierd of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK 1T-11/21/84(1) 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 a printed copy, has been published in said Long Island Traveler-Wotch- mcn once each week for ....................... ..............weeks successively, commencing on the .................................... day of . ....................., 19........ Sworn to before me this ............ ................ day of N l C-Yn.�uZ' ................................................................................ Notary Public BARBARA rORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Conanission Expires March 30, 19eE' 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 a printed copy, has been published in said Long Island Traveler -Watch - mon once each week for....weeks .................................... successively, commencing on the .............a... . da} of ............. 1 ? �n�f`^�.........., 19...��..7 .............................l...5. Sworn to before me this ................................ day of ­­­ - - - 4 ........... I d .� ......................................................................... Notary Public BARBARA FORBES Notary public, State of New York No. 4806846 Qualified in Suffolk County Con►m6s:on Expires March 3o, 19,'E LEGAL NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment ne- cessary for the satisfactory completion of "Improvements for the Cross Sound Perry Service, Inc., Orient Point, New York," Contract No. 1984-1 in accordance with the plans; drawings and specifica. tions prepared by DiCesare- Bentley Engineers, Inc., Gro- ton, Connecticut, and Besier, Gibble & Quirin, Consulting Engineers, Old Saybrook, Connecticut. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New (York until 2:00 p.m., Friday, December 7, 1984. Plans will be available at the office of Ward Associates, P.C., Long Islam! MacArthur Airport, 100 Arrival Avenue, Ronkonkoma, New York, on Wednesday, November 21, 1984. Plans, drawings and specifi- cations may be examined at the office of DiCesare-Bentley Engineers, Inc., and Ward Associates, P.C., Supervision Engineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, South- old Town Hall, Main Road, Southold, New York between the hours of 9:00 a.m. and 5:00 p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for perform- ance of the project. Should the Town of Southold decide to awad a contract, it shall be awarded to the lowest respon- sible bidder. The Town of Southold re- serves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of certified check or Bid Bond in the amount of 5% of the Base Bid will be requierd of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK 1T-11/21/84(1) 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 a printed copy, has been published in said Long Island Traveler -Watch - mon once each week for .......................................weeks successively, commencing on the jF r.L ,�i.,/ c'ay .......................... 19........ ........................................................... Sworn to before me this ................. ............. day of � �`. :::.::: "�:`:...... 19...: 1 . .. z...... Z ..._�... ........................................................................ Notary Public BARBARA FORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Commission Expires March 30, 19 ��' 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 a printed copy, has been published in said Long Island Traveler -Watch- man once each week for weeks ....................................... successively, commencing on the ...................q................ e�„C` Q day..........�............................ 19........ ............................. .........C.�........ y ....... Sworn to before me this ......... `................... day of ............................., 19........ ....................... ................................... Notary Public BARBARA FORBES Notary Public, State of New York No. 4806846 Qualified in Suffolk County Commission Expires March 30, 19G Legal Notices LEGAL NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment necessary for the satisfactory`completion of "Im- provements for the Cross Sound Ferry Service, Inc., Orient Point, New York", Contract No. 1984-1 in accordance with the plans, drawings and specifications pre- pared by DiCesare-Bentley En- gineers, Inc., Groton, Connec- ticut, and Besier, Gibble & Quirin, Consulting Engineers, Old Saybrook, Conneacticut. Bids will be received at the Of- fice of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York until 2:00 P.m., Friday, December 7'1984 ' 1984. Plans will be available at the office of Ward Associates, P.C., Long -Island MacArthur Airport, 100 Arrival Avenue, Ronkonk- oma, New York, on Wednesday, November 21, 1984. Plans, drawings and specifica- tions may be examined at the of- fice of DiCesare-Bentley En- gineers, Inc., and Ward As- sociates, P.C., Supervision En- gineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York be- tween the hours of 9:00 a.m. and 5:00 p.m., Monday through Fri- day. NOTARY PUBLIC, State of New York No. 4796131, S001k County Term Expires March 30 194Y This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a con- tract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any for- malities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTACTOR may not with- draw his bid during this period. Bid Security in the form of cer- tified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be re- quired of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK 1TN22-4711 Greenport, in the Town "uffolk and State of New of which the annexed is n regularly published in )ach week for One mencing on the 2 19 84 Principal Sworn to before me this 22 dayof November 19 84 ,,?„ c; C t` r t c rt C Lt t,c LATE OF NEW YORK ) 1 SS: OUNTY OF SUFFOLK 1 ANNA LEKKAS of Greenport, in Ad County, being duly sworn, says that he/she is rincipal Clerk of THE SUFFOLK TIMES, a Weekly lewspaper, published at Greenport, in the Town f Southold, County of Suffolk and State of New ork, and that the Notice of which the annexed is printed copy, has been regularly published in aid Newspaper once each week for One veeks successively, commencing on the -22_ layof November jg 84 , Principal C ark Sworn to before me this 22 day of November 1a 84 JUDITH A. CH NOTARY PUBLIC, St telEN of New York No. 4796131, Suffolk County Term Expires March 30 1919;�- gucu ru c1. Legal Notices LEGAL NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Im- provements for the Cross Sound Ferry Service, Inc., Orient Point, New York", Contract No. 1984-1 in accordance with the plans, drawings and specifications pre- pared by DiCesare-Bentley En- gineers, Inc., Groton, Connec- ticut, and Besier, Gibble & Quirin, Consulting Engineers, Old Saybrook, Conneacticut. Bids will be received at the Of- fice of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York until 2:00 p.m., Friday, December 7, 1984. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, 100 Arrival Avenue, Ronkonk- oma, New York, on Wednesday, November 21, 1984. Plans, drawings and specifica- tions may be examined at the of- fice of DiCesare-Bentley En- gineers, Inc., and Ward As- sociates, P.C., Supervision En- gineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York be- tween the hours of 9:00 a.m. and 5:00 p.m., -Monday through Fri- day. WIRY PUBLIC, StITH A. ate lof New York No 4796131, Suffolk County Term &ptres Marcli 30 194;; STATC ne V ea&- "---- This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for performance of the project. Should the Town of Southold decide to award a con- tract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any for- malities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTACTOR may not with- draw his bid during this period. Bid Security in the form of cer- tified check or Bid Bond in the amount of 51% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be re- quired of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK 1TN22-4711 -- ��• oil cne to own Suffolk and State of New e of which the annexed is in regularly published in each week for ONE imencing on the 2 2 1984 Principal Clerk Sworn to before me this _22___ dayof November 1984 STATE OF NEW YORK ► ► SS: COUNTY OF SUFFOLK 1 ANNA LEKKAS of Greenport, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Greenport, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for ONE weeks successively, commencing on the 2 2 day of November 1984 Principal Clerk Sworn to before me this 2 2 JUDITH A CHIEN day of November 19_3_4 NOTARY PUBLIC, State of New York No. 4796131, Suffolk Coun Term Expires March 30 19t A a LEGAL NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Service, Inc., Orient Point, New York", Contract No. 1984-1 in accordance with the plans, drawings and specifications prepared by DiCesare-Bentley Engineers, Inc., Groton, Connecticut, and Besier, Gibble $ Quirin, Consulting Engineers, Old Saybrook, Connecticut. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York until 2:00 p.m., Friday, December 7, 1984. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, 100 Arrival Avenue, Ronkonkoma, New York, on Wednesday. November 21, 1984. Plans, drawings and specifications may be examined at the office of DiCesare-Bentley Engineers, Inc., and Ward Associates, P.C., Supervision Engineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York between the hours of 9:00 a.m. and 5:00p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Souphold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY_ ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK PLEASE PUBLISH ONCE., NOVEMBER 21, 1984, AND FORWARD THREE (3) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Long Island Traveler -Watchman The Suffolk Times Town Board Members Town Clerk's Bulletin Board Ward Associates, P.C. s LEGAL NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Service, Inc., Orient Point, New York", Contract No. 1984-1 in accordance with the plans, drawings and specifications prepared by DiCesare-Bentley Engineers, Inc., Groton, Connecticut, and Besier, Gibble 8, Quirin, Consulting Engineers, Old Saybrook, Connecticut. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York until 2:00 p.m., Friday, December 7, 1984. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, 100 Arrival Avenue, Ronkonkoma, New York, on Wednesday. November 21, 1984. Plans, drawings and specifications may be examined at the office of DiCesare-Bentley Engineers, Inc., and Ward Associates, P.C., Supervision Engineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York between the hours of 9:00 a.m. and 5:00p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Soughold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY__ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK O FFI ROBERT W.TASKER Town Attorney 425 MAIN ST. RECEIVED GREENPORT, L.I., NEW YORK 11944 ov 1 04 November 13, 1984 .�� Hon. Judith T. Terry Town Clerk Town of Southold Main Road Southold, New York 11971 Dear Judy: The bid documents now appear to be in proper form and, accordingly, I am enclosing herewith a copy of the Notice to Bidders and request that you arrange for publication in the official papers next week. Ward Associates have all of the bid documents and I believe that you should contract Mr. Randall Woodard of their office to supply you with sets of bid documents. You will note that the bids will be opened at your office on Friday, December 7, 1984, at 2:00 P.M. Yours very truly, c ROBERT W. TASKER RWT :aa TELEPHONE (516) 477-1400 T� LEGAL NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Service, Inc., Orient Point, New York", Contract No. 1984-1 in accordance with the plans, drawings and specifications prepared by DiCesare-Bentley Engineers, Inc., Groton, Connecticut, and Besier, Gibble & Quirin, Consulting Engineers, Old Saybrook, Connecticut. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York until 2:00 p.m., Friday, December 7, 1984. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, 100 Arrival Avenue, Ronkonkoma, New York, on Wednesday. November 21, 1984. Plans, drawings and specifications may be examined at the office of DiCesare-Bent ley Engineers, Inc., and Ward Associates, P.C., Supervision Engineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York between the hours of 9:00 a.m. and 5:00p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Soucthold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK PLEASE PUBLISH ONCE., NOVEMBER 21, 1984, AND FORWARD THREE (3) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Long Island Traveler -Watchman The Suffolk Times Town Board Members Town Clerk's Bulletin Board Ward Associates, P.C. LEGA NOTICE NOTICE INVITATION TO BID The Town Board of the Town of Southold will receive Bids for furnishing of all labor, materials and equipment necessary for the satisfactory completion of "Improvements for the Cross Sound Ferry Service, Inc., Orient Point, New York", Contract No. 1984-1 in accordance with the plans, drawings and specifications prepared by DiCesare-Bentley Engineers, Inc., Groton, Connecticut, and Besier, Gibble & Quirin, Consulting Engineers, Old Saybrook, Connecticut. Bids will be received at the Office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York until 2:00 p.m., Friday, December 7, 1984. Plans will be available at the office of Ward Associates, P.C., Long Island MacArthur Airport, 100 Arrival Avenue, Ronkonkoma, New York, bn Wednesday. November 21, 1984. Plans, drawings and specifications may be examined at the office of DiCesare-Bentley Engineers, Inc., and Ward Associates, P.C., Supervision Engineers, during normal working hours, 8:00 a.m. to 4:30 p.m., Monday through Friday, or at the office of the Southold Town Clerk, Southold Town Hall, Main Road, Southold, New York between the hours of 9:00 a.m. and 5:00p.m., Monday through Friday. This invitation to bid is not an offer and shall in no way bind the Town of Soughold to award a contract for performance of the project. Should the Town of Southold decide to award a contract, it shall be awarded to the lowest responsible bidder. The Town of Southold reserves the right to waive any formalities to reject any or all bids, and to retain bids for 45 days from the date of receipt. The CONTRACTOR may not withdraw his bid during this period. Bid Security in the form of certified check or Bid Bond in the amount of 5% of the Base Bid will be required of each bidder. Performance and Payment Bonds in the amounts of 100% of the Contract Price will be required of the successful bidder. Please advise if you intend to bid or not. DATED: November 15, 1984 BY ORDER OF THE SOUTHOLD TOWN BOARD BY JUDITH T. TERRY, TOWN CLERK PLEASE PUBLISH ONCE., NOVEMBER 21, 1984, AND FORWARD THREE (3) AFFIDAVITS OF PUBLICATION TO JUDITH T. TERRY, TOWN CLERK, TOWN HALL, MAIN ROAD, SOUTHOLD, NEW YORK 11971. Copies to the following: The Long Island Traveler -Watchman The Suffolk Times Town Board Members Town Clerk's Bulletin Board Ward Associates, P.C. SAM IPPOLITO REGIONAL DIRECTOR August 15, 1984 Honorable Francis J. Supervisor Town of Southold Town Hall, Main Road Southold, NY 11971 Dear Mr. Murphy: STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788 Murphy • C1 JAMES L. LAROCCA COMMISSIONER By our letter of June 12, 1984 we forwarded a copy of the Department's policy concerning the standards to be used in determining the lowest responsible bidder when the low bid is received from a firm under criminal indictment. For your information, I am enclosing an additional copy of this policy as well as listing those firms and individuals who have been debarred, disqualified or indicated. Name Ambrosio, Francis (Amphar Asphalt) Amfar Asphalt Corp. Amfar Contracting Corp. Farino, Anthony (Amphar Asphalt) Farino, Jack (Amphar Asphalt, Jafro) Hochreiter, Herbert (Lizza Industries) Jafro Contracting Corp. Lizza Industries, Inc. Lizza, Carl Jr. (Lizza Industries) Pike Industries Inc. Pike, L. M. (Pike Industries) Pike, Milo (Pike Industries) Pratt & Pratt Inc. Pratt, James J. Comment Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite Disqualified - Indefinite August 15, 1984 Page 2 In particular we want to emphasize that this policy also pertains to all subcontractors and that subcontractors should be approved by the sponsor. Please call Mr. Pomeranz at (516) 360-6131 if you need additional information or guidance in implementing this policy. Very truly yours, -dva�-M- Fo st J.Bea III Supervisor Planning & Development Attachment JAMEs L LAROCZCA COMMISSIONER t A L l` �iic3Cl�o STATE OF N EW YORK DEPARTMENT OFT RANSPORTATION ALBANY. N.Y. 12232 • DEPARTMENT POLICY CONCERNING REVIEW FOR AWARD OF A CONTRACT AND TO APPROVE A SUBCONTRACTOR This policy is to be utilized in connection with award of contracts and approval of subcontractors. Those Department employees involved in the process of reviewing and making recommendations for the award of contracts shall during their review examine, among other things, the corporate struc— tures and ou-nerS ip of the firms that submit bids for transportation projects. -id solicitations shall specify that information shall be furnished with, or 'e available at the time of, bid submission on the ownership and corporate s_ructure of the firms necessary to permit careful review by Department officials. :he same review process shall also apply to approval of proposed subcontractors, including the requirement for submission of information on ownership and corporate structure of such subcontractors at the time of request for approval. When the low bid for Department—sponsored work is received from a firm under criminal indictment, or an affiliated firm, or where a person who is a corporate officer or who has a major interest in such firm or is financially or otherwise connected with such a firm and such firm and/or individual is under indictment for conspiracy, bid rigging, collusion or other types of criminal indictments relating to projects undertaken at public expense, the Department employees shall inform Department Counsel. The same shall apply to a firm proposed for approval as a subcontractor. The Department Counsel shall review the indictment and circumstances which led to the indictment and shall offer the firm the opportunity to explain why they believe they should be considered a responsible bidder to whom an award could be made in the public interest. There shall be careful scrutiny and consideration of whether or not it will best promote the public interest to award a contract to such firm or approve such firm as a subcontractor. In connection with any such recommendation or determination, Department employees are instructed to look behind the veil of corporate entities which may have been created in order to circumvent considerations relative to the involvement of such indicted firms or individuals. All efforts must be made to see that the public interest is protected when considering doing business with a firm or individual under indictment. DATED: August 10, 1983 2����James L. Larocca to SAM IPPOLITO REGIONAL DIRECTOR August 24, 1984 . y STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788 Honorable Francis J. Murphy, Supervisor Town of Southold Town Hall, Main Road Southold, NY 11971 Dear Supervisor Murphy: JAMES L. LAROCCA COMMISSIONER Fir r~ AUG 28 1984 iL- �---. TQ1iVi (), SOU16-if7LD Attached for your information is an updated list of firms and individuals who have been debarred, disqualified or indicted in regard to the award of State contracts. This list applies to the Department's policy in determining the lowest responsible bidder when the low bid is received from a firm under criminal indictment. The list is also applicable in the selection of subcontractors. Sincerely, FOSTER J. $EAC II Supervisor Planning & Development Attachment 11ew York St:.ii: ilui-iimur t Of IranSpurtaLion JUIy 29, 1964 1111 S t I S f I S COMP I I E I) 1151 NG 1111 ORM.AT I ON FROM NUMEROUS SOURCE S. THE AUTHENTICITY OF THIS INFORMATION CANNOT RE GUARANTEED, QUESTIONS SHOUID 8E DIRECTED 10 IIIE APPROPRIATE CONTACT LISTED AT THE END OF THE LIST. (IE ISAI(ftED,__SIISPfNI)1I1�__INDICTFD__FIRMS AND_INDIVIDIIAIS M. C(iMMFNI./PERI00 OF DISHARRMENI AGENCY SPATE LOGNUMDER AI Electric Company, Inr_. Debarred 86/01/31-83/02/01 USD01_ Tennessee 000676 A Iuildiny Cuntr., Inc. Debarred 86/06/14-83/06/15 USDOL Arkansas 000677 Ab,irl. li . ny Service. Company Debarred 87/0:1/14-84/02/15 USDOL Massachusetts 000678 ABS Corporation Co. Debarred 87/02/14-84/02/15 USDOL Guam 000679 Accurate Itudi-Mix Debarred -Permanent DOT I I I inois 000309 A(:e PafLitioriS, Inc. Debarred 87/04/01-84/04/02 USDOL New York 000680 Aldi Cornl,any Information nut Available fIIWA Ilorida 000310 At Cat Ling Corp. Debarred USDOL New York 000681 All St.ai RCsLoiaLion, IUc. Uebariud 86/11/30-83/1?/O1 I1SDOl Kentucky 000682 A I I en, D. 1(. and Sura I ndef i it i to SUspQns i un FHWA North Carolina 000311 Allen, Uuurllas W. Debarred 81/03/14-84/03/15 IISDOL New York 000683 Allen, (,ary Pe Le r, Debarred 81/03/14-84/03/15 USDOL New York 000684 n Construut.ion Cu. Indefinite SUSpensinn FHWA Virginia 000312 �t41 A. rosin, frjilt. is (A.,uphar ASi,I,aIL) 0isyuaIified- In(leIiifite DOT NY 000147 A.nius n Wuh), Inc. Dubarred 84/08/21-08/28/81 1 144 Virginia 000004 n;lar Asphalt Corp. SusPcndod-IndcfiniL0 NYDOI NY 000120 Amfar ContrzcLiny Corp. Suspended -Indefinite NYDOT NY 000146 AAndcrson, St.ULL Uebarred 86/06/16-83/06/17 EPA Califurnia 000685 Anyr:dyl,, kichard Debarred 86/11/06-84/05/06 FHWA Michigan 000439 Ar;yleLun, .lan :.s Uebarred 86/06/30-83/01/01 USDOL_ Florida 000686 ant runic.k, (J;u::ter C. DL:bar/ed 86/0)/14-83/0!/15 t1SD01_ Arizona 000688 Antunick Dire—,ll Co., Inc. Debarred 86/0//14-83/01/15 I1SDOt. Arizona 000687 ArboyaSL, Paul (lord IIe:cLr,r. CO. Inc.) Convicted of Hid-rigginq Pennsylvania 000259 A:hillip"/ille Cmitracting Cu. IndefinILe SW+uriSiun IIIWA North Carolina 000314 1 New York State -Department or Transportation JTKY 29, 19814 DEHARRUO SUSP1g0LD, INDICTED FIRMS AND INDIVIDUALS DAME (.i)rit'll t 'LpElllui) ul .bl_uA4riHtlj1 AGIgjy STALL LOGNUMBER Ashland 011, Inc. Information not Available FIIWA South Carolina 000313 Ashland-Warren Inc. Debarred 85/05/06-82/05/07 FNWA Tennessee 000094 Atlas Pre Stressing Corp. Debarred 86/08%01-83/08/02 EPA California 000385 Augustus Constr. Co. Inc. Debarred 86/08/31-83/u9/01 USDOL Michigan 000691 Averill, Ernest, Jr. Debarred Open-83/12/02 EPA florida 000692 Barber, Lawrence Debarred 87/04/11-84/04/12 EPA North Carolina 000693 DBL. Leaslog Co. Debarred Open-74/12/16 USDOL North Carolina 000694 10ednar, Hubert J. Debarred Open-72/03/07 USDOL Pennsylvania 000695 ell, E. hay Debarred 86/10/31-83/11/01 USDOL aIifornis 000696 Bergstrom, Thomas P. Debarred 85/11/14-82/11/15 USDOL Iowa 000697 Derry, Edward R. Debarred 85/12/15-81/12/16 FIIWA Kansas 000011 best Industries, Inc. Debarred 86/05/01-83/05/02 USDOL California 000698 best-Way hiving Co. Debarred 85/06/17-84/06/17 FIIWA Colorado 000654 Hi-CounLy Cuost. Corp. Disqualified NYDOT Now York 000921 bibeau, Maurice Debarred 84/08/16-81/08/17 USDOL Connecticut 000699 Big Hurn Curistruction Debarred 86/01/11-84/01/12 FIIWA South Dakota 000376 Blackman, Hobert Debarred 85/05/21-83/12/21 FIIWA New Jersey 000316 hllrCktop CorlstruCLI011 Co. Inc. Indefinite Suspension FNWA Kansas 000315 bluunL Construction Co. Inc. Debarred 84/12/01-83/12/01 FIIWA Georgia 000260 001nL, Gc:urye C. (Blucrnt Constr.) Debarred 84/12/01-83/12/01 FIIWA Georgia 000261 nner, Roy S. Debarred 86/05/01-83/05/02 USDOL Alabama 000700 bunncr's Acoustical Contr. Inc. Debarred 86/05/01-83/05/02 USDOL Alabama 000701 buwe, Walsh, and Assoc. Iric. Debarred 86/011/13-83/04/14 EPA New York 000702 D,iwers LrCavaLirig & FenCing Debarred 84/12/21-83/06/27 EPA Oregon 000703 bowers, Joe Debarred 84/12/27-83/06/27 EPA Oreyon 000704 BuWerS, Juhn Debarred 84/12/21-83/06/27 EPA Oregon 000705 brarrsc;; , Henry S. Inc. Induflnito Sir spenslon FIIWA North Carolina 000317 Brashler Hoofing, Inc. Debarred 86/08/31-83/09/01 USDOL Alabama 000706 boashier, Lill T. Debarred 86/08/31-83/09/01 USDOL Alabama 000707 i 2 New York SLat@ DeharLment Of Transportation July 29, 1984 tUthlt Burns and bai,ur, Inc. [it itr,s and Spa rig Iar, Inc. C & W (,OilSLrucLiOn CO. Caldwell, Robert Carmen, lacy CarrolI Con1.r. & Redy-Mix Inc CIil I, I(iChdfit I ((;ttrrOI I ConLr. ChrISman, Rich W. Christian, burl Gene Clattsseit 11av11ly Co. Coastal bciid GauSL1, Co. Cull iitnti, JclIt Col lou, 0anIuI (:ulvin, Mace Colwell, flick Cuwl)le;Le Carl,enLrY, Inc. C01WItuLe IOtind.tLI011i Itt(:. CmwIt:Le Si;rvtces Curl). ger, J.W. and Stilts, Int:. Corr W. CerISLt Cu Cowan PIoducl.s Inc. Crettsh,iw (.un'Lr. Co. Crunsh.tw, I oc i I Ic Crcn:,li,d, RLI sSell U. C,tnwull COW, tr'uctoIS, Inc. C t Plumbinq & flea tifly Maintenance Corp 0.1 it tel, tluyLard k.. Oily, Richard halt.iL fence & Cleaning Service r Dial LlUCLri(: & Lnyinei:ring lnc. DI UALI(H[-D S1ISPFNDf 11_1 111) 1 Cl F, D._ FIRMS AND INDIVIDUALS _01 01 'U AhkIli (i I ACF NCY S I Al F LOGNFIMIIER Indefinite Suspension FRWA NC and VA 000318 Indefinite Suspension FRWA North Carolina 000319 111fUrlTiaLiOn not Avai Iable fIIWA SOULII Carol ina 000320 Debarred 86/05/01-83/05/02 USDOL Maryland 000708 Dubarred 86/08/31-83/09/01 USDOL Alabama 000709 Dobarred 84/12/17-8r1/06/17 FRWA Florida 000655 1)ebarrc:(1 84/12_/11-84/06/17 FUWA Florida 000665 Dobarred 86/05/01-83/05/02 USDOL California 000710 Dc barred 8'1/11/02-83/11/03 EPA Colorado 000711 Dobarred 85/03/06-83/03/07 FRWA Georgia 000098 [it:batiud 86/10/01-83/10/03 USDOL Texas 000712 Dobarred 85/01/31-82/02/01 USDOL NY 000378 Debarred 86/05/01-83/05/02 USDOt Maryland 000713 fit: barred 86/02/28-83/03/01 FISDOL Maine 000714 Dubarred 86/04/14-83/)4/15 USDOL Ohio 000715 Dubarred 81/0'1/01-84/114/02 USDOI New York 000716 Debarred 87/04/30-84/05/111 USDOL Massachusetts 000717 Indefinite Suspension IIIWA North Carolina 000321 Dubarred 85/0'.,/11-84/01/17 FIIWA Florida 000264 Dubarred 86/12/1/-84/06/17 IIIWA Florida 000656 U :ha r red 86/12/11-8'1/06/11 1 IIWA Colorado 000657 Dubarred 86/09/1If-83/09/15 USDOL California 000718 llcba r i cd 86/09/ 11t-83/09/ 15 USDOL Ca l i fo rn i a 000719 Dobarred 86/09/14-83/09/15 USDOL California 000720 lnformrttioil rtoL Available FRWA South Carolina 000322 Debarred 86/01/31-83/02/01 USDOL New York 000721 Dobarred 84/09/15-83/09/16 FIIWA Texas 000159 Debarred 87/04/3(1-84/(15/01 USDOL Massachusetts 000722 Debarred 86/112/;'8-83/03/01 i1SDOL California 000723 Debarrod 87/(12/14-84/02/15 USDOL Colorado 000724 3 New York State Department or Transportation Jing 29, 1 98t Nn14L Dickerson, Inc. Diodati, Angelo Dixie Asphalt Co. Dodge Llectric Co. Dodge, kicbard Dominion Paving d/b/a Tri -County Asphal layle Pass Development Co. Don, Jay S. (Dixie Asphalt) tdrsto Asphalt, Inc. Edmier, Ir,c. tdwards, Judy M. Edwards, konaid D. Idwards, Weltor J. Lyurtur Concrete Corp. LIS Industries LuurlsIon MarmfacturIrig , Inc. Ernest, L.C. Inc. Errichetti, Angelo J. tvanstun Fuul and Materials 0- Ino, Authuny (Amphir A,phalt) larrno, Jack (Amphar Asphalt, Jafro) Feature Ring Cu. Inc. Finley, Sam Inc. IIshback and Muure Inc. Fisher, Francis Fisher, Ja%us Fiske Constr. Co. Fiske, Ld�wln J. Flanagan, Joseph DC(lANltfDl_SIISI'EHDID—Ijf)ICIEI) f1101!;_A110 INDIVIDUALS GOM11[IIT[PLRIOUOfDISRARRMILNI AGENG SIAIL LOGNU14BER Debarred 85/05/14-82/11/15 FIIWA Florida 000090 Debarred 87/02/14-84/02/15 USDOL Massachusetts 000725 Debarred 8)1/10/10-82/10/11 FIIWA Florida 000026 Debarred 86/11/30-83/12/01 USDOL Massachusetts 000726 Debarred 86/11/30-83/12/01 USDOL Massachusetts 000727 t Information not Available FIIWA Virginia 000323 Debarred Open -74/12/16 USDOL Texas 000728 Debarred 84/10/10-82/10/11 FIIWA Florida 000027 Dobarred 811/11/011-82/05/05 FIIWA South Carolina 000028 Debarred-Permanunt FIIWA Illinois 000324 Debarred 86/02/28-83/03/01 USDOL California 000729 Debarred 86/01/31-83/02/01 USDOL Tennessee 000730 Debarred 86/01/31-83/02/01 USDOL Tennessee 000731 DIsquaIIfled NYDOT Now York 000922 Debarred 87/04/01-84/04/02' USDOL New York 000732 Debarred 85/05/21-83/12/21 FIIWA New Jersey 000325 Indicted -U.S. Attorney Con. FIIWA Pennsylvania 000303 Debarred 86/04/13-83/u4/14 EPA New Jersey 000733 Debarred-Pormanent EPA Illinois 000327 Suspendod-Indofinite NYDOT NY 000148 Suspended-Indofinite NYDOT NY 000149 Dubarrod-Indofinitely USDOL NY 000380 Information not Available FIIWA South Carolina 000328 Convicted of Did -rigging FIIWA Pennsylvania 000271 Debarred 81/04/30-84/05/01 USDOL Pennsylvania 000736 Debarred 87/04/30-8)1/05/01 USDOL Pennsylvania 000737 Debarred 81/04/30-84/05/01 USDOL Kentucky 000738 Debarred 87/04/30-84/05/01 USDOL Kentucky 000739 Debarred 85/05/16-82/05/17 USDOL NY 000381 4 New York Stdtt: DepartmonL of IransporLaLion .1t11y 29, 1984 DIUARRIO, .S0_;fFNDID, I1111IC_lfO FITats AND INDIVIDUALS NAMr COtii•1fN11PFRIDD 0F_1)1SBAFtl(MTtiI AGFNCY STATE LOG_NUMBER Flet Iron Paving Debarred 85/01/06-82/01/06 FIIWA New Mexico 000330 IIdL Iron Paving of Boulder Debarred 85/01/06-82/01/06 FIIWA New Mexico 000329 Flatiron Paving Co. of Greeley Debarred 8+1/10/09-82/01/06 FIIWA Colorado 000272 Iuley, 0oward P., Company Indicted-U.S. Attorney Gen. Pennsylvania 000273 0 rct.rmarl, Ant:+n 0. Debarred 84/08/31-81/09/01 USDOL Massachusetts 000740 Iriutlrich, Re11e Debarred 84/12/22-83/12/23 EPA California 000741 Ga* Martin Debarred 86/12/15-83/12/16 EPA New York 000742 Gali(Ido, Gasper Debarred 85/10/14-82/1015 USDOL California 000143 Gdnnaway, 1.M. 1)abarI,ed 86/10/02-83/10/03 USDOL Texas 000744 Duba rred 8 1/04/0 1 --84/04/02 FISDOL New York 000746 Garchimj,y, .1,0111 S. Dubarred Indol'iniLoly fI1WA New Jersey 000331 Garchinsky, John S., Inc. Debarred Indefinitely FIIWA New Jersey 000332 G:nurulli, J-s,tas Debarred 811/08/31-81/09/01 USDOL Massachusetts 000747 i, 1 1 I o r d, Cha r I e s W. Deba rred 87/03/ 111- 811/03/ 15 USDOL Arkansas 000748 Glassman, Ralph Dubarred 86/05/01-83/05/02 USDOL. Pennsylvania 000749 (;uudt:11 bIOL1wrs Inc. Dubarrud 86/06/11-84/06/11 1HWA Colorado 000658 G,tideI I, Gddlye 0ubarrud 86/06/17-811/06/11 11IWA Colorado 000666 G,udspuud, Io,bt.rL Debarred 81/04/11-84/04/12 EPA New Hampshire 000750 GO:s COnSL. Cu. Debarred 84/118/115-83/118/06 fIIWA Nebraska 000116 Gfavus, K.W. (Graves Constr. Co.) Debarred 84/011/05-83/08/06 FIIWA Nebraska 000117 Ho Icy Elut:Lriu Co. Inc. Debarred 86/08/31-83/09/01 USDOL Texas 000751 II,11ey, Charles k. Debarred 86/08/31-83/09/01 USDOL Texas 000752 ba ley, F_t:+lncl.t, A. bt;barrud 86/08/31-8.3/09/01 USDOL_ Texas 000753 Maley, Kunnurl1 PaItI Debarred 86/08/31-83/09/01 USDOL Texas 000754 Ila I uy, K i au: I .t J . Uuba rred 86/08/31-83/09/01 USDOL Texas 000755 HaII, Bobby J. Delia rred 86/05/01-83/05/02 USDOL Mississippi 000756 llancock, Kenneth M. (Uiyb Plaids Pavers) Debarred 84/09/15=83/09/16 FIIWA Texas 000160 Manson, Jaiw.:;, W. Dubarred 116/01/31-83/02/01 USDOL Colorado 000757 i1anstj:, .fames W. Deharred 86/01/31-83/02/01 USDOI Iowa 000758 0aruyana, liisashi Debarred 81/02/14-84/02/15 USDOL Guam 000760 5 New York State Department of Iransportation Ju-i9k 29, 1984 NAHL Heaton, Brenda liewitt Contracting Co. Inc. Hicks -fonder Division High Plains Pavers, Inc. lilynway Pa,-ers, Inc. 11I11, Carl V. Jr. III I ler, David W. 0nides, George lluchreiter, Herbert (IJ zza Industries) Holcomb Pluribing Co, inc. Holcomb-C0Wden Plumbing & Heating Inc. Holcomb, k.Aymund Ilolmus, Jimmy Dale Hume r, Brnce A. (Pike Ind.) Iluove r, Inc. Iloifie r, Robert (Graves Construction) Ilurton, Bobbie J. Huwuli LIectric Ilo.ol 1, itichard A. 0 ter, James C. liutton Constr. Co. Inc. Industrial Paving, InC. I(ILeg rIty StjrvIccs Inter -State Const. Co. Inzerc, Pasquale Inze►o Pic:;ebing Ac iluating Inc., P.J. J & W Contr. Co. Inc.. Jackson Paint Services Inc. Jackson, Manly DEEIARfi O,_SI)SPf t�Dt D, I Q I CT � .�RMS�yQ1401 VIDUALS c.uri lt.tLILti. 100 it AGEii_,' S [AT L t OGNUMf3ER Debarred 86/05/01-83/05/02 USDOL Alabama 000761 Debarred 84/12/17-84/06/17 FIIWA Florida 000659 Debarred Open -74/12/16 USDOL Texas 000763 Debarred 84/09/15-83/09/16 FIIWA Texas 000161 Debarred 85/04/21-83/04/22 FIIWA Florida 000106 Debarred 86/06/17-84/06/11 FIIWA Colorado 000667 Debarred 86/11/30-83/12/01 USDOL Kentucky 000764 Debarred 88/04/25-83/04/25 FIIWA New Jersey 000333 Suspended- InduflnIto NYDOT NY 000276 Debarred 86/11/30-83/12/01 USDOL Alabama 000765 Debarred 86/11/30-83/12/01 USDOL Alabama 000766 Debarred 86/11/30-83/12/01 USOOL Alabama 000767 Debarred 86/05/01-83/05/02 USDOL Mississippi 000768 Debarred 86/06/10-84/06/10 FIIWA Vermont 000668 Indefinite Suspension FIIWA VA and NC and SC 000334 Debarred 84/08/05-83/08/06 FIIWA Nebraska 000118 Debarred 86/02/28-83/u3/01 USDOL California 000769 Debarred 86/11/30-83/12/01 USDOL California 000770 Debarred 86/11/30-83/12/01 USDOL California 000771 Debarred 86/01/06-83/01/07 EPA California 000772 Debarred 85/06/30-82/07/01 USDOL Now Jersey 000773 Information riot Available FIIWA South Carolina 000335 Debarred 81/03/14-84/03/15 USDOL Arkansas 000774 Indefinite Suspension FIIWA Virginia 000336 Debarred 86/11/14-83/11/15 USDOL Connecticut 000775 Debarred 86/11/14-83/11/15 USDOL Connecticut 000828 Debarred 86/05/01-83/05/02 USDOL Maryland 000776 Debarred 86/05/01-83/05/02 USDOL Mississippi 000777 Debarred 86/06/26-83/06/27 EPA California 000778 6 fL,w York SLat.e DeI,artrnunL of IlanspurLation .)illy P'9, 198)4 I)I ))AttuI I), SW&I NDID, I ttl) I C 1 l,l) _ F I RMS ANI) . I NO IV I DUAI S NAME C(inm It I/ 1'i It 10D Uf U 1 _il AII1411_N 1 _ ACF NC_Y S I A I I l OGNLIMBE R ,l:r f ro Con t ra:: t i rig Corp. Suspended- I ride f n i i Le DOT NY 000158 J,u,,c:s t. Jef'tries CunsLr. Cu. Debarred 86/01/llt-83/07/15 USDOL Arizona 000779 a.,mes IluaLin,t & Air Conditiuninq Debarred 86/10/31-83/11/01 USDOL California 000780 ,1:11,es, Jerry Debarred 84/12/11-84/06/11 FH41A Georgia 0006169 lnIII :S, Jul,rl Dobarred 86/10/31-tf3/11/01 IISDOL California 000781 Jain,:s, Sundry Ucbarrt:d 861/10/31-83/11/01 111U0L California 000182 Ja, son Con tr. Co. Debir•red 86/01/14-83/0//15 UsD01. Oregon 000783 1 on, 8tar:ley Debarred 86/07/14-83/07/15 LISDOL Oregon 000784 Jantzen, Inc. Debarred Open-Pt/12116 USDOL Oregon 000185 J,.IIries, Jowt:s 11. Oub.lrred 86/01/14-It1/0//15 USDOL Arizona 000786 Johnson blob. 11LIIiLy, Paving Co. tndefi(Iite Suspension IIIWA North Carolina 000337 Juhi,sou Pluuibiny Cu. Inc., harry fit. bdr're:d 86/01/21-83/07/22 LPA Wa5hirlgton 000759 Juh,,,o1,, H,Irry Plumbinq Cu, inc:. III; barrcd 86/01/1'1-113101/22 1 -PA Wit sh i rig Lori 000395 1• I,ut.ur,, Jiwci,e 1 Du barred 8')/03/14-82/0.3/15 UsD01_ Ohio 000787 Jr,l,II ii I a r r y 1 Reba rred IS5/00 30-82/01/01 USDOI. Oh i o 000788 tut II;,un, 1 a, ry L. LAcavaLiny Inc, Debarred 85/0b/311-8)/07/01 USDOL Ohio 000789 Ic lu,son, 11., r h lioba r red 80/(j//21-81/01/22 t PA Wash l rig toll 000790 „hn: ou, tical It. Duba r ed 80/10/H-83/11/01 USDOL Ca l i fora i a 000791 ItIch„Id )cbarrcd �)ebj 81/04/11-•84/011/12 t PA New Hampshire 000192 Voll, un, Itnb,: r L C. lied 8`.i/0S/31 •-82/06/01 USUOL NY 000384 J:hnsuu, HubcrL C. Irochinq Co. Inc. Debarred 85/05/31-82/06/01 IJSD01. NY 000,100 Jolivet., AIIIold 11 Debarred 86/02/21-83/07/28 IIIWA New Hampshire 000099 hrvanauyh, Daniel P (Mut.ropulllan I.npr.) 1)e Lamed 85/07/06-83/01/01 FHWA Oklahoma 000093 h el l(: r, Dunn 1)u barred 8`,)/03/08-83/09/09 EPA Maryland 000793 r Cow L. Co. Debarred 84/119/1>-83/1)9/161 I IIWA texas 000162 hir.herson, Inc. 1)ubarreIS 85/0_,/14-82/11/15 IIIWA Florida 000025 K,c:,ldan and IIoc:kI Debarred 81/01/31-,84/(12/01 USD01 New .Jersey 000794 hiujdan, 1'in, lues Du barred 81/01/31-84/02/01 USUOI_ New Jersey Ooo795 KIOWIL, PULCr and Sons CO. ImJef•I111Le Suspension DO North Carolina 000338 KIuzliiORO, Kart Debarred 861/04/IIt-if 3/04/15 LISDOL Ohio 000796 7 Nr:w-y*rk State Department of lransportatlon July 29, 1964 NAME Lafolla, Alfred lagrange Painting langedyk Construction Co. Langedyk, hichard J. (langedyk Constr.) lasalle Hoofing Co. lacer, James (flat Iron) Lee Ily Paving Corp. SPaving Co. Inc. Lehman -Roberts Co. Inc. lesnick, Morris Levinson, it,-l:ert P. Lizza Industries Inc. Lizza, Gari Jr. (Liza Industries) luny, llarold Dulmar lord Electric Gumpany, Inc. t rimborera f t NacDougold Gonstr. Co. Mace; Drywall Co. Inc, Madonia, Joseph 0011e Ilarrison Constr. Co. Inc Manzo Contracting Co. Manzo, Michael (Manzo Cont.) Marariatria Cunstr. Co. Murine Str.u:tures Inc. Marion Cor,r.truction Co. Ma rsha I I , 'rluymoUth Mastrubuorri, John Material Service Copr. McDowell Materials Corp. Dl.:fiARH[D,_SIISPENDED,_.I.NDICTED FIRM1 AUD INDIYIDUAIS t;Uiildlf l PEkIU[i Uf u13111.Riuii.tii �u;Ehc;�Y STATE LOGNUMOER Debarred 86/10/14-82/10/15 USDOL California 000798 Debarred 86/05/31-83/06/01 USDOL Ohio 000799 Debarred 86/11/05-84/05/06 FIIWA Colorado 000652 Debarred 86/11/05-84/05/06 FHWA Michigan 000653 Debarred 85/10/14-82/10/15 USDOL California 000800 Debarred 85/01/06-82/01/06 FHWA New Mexico 000339 Indefinite Susponslon FHWA North Carolina 000340 Information not Available FHWA South Carolina 000341 Debarred 85/01/23-83/07/23 FIIWA Mississippi 000342 Debarred 86/01/31-83/02/01 USOOL New York 000802 Debarred 84/11/21-82/11/22 FIIWA Florida 000043 Suspended- IndefInI to DOT NY 000121 Suspended- Indefinite DOT NY 000151 Debarred 86/01/06-83/01/07 EPA California 000803 Convicted of aid -rigging FHWA Pennsylvania 000281 Debarred 86/10/31-83/11/01 USDOL California 000804 Information not Available FHWA South Carolina 000344 Debarred 86/02/28-83/03/01 USDOL Maine 000805 Debarred 87/04/01-84/04/02 USDOL New York 000806 Dobarred 85/08/15-82/08/16 USDOL California 000807 Debarred 84/11/26-79/11/26 FHWA New Jersey 000345 Debarred 84/11/26-79/11/26 FIIWA New Jersey 000346 Delia rrod 85/08/15-82/08/16 USDOL New Mexico 000808 Debarred 85/12/17-84/06/17 FIIWA Florida 000660 Debarred 85/06/17-84/06/17 FHWA Florida 000661 Debarred 81/04/11-84/04/12 EPA Massachusetts 000809 Debarred 861'051101-83/05/02 USDOL Pennsylvania 000810 Debarred- Permanent DOT Illinois 000347 Information not Available FIIWA South Carolina 000349 8 m 0,:w Yuri, SL<,tc; DuItdILIII (;nt of Iianspurtati0(1 July 2y, 19£1'1 N Af11 flckit ighL Colt slrtICLinn Coniparly 11,.1111rrCn, lett H. (I Iatirun Paving) tIt! Ssina PitIIII. ing Co. ftessina, 111cIIael L101,ul1lan Ln Lurprises, lru;. t•tuyu1 11.1 Lc:rials Her, Gary Ht,yer, GaI (Jafill! s 1.. Simon Co. Inc. M I LSo I It L,: rfI r I se S rt�1111e Ct)n,;r 1:. i,1 I(IIIIIJa I. i MIS Mill Iz, Jauu;s Flom", Jura Holt Iu, Iarr'y Mormiiq-sl.ilr G. & Assoc. Geo. ConL. Inc Mllrninystar, lona M,Irr io�sLar, c;laudc: Moss, AuyusLus 1. 0I"�'^iclpaI & Industrial Pipc 5rvcs. ILd re, liar,ry, Inc. tl,oaIy N0it C, n r I S L r C L l o iI Nt:wnian, I red 11. h,:wmari, Itichald Gordon O'kul Icy Ini,:rprises, Inc. 0' ke l ley, L d, ,l rd 000rd Construction Co. PacoIlit, koft,-Id Pamtmil Goril, of Deti,oIt, Inc. Parvin landscaping Pa 1'v in, 101S !,(!e i i,ateras Painting Company `,U'•I[N!:{D, ILII,ICitU I 11,11' t10 INItI`✓I 0OAI C0ftr11 tJ I (('F li 1 OI1 01 u I SBAHNI'll NI AG[ NGY S I A I E LOGNUMl1E13 Dr 1) 1 (1 84/11/24-81/11/24 AIWA lexas 0(10282 Di;bar-red 85/01/06-82/01/06 1HWA New Mexico 000283 Duharred 85/115/16-82/85/17 USDOL Idaho 000811 Uubarrc;d 85/05/16-8'/05/17 USDUL Idaho 000812 bcbarred 85/O1/u6-83/OI/U7 1HWA Oklahoma 000092 Debarred -Permanent DOT Illinois 000348 Du barred 81f/l0/17-811/04/18 EPA Nebraska 000813 Debarred 84/10/11-84/0+1/18 111WA Nebraska 000049 Debarred 86/06/30-83/07/01 OSDOL flor,ida 000814 Debarrud 81/011/30-84/05/01 USDOI_ Massachusetts 000815 Debarred 87/04/30-84/05/01 U51)0L MassachusetLS 000816 Debarred 87/04/30-84/05/01 USDOI. Massachusetts 000817 Debarred 85/11/14-82/11/15 USDOL Iowa 000818 Veba r•rI.d 85/01 / 13 - Bd 0, 01 IJSDOL NY 000407 1)u1)arred 65/01/13-82 /02/U1 USDOL NY 000,109 Ueba crud 8)/01/13-812104)101 USDOL NY 000408 Dubarred 87/02/16-82/10/07 USDOL Georgia 000819 Doha r r ed 8 7102116- 82/ 10/01 L VA Georgia 000820 Debarred Operf- III /Ort/15 USDOL Pennsylvania 000821 l)+;barred 86/I1/IIt-83/11/15 USDOL California 000822 licit arred 86/09/29-83/09/30 EPA Virginia 000823 Debarrud 86/11/'1.8-83/11/29 1I'A South Dakota 000824 Duba rred 85/01/111-1$2/01/15 USDOL Arizona 000826 Debarred 85/01/1+1-81/01/15 USDOL Arizona 000827 Dut,a rred 84/12/17-84/06/17 1 IIWA Georgia 000662 Ot;Harrell 81/01/02-84/01/03 USDOL Massachusetts 000829 Debarred Open -78/(16/30 USDOL Michigan 000830 Ucbarred 86/05/31-83/06/01 USD01. Ca I i fornia 000831 Debarred 86/05/31-83/06/01 IISDOL CaIif'ornia 000832 Deb rred 86/11/30-83/12/01 USDOL California 000833 9 New York State Department of Transportation Jnty 29, 1}84 DE DARRE 10. SUSPENI)_l )�11AD t CT E D "6!13 AND 11jD jy I DUALS NAML 114D1HI.ZPIHIOD_Ot UISdAhRLil1M AG hill S1A1E LOGNUMDER Pateras, George Debarred 86/11/30-83/12/0' USDOL California 000834 Pennstar Painting Corp. Debarred 88/04/25-83/04/2!, FHWA New Jersey 000350 Perez Eler:iric Corp. Debarred 86/11/30-83/12/01 USDOL Massachusetts 000837 Purez, Peter Debarred 86/11/30-63/12/01 USDOL Massachusetts 000838 Perslridis, .lames Debarred 87/02/28-84/03/01 USDOL Massachusetts 000839 I'll & Sons UUIIda rs & Contractors Inc. Debarred Opon-80/07/01 USDOL Illinois 000840 Phillips and Jordan Information not Available FHWA South Carolina 000351 Pike Industries Inc. Debarred 86/06/10-84/06/10 FHWA Vermont 000122 ike, Milo L. (Pike Ind.) Debarred 86/06/10-84/(16/10 FHWA Vermont 000670 PIstO, lorry Debarred 85/08/16-82/08/16 USDOL New Mexico 000841 Pittman tl,:y. Contr. Co. Inc. Indefinite Suspension FHWA North Carolina 000352 Pond Cunstr. Go. Inc. Debarred 84/11/09-81/11/10 FHWA South Carolina 000057 Pond, Rali:)r B. Jr. (Pond Constr.) Debarred 84/11/09-81/11/10 FHWA South Carolina 000058 Portsmouth Paving Corp. Indefinite Suspension FIIWA North Carolina 000353 Post-lensioning Service Corp. Debarred 86/01/07-83/07/08 EPA California 000842 Powertherm Corp. Debarred open-76/08/11 USDOL Pennsylvania 000843 Praire Status Const. Co. Debarred 84/12/15-81/12/16 FHWA Kansas 000061 Pratt & Pratt Inc. Suspended- Indefinite DOT NY 000123 Pratt, Ja;aus J. (Guy) Suspunded-Indefinite DOT NY 000150 0olcssior.ul Iloor Crafters Debarred 85/08/15-82/08/16 USOOL Nobraska 000844 Propst Const. Co. Inc. Information riot Available FHWA South Carolina 000354 Pruitt Cor,structlon Company Debarred 87/02/14-84/02/15 USDOL Louisiana 000845 Pruitt, J,E. Dobarred 87/02/14-84/02/15 USOOL Louisiana 000846 Purchase & Simmons Constr. Co. Debarred 87/03/14-84/03/15 USDOL Illinois 000847 Purchase, Orson Debarred 87/03/14-84/03/15 USDOL Illinois 0008,18 QRS Corporatlon Debarred 87/01/02-84/01/03 USDOL Massachusetts 0008,19 Qulnta Contractors inc. Debarred 87/0,1/3:)-8,a/L'S/01 USDOL Penn sylvanIa 000850 R & J Lathing & Plastering Inc. Debarred 86/10/31-83/11/01 USDOL California 000851 Rajo Masonry & Concrete Inc. Debarred 86/01/31-83/02/01 USDOL NY 000418 i 10 N,:w York SL.1tu DuparLmenL 01' lydnsp0rtaLi011 July 29, 1964 Df BANIO I),_ SI1:iPC_NI)l 0, 1 NU 1 C I L O _f I IU1S_Af,iO I ND I V_I DUALS ti'f'•I_ ij&1111 t4 lZ eL f3101) Of.,_DISIJAIOiMthl AGENCY STALE LOGNUMBER RAM Co11LIdCIUVS, Inc. Inf'ormaLion not Available FHWA Florida 666357 R.rnisnur Brothurs Inc. Debarred 85/06/11-811/06/17 FHWA Colorado 000663 it'mdeb, Inc. Dt:barred Open -72/03/01 USDOL Pennsylvania 000852 harldIus' Charles W. Debarred 86/05/31.83/06/01 USDOL Ohio 000853 1Wcchia, Anttony E. Debarred 85/06/30-82/07/01 USDOL New Jersey 000855 kocc.11id, Inc., A.E. Dubarred 85/(16/3(1-82/07/01 USDOL New Jersey 000854 a f, t ow. 0t:ba rred Open- 111/ 12/ 16 USDOI. Tennessee 000856 �:';ynoIdS Company, L.A. Dubarrud 86/06/30-83/07/01 EPA North Carol ina 000797 hcynoldS, ,1011 Ii. Oubarred 86/06/30-83/0//01 LPA North Carolina 000857 RuyuoldJ" t Co. Dcbarrvd 86/06/30-133/01/01 LPA North Carolina 000402 kiclul,oud tnysneering, Inc. Debarred 86/06/05-83/06/06 FPA North Dakota 000858 1(1cbuntlld, t Iti�(,ud P. (Richmond Lngr.) Debarred 86/O6/05-83/06/06 IVA North Dakota 000062 I0c.11uurld' Ll)y J W. Jr. (Ri'Illi'md In(jr. Oubarred 86/0(i/O')-133it)(,/06 LPA North OakuLa 000113 fc,,.1,'s I -Ca ,ALfng, Inc. Debarred 86/(1(1/14-63/09/15 USDO1. California 000861 I(i Icy, l(oberL S. (CI:,ur, .er, P.,vfng (:u.) lUcbarrerl 85/(13/11(,-•83/03/07 111WA Georgia 0(101(10 f(u,lger Jwo'ph .1. (Howard N. foluy Co. } C(MViCLed of Bid -Rigging IIIWA Pennsylvania 000292 1( ,,fu I1.,t,ur,ry & Conc,utc Lo. Ir�c. Debarred 6G/l)1/31-f13/UJ/01 USDOl New York 000862 fc„md 1'a1nL L!,,tturs inc. D„barrud 8//01./;8-84/03/111 USDOL Massachusetts 00086 IJOU M., su(lr � Dubd rred 81/(12/ 111-84/02/ )5 USDOL Oh io 000864 Kuper, Richard W. Debarred 86/12/11-84/06/17 f11WA Colorado 000671 Rose, CarI G. .Jr. Debarred 85/06/11-84/00/11 FHWA Florida 000672 kol-llru;.k (.unsLructiun Inc. Debarred 81/05/16-811/0`i/17 EPA North Carol ina 000865 hotbru(J, SLt,ve U. Dubarlud 87/05/11-811/(15/18 EPA North Carol ina 000866 S.t.(;. Cun5L1. Co, Debarred Open -80/01/15 USDOL New Jersey 000867 S.nliplt:, Chdc ius Dt:barred 86/04/1(1-83/04/11 IIIWA Missouri 000103 SMILUS l'alnLing Inc., f. Debarred 85/03/14-8,'/03/15 USDOL. Massachusetts 000868 S;,nLos, Ira+,k Debarred 85/03/14-82/03/15 USDOL Massachusetts 000869 Sargent Electric Co. Convlct.ed of Bid -rigging F11WA Pennsylvania 000127 SdrgunL, Freduric B. (Sargelit Elec. Co.) Convicted or Bid -rigging I11WA Pennsylvania 000132 i S(hu1-idt, Charles U. Dubarretl 86/03/U6-83/03/07 IHWA Texas 000101 11 New,York St4te Department of Transportation July 29, 1944 DF(SAPPED,_SUSPLI'414D`1NDICILD FIRMi AND INDIVIDUAIS NP,MF C(NitN1/PFRI(IN OF DI.SCIARRhENT AGENCY SLATE LOGtU{ MBER Schnell, Michael 8. Debarred 86/11/30-83/12/01 USDOL Kentucky 000870 Schoenecke, Kenneth Debarred 87/02/14-84/02/15 USDOL Colorado 000871 S1:11uwsky, Stanley Debarred 87/04/01-84/04/02 USDOL New York 000872 Scott, Wiliam M. II. Debarred 85/08/15-82/08/16 USDOL Pennsylvania 000873 Seaboard Const. Co. Information not Available FIIWA South Carolina 000358 Shears, J.11. and Sons Inc. Debarred -Indefinite FNWA Kansas 000360 Shepherd Const. Co. Inc. Indefinite Suspension FIIWA North Carolina 000359 16upherd, Frank A. Debarred 85/11/03-83/11/04 EPA Tennessee 0008711 Shin Corpor,1100n Debarred 87/02/14-81t/02/15 USDOL Guam 000875 Shin, I•ark Chang Debarred 87/02/14-84/02/15 USDOL Cuam 000876 Simmons, (ict,by Debarred 81/03/14-84/03/15 USDOL Illinois 000877 Simpson Ce:r�st. Co. Inc. Indefinite Suspension FNWA North Carolina 000361 Sini, Juscph Debarred 86/01/31-83/02/01 USDOL New York 000878 Sistare, A.T. Const. Co, information not Avallable FIIWA South Carolina 000362 Smith Grading & Paving Inc. Information not Available FNWA South Carolina 000363 Smith Inc., Jerry Debarred 86/05/01-83/05/02 USDOL Pennsylvania 000880 Smith, Jerry Debarred 86/0,5/01-83/05/02 USDOL Pennsylvania 000879 SoutlIeaSterrr Bridge Inc. Indefinite Suspension FNWA North Carolina 000364 Stanley, Gerald It. Debarred 85/12/17-84/06/17 FNWA Florida 000673 •:anis, Al tun Debarred 85/08/15-82/08/16 EPA Nebraska 000881 SLOne, Fr'dh(:iS Debarred 81/04/11-84/04/12 EPA New Hampshire 000882 Strandglia, louts V. Debarred -Indefinitely EPA Missouri 000422 StresstelI Curhoration 0ebarrud 85/02/01-83/08/02 EPA Pennsylvania 000883 Suburban Grading & U0110e6 Inc. Debarred 85/U3/28-83/03/29 EPA Virginia 000884 Superior Constr. Co. Debarred 86/01/31-83/02/01 USDOL Colorado 000885 Suporior Paving, Inc. Dobarred 85/01/30-83/01/31 FIIWA Florida 000096 Susong, Danny A. Debarred 87/02/14-84/02/15 USDOL Ohio 000886 .Susong, Ronald L. Debarred 87/02/14-84/02/15 USDOL Ohio 000887 Swanson, David Debarred 84/11/02-83/11/03 EPA California 000888 12 I NOW York Str=Le 0opa1"t1101 It of iraissIsoI, tit tion July 29, 15:11+ NA.MF Sylvia, Joel I a I Ior, iit, Jaaly lessen, t1artin C. Tate, C.G. Const. CO. Taylor, Inez Il,ou.berg Indl+strles Inc. Opsun-ArLlmr Paving Co. liffifly food 5urviCeS 10C. I IRlbeIIalte i;ollsLr. Inc, IIot,ki, .Jaci Il.ydI Const. Co. Inc. Upton, M.I . vaIenIe, James VandcIhis rSL, WIIIIaat `Yuld;ro IflihlbLr le6 inc. Vcodittl, I -it Ii . A. VI SI Li+Lioil Rtve rpt F:,(Cit vdL illy Co. Inc. VIyenhoek, Ralph D. (Sargent Elec. Co.) 0hdI, flaIk (flatiron Pit VIfig ) W,Idr14.11 Sa.T,:n WCIkr,oigma,chllien Gmyh His I ml A. WaISh, Charles i. Wit lstit d, Merrill Wit rrefs Df os. Company Wit rreo, koy t. Wit LSo II IIi+4y LICC. Go. II1C. WaLLS, f(i(AGII'd Wuathurfurcf, Jerry Wuhty, Ilaroid N. ,burner Const. Inc. Dl-BAHRI_I), �;IISPI NOII), INIII(:]t"D FIRMS AND._Itit) IVIDIIA-1_S COI111lNf1P[1(IUU..01 DISBAliRrIfN1 AGINCY S1ATE LOGNUMBER Debarred 81/02/26-84/03/61 uSbOl. Massachusetts 000889 Debarred 87/02/14-84/02/15 USDOL. Guam 000890 Debarred 86/10/31-83/11/01 USDOL. California 000891 Information riot Available FIIWA South Carolina 000365 Debarred 81/04/30-84/05/01 USD()[ New York 000892 Debarred 85/11/14-82/11/15 USDOL Iowa 000893 Information riot Available FHWA South Carolina 000366 Debarred 85/05/16-82/05/17 USD01. NY 000426 Debarred 81/011/30-84/05/01 USDOL Massachusetts 000894 Debarred 87/01/31-8+1/02/01 IISDOL New Jersey 0(j0896 Indefinite Suspension FI1WA NorLh Carolina 000367 Debarred 86/06/14-83/06/15 USD01. Arizona 000897 Debarred 86/05/01-113/L15/02 USOOL California 000898 Dc1)arrIed 86/07/01-83/07/08 EPA California 000899 Debarred 8S/11/14-82/11/15 USDOI New York 000900 Dubar•red 85/11/14-82/11/15 USDOL New York 000901 Debarred 86/09/16-83/09/16 FIIWA New Jersey 000372 Convicted of Did -rigging FIIWA Pennsylvania 000133 Debarred 85/01/06-82/01/06 FHWA New Mexico 000368 Debarred 01jen-71/(18/15 USDOI Guam 000902 Debarred 84/09/15-83/09/16 AIWA Texas 000167 Debarred 86/04/13-83/011/14 EPA New York 000903 Debarred 80/06/?6-83/06/17 FPA California 000904 lifurmation not Available FHWA South Carolina 000369 Debarred 86/12/17-811/(16/17 FIIWA Florida 000674 Debarred 85/11/18-83/11/18 FIIWA Indiana 000373 1)ubit r•red 84/11/02-83/11/03 EPA California 000905 Doha rred 81/0?/ I It -84/01 / 15 USDOL Lou i s i ana 000906 Debarred ET4 /oil /?1-8'.'/08/23 AIWA Virginia 000085 Oubarred 85/08/22-82/08/23 FIIWA Nebraska 000086 13 New -Murk State Department of Transportation July 29, 19.511 orBanncn,_ slJs fyi>Fn,—ir(DicTE.o LL+M AND (f�DlVIDUALS NAME U01MMi "EL?101.1 Uf 1)iSUA1ii<Pi1r�rl A6,LNGY SIATL Werner, Phillip F. (Werner Constr. Inc.) Debarred 85/08/22-82/08/23 FNWA Nebraska West, M.C. Inc. Western Pavers, Inc. Westsice landscaping Whitcomb, Frank Const. Corp. Whitcomb, frank W. Const. Corp Whyte Assoc.. Inc., Herbert G. 18yte, Herbert G. Whyte, HerLo rt G. Assoc. Inc. Williams Paving Co. Inr.. Wilson, Jami L. Wi rt, David Wirt, Gordan D. Wirt, Joditll C. Womack, .ler ry 1. Wood, licnning P., Jr. Workman Builders Workman, Larry York Saratoga Company 40ung, Frodrick M. Za_ Roofing Constr. Corp. Zeigler, Beaty Stevens Indefinite Susponslon FHWA NC and VA Debarred 84/09/15-83/09/16 FIIWA Texas Debarred 85/03/14-82/03/15 USDOL Ohio Indlctod-U.S. Attorney Gen. FIIWA Debarred 85/12/10-84/06/10 FHWA Vermont Debarred 85/10/19-82/10/20 EPA Indiana Debarred 85/10/19-82/10/20 EPA Indiana Debarred 85/10/19-82/10/2C EPA Indlanis Indefinite Suspension FHWA North Carolina Debarred 86/01/31-83/02/01 USDOL Tennessee Debarred 87/02/16-82/10/07 EPA Georgia Debarred 87/02/16-82/12/07 EPA Georgia Debarred 87/02/16-82/12/07 EPA Georgia Debarred 85/03/28-83/03/29 EPA Virginia Debarred 86/09/14-83/09/15 USDOL Califprnia Debarred 86/05/01-83/05/02 USDOL Ohio Debarred 86/05/01-83/05/02 USDOL Ohio Debarred 81/03/14-84/03/15 USDOL New York Debarred 85/03/28-84/03/29 EPA Tennessee Suspended DOT Now York Debarred 86/08/31-83/07/15 EPA South Carolina CONEAC}_EIST EPA Compliance Unit (202) 475-8025 Federal Highway Administration Construction and Maintenance Division (202) 426-0355 us Dept. of Transportation / NY State Div. (518) 412-4202 DEPARTMENT OF TRANSPORTATION: Connecticut - Gaetano Leone (203) 566-4649 Maine - Jahn Butts (201) 289-3171 Massachusetts - Arthur Lorettl (617) 727-5070 14 L.OGNUMBER 000087 000370 000168 000908 000153 000664 000762 000909 000396 000371 000910 000911 000912 000913 000914 000915 000916 000917 000918 000437 000675 000920 Ncw York btate Department of Transportation July 29, 15311 DEBIMED.-SUSPENDED,,-INDICIED_FIRM,i AND INDIVIDOAES hinhlECGhU1f.N ( Pl k l D0 ut U I SUAtcltll� i 1 AGE fit,y S I A I L New flampsh e re - Reue I Wetjb (f>(13) 271-M5 - — New Jersey - John Wa I tz ( G1 .192-3940 New York - ,tarries Shear ( 5Ib) 457-2600 Rhode I s I auJ - Rear Ili: I vetch i o ( 40 1) 2 17-211`)5 Vermont - i,rm Pieri:e (802) 828-2641 Ohio - bob Clnotll (614) 466-3778 Pe;nnsyIvartia - George Balbach (717) 787-5914 0 i 15 LOGNUMBER SOUTHOLD COMMUNITY DEVELOPMENT AGENCY 53095 MAIN ROAD SOUTHOLD, NEW YORK 11971 (516) 765-1892 o James C. McMahon Administrator To: Southold Town Board From: Jim McMahon Date: June 27, 1984 Re: Cross Sound Ferry - Suffolk County Revitalization Grant Program I would like to discuss the Cross Sound Ferry Project, at the next scheduled Town Board Meeting, July 3, 1984. Hud is scheduled to release the funds ($100,000.00) on or about July 9, 1984, and the Town of Southold has not made a commitment by signing the Supplemental Agreement. t E'xceZsiow STATE OF N EW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 JAMES L. LAROCCA COMMISSIONER JUL Z 3 1984 Mr. Frank Murphy Town of Southold Main Road Southold, NY 11971 �p�i1L Dear 114- hy: JL 27 TOWN OF SOUT1101-0 With the approval of the New York ;:tate Attorney General and the Comptroller, the agreement between the State of New York, the Town of Southold, and Cross Sound Ferry is now completely processed and approved. Sincerely, E. WILSON CAMPBELL, Director Planning Division orig. ✓� Copies T.C. Adg, Date File JUDITH T. TERRY TOWN CLERK REGISTRAR or VITAL S I N IIS FICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 10, 1984 Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516) 765-1801 Richard G. Ward, Board Chairman Ward Associates, P.C. 100 Arrival Avenue Ronkonkoma, New York 11779 Dear Mr. Ward: Transmitted herewith is a completely executed Engineering Inspection Services Agreement between the Town of Southold, Ward Associates, P.C., and Cross Sound Ferry Service, Inc. I direct your attention to Page 2, Paragraph 3 (b) where the insertion "and/or prepare" appears, and which insertion, I believe, was approved by you in a telephone conversation with Supervisor Murphy. If we do not hear from you within seven days concerning an objection to this insertion, we will assume you are in agreement. Very truly yours, ZA Judith T. Terry Southold Town Clerk Enclosure cc: E. Wilson Campbell Foster Beach JUDITH T. TERRY TOWN CLERK REGISTRAR or VITAL S'IFA I ISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 10, .1984 John P. Wronowski, President Cross Sound Ferry Service, Inc. Post Office Box 33 New London, Connecticut 06320 Dear Mr. Wronowski: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516) 765-1801 . Transmitted herewith is a completely executed Engineering Inspection Services Agreement between the Town of SOuthold, Ward Associates, P.C. , and Cross Sound Ferry Service, Inc. I direct your attention to Page 2, Paragraph 3 (b) where the insertion "and/or prepare" appears, and which insertion, I believe, was approved by you in a telephone. conversation with Supervisor Murphy. If we do not hear from you within seven days concerning an objection to this insertion, we will assume you are in agreement. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure cc: E. Wilson Campbell Foster Beach JUDITH T. TERRY TOWN CLERK REGISTRAR OE VITAL S A I -IS FICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 10, 1984 Foster Beach, Director Planning Division - Region 10 N.Y.S. Department of Transportation Hauppauge, New York 11788 Dear Mr. Beach: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516) 765-1801 Enclosed herewith is a completely executed Engineering Inspection Services Agreement between the Town of Southold, Ward Associates, P.C. and Cross Sound Ferry Services, Inc., and copies of letters to John P. Wronowski, President, Cross Sound Ferry Services, Inc., and Richard G. Ward, Board Chairman, Ward Associates, P.C. relative to an insertion made in said agreement. Very truly yours, Judith T. Terry Southold Town Clerk Enclosures JUDITH T. TERRY TOWN CLERK REGISTRAR Or VITAL S1 A FISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 10, 1984 E. Wilson Campbell, Director Planning Division N.Y.S. Department of Transportation Albany, New York 12232 Dear Mr. Campbell: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE, (516) 765-1801 . Enclosed herewith is a completely executed Engineering Inspection Services Agreement between the Town of Southold, Ward Associates, P.C., and Cross Sound Ferry Service, Inc., and copies of letters to John P. Wronowski, President, Cross Sound Ferry Service, Inc., and Richard G. Ward, Board Chairman, Ward Associates, P.C. relative to an insertion made in said agreement. Very truly yours, G2nGZfc.�✓ Judith T. Terry Southold Town Clerk Enclosures ENGINEERING INSPECTION SERVICES AGREEMENT Between TOWN OF SOUTHOLD; WARD ASSOCIATES, P.C.; and CROSS SOUND FERRY SERVICE, INC. THIS AGREEMENT made this 10th day of July, 1984, between the TOWN OF SOUTHOLD, a municipal corporation of the State of New York, having its principal office at Main Street, Southold, New York, (hereinafter "Town"), WARD ASSOCIATES, P.C., a professional corporation of the State of New York, having its office at 100 Arrival Avenue, Ronkonkoma, New York, (hereinafter "Ward), and CROSS SOUND FERRY SERVICE, INC., a corporation authorized to do business in the State of New York, having its principal office at Post Office Box 33, New London, Connecticut (hereinafter "Cross Sound"), WHEREAS, the Town and Cross Sound are about to enter into an agreement with the State of New York, through the Commissioner of Transportation and the Department of Transportation, (the "State") which agreement provides for the construction and/or reconstruction of one or more of the following improvements at the site of the ferry terminal of Cross Sound at Orient Point, Long Island, New York, to wit: (a) a new terminal building; (b) new bulkheads, dolphins and piling (hereinafter "Facilities"), and WHEREAS, the State is to provide financial assistance for the construction and/or reconstruction of a part of said Facilities, all as set forth in the aforesaid Agreement, and WHEREAS, under the terms of said Agreement, to the extent of State funding of the construction costs of said Facilities, the Town is required to advertise for bids, award construction contracts, supervise the construction of the Facilities, receive State funds, pay the same to contractors performing work with respect to such Facilities, and generally assume the responsibilities for the successful completion of said Facilities, all in accordance with said Agreement between the Town, Cross Sound and the State, which said Agreement is incorporated herein to the some extent as if set forth herein in its entirety, and WHEREAS, the Town does not have qualified personnel available to perform the duties and responsibilities imposed upon the Town under the terms of said Agreement with Cross Sound and the State, and therefore must retain the services of Ward for such purposes, and I WHEREAS, Cross Sound by its execution of this agreement agrees to assume and to pay to the Town all costs and expenses incurred by the Town for the services to be performed by Ward for and on behalf of the Town, NOW, THEREFORE, IT IS AGREED BY THE PARTIES HERETO AS FOLLOWS: 1. The Town agrees to retain Ward to perform the services hereinafter set forth and Ward agrees to perform such services upon the terms and conditions hereinafter set forth. 2. Cross Sound agrees to assume and to pay to the Town all costs and expenses incurred by the Town for the services to be performed by Ward for and on behalf of the Town, said sums to be paid by Cross Sound to the Town in the manner hereinafter set forth. 3. Ward does hereby agree to perform the following services for the Town relative to the construction of the Facilities at the ferry terminal of Cross Sound located at Orient Point, Long Island, New York, to wit: (a) Upon the preparation of plans and specifications for said Facilities by the design engineer retained by Cross Sound, Ward shall review the some and advise the Town as to the adequacy of the same, and shall make such recommendations with respect thereto. (b) Revienw/Z r q uae9 documents required to advertise for bids for the construction of the Facilities. (c) Upon receipt of bids by the Town, pursuant to advertisement therefore, Ward will review all bids, prepare such spread sheet and other summaries of such bids as it deems appropriate, and submit its written recommendations with respect to the acceptance or rejection of such bids to the Town, Cross Sound and the State. (d) Ward shall act as the representative of the Town during the construction phase, and shall advise and consult with the Town. Instructions to the contractors shall be forwarded through Ward. Ward shall have authority to act on behalf of the Town only to the extent provided in the contract documents. -2- I (e) Ward shall visit the site daily to become familiar with the progress and quality of the work and to determine if the work is proceeding in accordance with the contract documents. On the basis of such on-site observations, Ward shall keep the Town informed of the progress and quality of the work, and shall endeavor to guard the Town against defects and deficiencies in the work of the contractors. (f) Ward shall advise the contractor in writing that construction methods, means, and/or safety is not in compliance with contract documents that will result in work not in compliance in the contract documents. Ward shall promptly advise the Town, Cross Sound and the State of any and all work and/or acts of contractors and sub -contractors that are not in compliance with the contract documents. (g) Ward shall at all times have access to the work whenever it is in preparation or progress. (h) Ward shall determine the amounts owing to the contractors based on observations and measurements at the site and on evaluations of the contractor's applications for payment, and shall issue certificates for payment in such amounts as provided in the contract documents. (i) The issuance of a certificate of payment shall contitute a representation by Ward to the Town, that based on Ward's observations at the site as provided in Sub -paragraph (e) and on the data comprising the contractor's application for payment, that the work has progressed to the point indicated; that, to the best of Ward's knowledge, information and belief, the quality of the work is in accordance with the contract documents (subject to an evaluation of the work for conformance with the contract documents upon substantial completion, to the results of any subsequent tests required by or performed under the contract documents, to minor deviations from the contract documents correctable prior to completion, and to any specific qualifications stated in certificate of payment); and that the contractor is entitled to payment in the amount certified. However, the issuance of a certificate of payment shall not be a representation that Ward has made any examination to ascertain how and for what purpose the contractor has used the moneys paid on account of the contract sum. -3- (j) Ward shall be the interpreter of the requirements of the contract documents and the judge of the performance thereunder by the contractor. Ward shall render interpretations necessary for the proper execution or progress of the work with reasonable promptness on written request by the contractor, and shall render written decisions within a reasonable time on all claims, disputes, requests for Change Orders and other matters in dispute between the Town and the contractor relating to the execution or progress of the work or the intrepretaiton of the contract documents. (k) Intrepretations and decisions of Ward shall be consistent with the intent of and reasonably inferable from the contract documents and shall be in written or graphic form. In the capacity of interpreter and judge, Ward shall endeavor to secure faithful performance by the contractor. (1) Ward's decisions in matters relating to artistic effect shall be final if consistent with the intent of the contract documents. The decisions of Ward on any other claims, disputes or other matters, including those in question between the Town and the contractor shall be subject to the applicable provisions of law. (m) Ward shall have the authority to reject work which does not conform to the contract documents. Whenever, in Ward's reasonable opinion, it is necessary or advisable for the implementation of the intent of the contract document, Ward shall have the authority to require special inspection, testing and the approval of shop drawings for work in accordance with the provisions of the contract documents, whether or not such work be then fabricated, installed or completed. (n) Ward shall coordinate for the design engineer's review and approval ortake other appropriate action with respect to the contractors submittals such as shop drawings, product data and samples, but only for comformance with the design concept of the work and with the information given in the contract documents. Such action shall be taken with reasonable promptness so as not to cause delay. The approval by Ward and/or the design engineer of a specific item shall not be deemed the approval of an assembly of which such item is in a component. (o) Ward shall prepare the Change Orders for the approval of and execution by the Town, the State and Cross Sound in accordance with the contract documents, and shall have authority to order minor changes in the work not involving an adjustment in the contract sum or an extension of the contract time and which are not inconsistent with the intent of the contract documents. -4- J# (p) Ward shall conduct inspections to determine the dates of substantial completion and final completion, shall receive and forward to the Town, the State and Cross Sound for their review all written warrantees and related documents required by the contract documents and assembled by the contractor, and shall issue a final certificate of payment. Ward shall notify the State the contract is complete and ready for review for final acceptance. (q) The extent of the duties, responsibilities and limitations of authority of Word as the Town's representative during construction shall not be modified or extended without the written consents of the Town, the State, Cross Sound or Ward. 4. The Town agrees to pay and Ward agrees to accept as compensation for the services to be performed by Ward prusuant to the terms of this agreement, a fee of $400 per dieum, said fee to be paid by the Town to Ward as requisitioned bi-monthly. 5. Cross Sound agrees that it will pay the Town an estimated amount based upon 40 days of supervision of $16,000 of Ward's fee as determined by paragraph 4 hereof on the date of the acceptance of bids by the Town, which sum shall be held by the Town and used by the Town only for the purpose of making payments to Ward for its fee as herein provided. In the event that the fees to be paid to Ward, as herein provided, is increased or decreased by reason of actual days of supervision, the amount paid by Cross Sound to the Town pursuant to the provisions hereof shall be adjusted accordingly. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals the day and year first above written. WA SSOCIATES, P.C. , by MM C 1Sr 11, VV Richard G. Ward, Board Chairman CR%S &QUNQJ EERY SERVICE, gfP1,C. by -5- hn P.: - Wr'bnoWski, =1 OFFICE OF TOWN ATTORN , , ,)UN 2 7 1984 = ROBERT W. TASKER TOWN OF SOUTHOLD Town Attorney .OWN OF SOUTHOMP -1400 425 MAIN ST. GREENPORT, L.I., NEW YORK 11944 June 26, 1984 Hon. Francis J. Murphy Supervisor Town of Southold Main Road Southold, New York 11971 Re: Engineering Contract with Ward Associates Cross Sound Ferry Terminal Project Dear Frank: I have reviewed the engineering contract between the Town of Southold and Ward Associates and .Cross Sound Ferry Service, Inc., as drawn by Ward Associates, and have compared the same with the agreement which I drew and previously submitted to you and have the following comments: 1. The agreement which I drew provided in the first "Whereas" clause _that the facilities to be constructed consisted of a terminal building, staging area, bulkheads, dolphins and pilings. In the Ward agreement, the staging area has been deleted from the project. 2. Paragraph 4 of the agreement which I drafted provided for a fee to be paid to Ward equal to 2% of the actual construction cost. The Ward agreement has changed this and provided for a per diem fee of $400.00 per day. 3. Paragraph 5 of my agreement provided that Ward's fee, as determined in Paragraph 4, would be paid by Cross Sound on the date of acceptance of bids. The Ward agreement provides for an estimate of 40 days of supervision at $400.00 per day resulting in a total fee to Ward of $16, 000.00. 4. Paragraph 3(b) of the agreement which 1 drew required Ward to prepare all required documents required to advertise for bids. The Ward agreement changed this to provide that Ward was merely to review the required bid documents Since the Town's participation in this project was only to the extent of the $400,000.00 grant by the Department of Transportation, and since Ward's fee was to be 20 of this amount, or approximately $8,000.00, the Ward agreement, in my opinion, has been substantially altered. Ward, under its agreement, is now to receive a fee of $16,000.00 rather than the $8,000.00 as originally agreed to. Further, Ward is now not going to supervise the staging area construction nor is it going to prepare the required bid documents. Since this whole project, as far as the Town's participation therein, was based on the fact that the Town would not be required to perform any services or expend any Town funds, I believe that the Ward contract should require Ward to either prepare all necessary bid documents not provided by Cross Sound engineers, or in the alternative, employ attorneys or other persons to prepare the bid documents on behalf of Ward. RWT :aa Yours very truly, ROBERT W..TASKER Co -;2s T.C. c� Atty. Adg, Date File r� COUNTY OF SUFFOLK lzo ALICE AMRHEIN ASSISTANT DEPUTY COUNTY EXECUTIVE JOSEPH T. SANSEVERINO COMMUNITY DEVELOPMENT DIRECTOR Honorable Frank Murphy Supervisor, Town of Southold 53095 Main Road Southold, NY 11971 Dear Supervisor Murphy: PETER F. COHALAN COUNTY EXECUTIVE fay 22, 1984 C ,.,:I :E SAYZ919P 1.OwN Or Soulc HOWARD DEMARTINI DEPUTY COUNTY EXECUTIVE COMMUNICATIONS AND INTERGOVERNMENTAL RELATIONS RE: Floodplain Management Dissemination of Early Public Review of actions located in floodplain and wetland Areas The enclosed information is transmitted for your review in order to comply with Executive Order 11988, Floodplain Guidelines, and Executive Order 11990 Protection of Wetlands. The project involves Communi_y Development Economic Development activities in the Town of Southold, Cross Sound Ferry Facilities as outlined on the attached notice. If you have any comments on the proposes actions described in the attached notice, please send them in writing to my attention or you may call Olga Turner of my staff, by June 5, 1984. Very t. my yours, . �'�?fi / / c%% i` Joseph T. Sanseverino r/ve'o ment Director Community De p Suffolk County JTS/OVT/hao Enc. T T.B. Atty. H. 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I - . . -. ................................... .................................................... .... ....... ... * .......... . fff " - - - ' Legal NoU - - * - - Legal Notkej - -- . � - :.:..:..:::.. --.--,- .-.-.--.--.-.-.-.--- - ---------,-.--.--.---.- - ms . I ........ .. ..... � .......... ::::: : � �� . . * ...� ........... * .' .' .'.' I .• : : .............. :. � ,-.-.-.ttt-.-.-.-.tt'.-.-.-.-.-.-.-.........t..� ... ..... : - - — - ...................................... . I ......................... .......... .. . . - - .. - . - . -. ........ *** ...- - - -� I ........................ ......- ........ ......................... ................ . . LEGAL NOTICE �. .. .. - - ............................................................................ :: ........................................ I - - . .. NOTICE TO PUBLIC MAY 21, 19114 . . ...I?,- ...... ........... . --.-.-.-.-.-.'.'.'.'.......:.:..:::::::-.::::::::::::: ............ : ..t� ----- t ................. :.::::::::::::.. ... . ... IN '"';� ( * ----- ::::::::::::::::::",*,*****' .. ................ EARLY PURL< REVIEW OF ACTIONS LOCATED . � . ............................. :: .: . .................. - ... ::: ... ::.:.:..::::::" .............1 . �. FLOODPLA'm AND A-JACENT WETLAND AREAS• - ...... *,*-,--*"*--* ... *'*"'**'** ....... -- ......... ::. ...................................... ...... ............................ ­ . - - _ ::-.................-.-...-�.-.--.-.--.-.--.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.t---.-.-.-.-.-.-.-.-.---.'..............- :"-."-."-.*' CC>Uk'ry OF SUFFOLK, OFFICE OF . . . �. - ... - . . - ............................................. . ...... THE COUNTY EXECUTIVE - :: --.'.'.'.*.,.,.,.,::::::::, *,."., ".' - - * * * "." * ".'.' *.' * * " ­ * * * " * * ....... *'*'*"****"*'* ... **'*'. :;'..'-.'.-'..".'.'."* .... = . . . - .. -. -.-.-.'.'.i' - - ** * - KAUPPAUGE. NEW YORK lim - . - - . - - '...................................-.'.'.'.'I ..::::::::::::: .:: .....:........... .. ...... . : . . . --- - . -t--::-.-'zz�; ............... ............ .... :::::::::. - .,.-.-.-.,.-.-.-.,.-.*.-., , , .,.,. -.-. - -" -, TELEPr4ONE: (516) 360-M16 - - .- . - . - I ........................................................................... ............ TO ALL INTERESTED AGENCIES, GROUPS, AND PERSONS .- I : ............................................................ 1-1-*-*,,***-***-",,** ... -......••.. *'.*.*":::::: ...... ***** ..... U149 E.O.119K, P-lecl-on at Wrtlands end E.O. 11"ll ' .-.-*..%............-.'.'.'.-.'.'.'.'.'.'.".'�........."......,.".,-, .................. I Flood. -- - - :::::::::::::::::::::......... ..................................................... ....................... .... :::..::.....z....* ... *"---,-**-----*--.,----,-*-,-* I in AA& Guide4rdes, the abovenamed County of suttok is - - . . - - ..................................................... :: ................................... - . - . . ....... .. --::..... ........... Providince c�pcocrol - -.-Z.::::::::::::: ... ... ........................................ =0'rl tOr **rtY PLrbi-C rrView and COMMent on the -- ' : --- � ....%­.Z ....... %-..-..-.-.-.-.'.'.'.'.'...'.'.'.'.'.'.t..::..:::::.::::: ................. t. . .io-ing CAenrmJrl-Y Ocv*4*wheCfl Protect to be ioCatied in a - - ................................... ....................................... ..................... -------.----.-.----.---------.-.--.-----.------------------ If in . . ....... .......... I.:::: ........ ....... ................... .. .. .. .... .. .. .. .. .. .. ... ............... ... - - and adi&ce,,. v-vt;&nd are": . . .................. :::::::.:::::::::.................-.-.-.-.t---.:� ............ :-.:::::::::::..-..-.-.-.-.-.-.:::: I '.1 . PROJECT NA.MEz - - ,. - -.-�.-.-.-.�t��'.'.'.'.'.%..":..:::::::::::-.--..-.-.-.�-.'.'.'.'.'.'.'..,::::: ... ............... � .............. .:. - . Town of Southold . -- - . . I - - ::............................ ::,.,.,.,.,.*.*.* *.,.,., ' ' " *.' * ....... - ....... ::::.: . ............ ' . . . . ... . . .. ... ..................................... - : ..t . ......... :,::. . . - , . � :,.::::::::::::::::::*.*.*'*"* ......... ***** ... .:: ... .- � Econornic Oevieio� - Cron Sound Feny Socvk)&- - - - - - - - - - - -.-.-.-.-.-.* . ..... :. -.-.-...:..::........::: ......................................... - ' ....... ...:. - ' PROJECT LOCATION: �. I 1. � - -, -. ,. -- - '.'.".'.'**` ................... .......................... .............. . - - - . .- . ......... .. --::,::::::,.".,* ..... *'*"*'** .... - : - �--.- . - :: . . ................... .:: ................ :::::::.::: ......... t-.-.-.-.t - . -:-- - RL 25. Orwif Point, Southold, I�LY­-- - - - - -' - - ....................... ............................... . ................. - - - - I - PROJECT DESCRIPTION- -- --- � ' - �:--. '.'...........,..:..............�.-.......-...'.'.'..".: ................. ::::::.*.*.'.'.*.*.*.,.,::::::,.* - ' - -.;.r; ---- I - -- - - --.­��.'.'."-.-.-.'.'. ............................................................. ... .-::.-. 7.�: *- point r-ef" . . � . - - t ........................... .......... ..... - Terrminal wnm-o,mrrw= al Orient .� . - - .. ....... I ........ � .; . . - . - -- - -.- � .......................... .................................................... ... .............. - - -:- - A row Ier,niml bij;icow, bulkneacis. rest morns. � . - - --- ::::::::::....::.*.*.-., .... ..................................... . - �' . . � - � . .... ...........................%..-.-...:::::::::::::::::::: - . Parking.io* and landsraping. -- - .-- " - � - _-:z::::::::::::..::. . ..... t ...... ............... � * . . ................................................ ................................. � ....... ' - PR -=:-- ........ - - -.:�..!�-- - ECT PURPOSE- - . .--�-. . - -:% . ... . .... ..... ......... ........................... ....... ........ � - .. -- - � - ..... .......... .................... . . " .:;:".. - - - TO irriarvoe sernmarial fact I ities and - - -- - � � - .::::::::::::-::::::- ...::::.:::::::::::::::::::.:::::::::::::::..;. ...................... --::: .................... --:.-i- '00,064', .-=:-.�-"�-- -'.. - - [::-: ..... :::::::::. .......... '.*:, * " * ...... .. * .... *' ............. . . : ................. - - - Pr=Tvvte economic - f-r- -- - ­ ......... AM if 1" asi agenomm, grovas and persons are Irrettad to subrm" ,:,- ' -:-�� - .. .::::::: ...................................... . �: �--. :T- - , =- . - t---::::::--.-.-.t------...:.:--*-.*.-:,..-.-.-.-.-.*.*.,.*****.*...:. :::::::::::.*.'.'.'.'.'.*.'.'.' ........................................ . Wrhft" M -I on the Proposed ProleV for consideration by the ,- - - _: - ---- - F"------ ........................... ::: ::::::::::::::::::::.-.-...- ': ............... . Sanseverino, Direcloi of C.ochrriuritty- , -,-.---.- . ' -- ---- * ....... **"*"* ...... ­ ....... --.................", �-'::::-::::::::::::::::. -- C 01 SM - '�= - . - - 4- --.- c::::: ................................................... ..... ................ C:� . Cbw" Execu"v*. 7th Floor, H. Lae-z- .. .............................. ::::::::::::::::::::::::::::::. ,.::::::::::::.. * ........................... � : -�� :- -:---. t-------. .. . ............................ ............ .. ............. Demineson bi.-ildino, Ve9wrarm M�rno^sl Highway, Kituppouge, New. - - - . - - .... .............................................................. .. I..... . . . . . . . . . . . . . . ............ ,............,....... -::::::::: ............ - - t . . .................................................... .......... . . . Yoric 1173L $4 w i I. mm carrirnents sle recri%vd of the ieddress . - --- -1:::::::::____::::::::::':::::::::::::.:::::.::....:........: ."".............:...:...:m .............. ......................... $PeciR*d on or behoi a JLP%e S. 19W- AlAl such Mmffwnt$ will-be --- --- � -- - ::---- -- t-.:-::::.--..... ............... * Cmuf" Suffaft second not . - . . .:: .... .... ................................. ::::.::.............:::'.'.:::::::::::::::::::- - - considered and t1he of will publish a soco Cie to the - .-SN. � ... . ....................................... ... - ' ... :::.::..:.........,.,.,*..t,.*.". ... - ............. - - .'.'.'.'.'.'.'.'.'.'.' Public (Notics of IFiruliros and ExPianation) regarding the obwe- . . , - -- - - I ----------- I ... **-.* * " -'-'-*-'*-* * * ....... : � .......................... - 'k- --F - .::::.:: .......... ... ::::::::: ................. --. milim proiect an oramoul Jur*6. M& - -�: •- � .::::::::::::::::. .............. The C4'JntY Of Suffolic will . ­'-� - - L ......... ..................................... . . ................ --'--'----.----t---------�'- . . not take any adrmi� SCSM an the above memim proi.0 - n' - - - . . - L ......... ::::::':::::::""""""""-*: ...................................................... - ..................... . - ' - . -:- .:.: ............... ...................................... - . I" lot 10 Ithe Offlic specified in the IN Ing senterm:a . - I � - --- * .............. ................ . I - .- - --:.- - -, :- -:::z:z::_-::.'::. --- *"**"**'* ........ .:-- I - PETER F. COMALAN -�.- � -' I .- - A .... ............................................................ I ...................... :: ... ....................... ::::.........,.,.....:.:.: . ' - _:__ - ...... ...................... ..................... - . - -.4 - .. .. ................w. ........................................ . . SUFFOLK COUNTY EXECUTIVE �'- '---. , c" - i� -: - . 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I ................................................................................ r-1 L ---j 0 STATE OF N EW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 JAMES L. LAROCCA 1 COMMISSIONER AVR �3 19a Mr. Frank Murphy, Supervisor Town of Southold Main Road Southold NY 11971 Dear Mr. Murphy: Re: Approval of Consultant PIN 0950.030B Suffolk County Orient Point Ferry Terminal Improvement By this letter, the New York State Department of Transportation approves the selection of Besier, Gibble & Quirin Consulting Engineers as engineering consultants for developing Plans, Specifications and Estimates for improving the Orient Point Ferry Terminal. Sincerely, ` E. WILSON CAMPB!ELL, Director Planning Division CC: Foster Beach, Region 10 R. McMurray '.'4 I— JT t • RECEIVED Town Clerk Southold EAF ENVIRONMENTAL ASSESSMENT FORM Purpose: The EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action is likely to be sig- nificant. The question of whether an action is significant is not al- ways easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who will need to determine significance will range from those with little or no formal knowledge of the environment to those who are technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affect- ing the question of significance. The EAF is intended to provide a method whereby the preparer can ►�;' be assured that the determination process has been orderly, comprehen- sive in nature, and yet flexible to allow the introduction of informa- tion to fit a project or action. EAF COMPONENTS: The EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2:` This phase of the evaluation focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially -large impact. The form also identi- fies whether an impact can be mitigated or reduced. Part 3: Only if any impact in Part 2 is identified as potentially - large, then Part 3 is used to evaluate whether or not the impact is actually important to the municipality in which the project is located. Determination of Sienificance If you find that one (or more) impact is both large and its con- sequence is important, then the project is likely to be signif% ant; - and a draft environmental impact statement should be prepared. Scoping If a.draft EIS is needed, the Environmental Assessment Form will be ,a valuable tool in determining the scope of the issues to be covered by the draft EIS. 14-16-2 (1278) RECEIVED U (i 94 APPENDIX A Tow n- Clerk So!stlzold EAF ENVIRONMENTAL ASSESSMENT - PART I Project Information NOTICE: This document is desioned to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire Data Sheet. Answers to these questions will be considered as part of the application for apprcval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete PARTS 2 and 3. It is expected that comoletion of the EAF will be dependent on information currently available and will not involve new studies. research or investigation. If information requiring such additional work is unavaijable, so indicate and specify each instance. NAME OF PROJECT: --'Improvements to Orient -Ferry Terminal Facilities r'f ADDRESS AND NAME OF APPLICANT: En -Consultants Inc. (Name) 64 North Main Street (Street) Southampton.-N.Y,, 11968 tate i p NAME AND ADDRESS OF OWNER (If nifferent) Cross Sound Ferry Services Inc. (Name) Box 33 (Street) New London, Connecticut 06320 TV. K. 7) State(Zip) BUStNr1SS PHONE: 323-2415 DESCRIDTIO"i OF PROJECT: (Briefly describe type of project -or action) Construct upland ferry terminal facilities on the site of existing ferry terminal vehicle staging area -Theproject is to consist of a -terminal building, paved vehicle staging area, and paved entrance an ext driveways. - (PLEASE COMPLETE EACH QUESTION - Indicate N.A. if not applicable) A. SITE DESCRIPTION (Physical setting of overall project, both deveioned and undevelooed areas) 1. General character of the land: rGenerally uniform slope X Generally uneven and rolling or irregular 2. Present land use: Urban Industrial_ , Commercial X Suburban Rural Forest Agriculture Other - 3. Total acreage of project area: 2.2acres. Aoproximate acreage: Presentiv After Completion Presently After Completion Meadow or Brushland . 2 acres .2 acres Hater Surface Area rForested acres aces acres __acres Unvegetated (rock, Agricultural acres earth or fill) . 1 acres .7 acres acres fletland (Freshwater or Roads, buildings Tidal as her Articles and other paved 24, :5 or F.C.L.) acres acres surfaces (Landsea in) 1 acres 1 acres Other (indicate tyr)ef acres .3 acres 4. '4hat is predominant soil tvpe(s) on nro;ect site? —Sand 5. a. :re there bedrock outcroaoinns on ,rnipct sit?? YPs X !Vo 9!1/78 t• Yhat is deoth to bedrock? Unknown ('n feet) 6. Approximate percentage of proposed Droject site with slopes: 0-10% 95 1N-159 5 %; 15: or greater %. 7. Is project contiguous to, or contain a buildinn or site listed on the National Register of Historic Places? Yes X No 8. What is the depth to the water table? 6.5 feet (at test hole) 9. Do hunting or fishing opportunities presently exist in the project area? X Yes No 10. Does project site contain any species of plant or animal life that is identified as threatened or endangered - Yes X :lo, according to - Identify each species 11. Are there any unique or unusual land forms on the project site? (i.e. cliffs, dunes, other geological formations - Yes X No. (Describe _ 12. Is the project site presently used by the community or neighborhood as an open space or recreation area - Yes X No. 13. Does the present site offer or include scenic views or vistas known to be important to the community? Yes . X No 14. Streams within or contiguous to project area: a. 'Name of stream and name of river to which it is tributary 15. Lakes, Ponds, Wetland areas within or contiguous to project area: a. Name Gardiners Ba ' ' ; b. Size (in acres) _N/A 16. What is the dominant land use and zoning classification within a 1/4 mile radius of the project (e.g. single family residential, R-2) and the scale of development (e.g. 2 story). B1 Business 8. PROJECT DESCRIPTION 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned by project sponsor —2.2 acres. + b. Project acreage developed: 1acres initially; -1+ acres ultimately. - C. Project acreage to remain undeveloped d. Length of project, in miles: _E/A (if appropriate) e. If project is an expansion of existin indicate percent of expansion proposed: building square foot- age 1700+ ; developed acreage N7'i f. Number of off-str6-t parking spaces existino 156+ proposed _156+ vehicular trips generated per hour Maximum hilNo change from existing g' (upon completion of project) h. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium _ Initial N/A yy Ultimate i. If: Orientation .eighborhood-City-Regional Estimated Emoloyment • Commercial regional 5+ Industrial j. Total height of tallest ^ronosed structure _35 --feet. -2- 2. How much natural material (i.e. rock, earth, etc.) will be removed from the site - 0 tons cubic yards. 3. How many acres of vegetation (trees, shrubs, ground covers) will be removed fror^ site - 0 acres. C. Will anv mature forest (over 100 years old) or other locally -important vegetation be removed by this project, Yes X No 5. Are there any -plans for re-veqetation to replace that removed during construction? X Yes 'Jo 6. If single phase project: Anticipated period of construction # months, (including demolition). 7• :f multi-nhased oroject: a. Total number of phases anticipated No. b. Anticipated date of commencement phase 1 month year (including demolition) c. Approximate completion date final phase month _year. •d. Is phase 1 financially dependent on subsequent phases? Yes No 8. Will blasting occur during construction? Yes X No r, 9. Number of jobs generated: during construction 12 after project is complete 5 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities? X Yes No. If yes, explain: Present ferry terminal will be relocated to new building. 12. a. Is surface or subsurface liquid waste disposal involved? X Yes No: b. If yes, indicate type of waste (sewage, industrial, etc.) Sewage c. If surface disposal name of stream into which effluent will be discharged 13. Will surface area of existing lakes, ponds, streams, bays or other surface waterways be increased or decreased by proposal? Yes _.I_No. 15, Is project or any portion of project located in the 100 year flood plain? Yes No 15. a. Does project involve disposal of solid waste? Yes _IL_No b. If yes, will an existing solid waste disnosal facility be used? Yes --No c. If yes, give name: location d. Uill any wastes not go into a sewage disposal system or into a sanitary landfill? Yes __No 16. Will D-nject use herbicides or pesticides? Yes X No 17. Will project routinely produce odors (more than one hour oer day)? Yes X No 18. Will oroject produce operating noise exceeding the local ambience noise levels? Yes X No 19. will project result in an increase in energy use? Yes X No. If yes, indicate type(s) 20. If water suooly is from wells indicate oumoing capacity 15.6 gals/minute. 21. 'otal anticinated water usage per day _22,500 gals/day. (max) • 22. Zonino: a. Uhat is dominant zoning classification of site? B1 -business v b. Current specific zoning classification of site rr c. '.s orocosen use consistent vith Present zoning? Yes d. If no, indicate desired zoning 26. Approvals: a. Is any Federal permit required? Yes X No b. Does project involve State or Federal funding or financing? _X Yes --No c. Local and Regional approvals: City, Town, Village Board City, Town, Village Planning Board City, Town, Zoning Board City, County Health Department Other local agencies Other regional agencies State Agencies Federal Agencies Approval Required Submittal Approval (Yes, No) (Type) (Date) (Date) C. INFORMATIONAL DETAILS Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with the_proposal, please discuss such impacts and the measures which can be taken to mitigate or avoid them. PREPAFR'S SIGNATURE: TITLE: Pr 811t, E —C nsultants I REPRESENTING: Cross Sound Ferry DATE: May 29, 1984 ID -4- n EAF ENVIRONMENTAL ASSESSMENT - PART II Project Impacts and Their Magnitude General Information (Read Carefully) - In completing the form the reviewer should be guided by the question: Have my decisions and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. - Identifying that an effect will be potentially large (column 2) does not mean that it is also necessarily si nificant. Any large effect must be evaluated in PART 3 to determine significance. By identifying an e ect in column 2 simply asks that it be looked at further. - The Examples provided are to assist the reviewer by showing types of effects and wherever possible the threshold ofmagn— i—itude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But. for any specific project or site other examples and/or lower thresholds may be more appropriate for a Potential Large Impact rating. - Each project, on each site, in each locality, will vary. Therefore, the examples have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each nuestion. The number of examples per question does not indicate the importance of each question. INSTRUCTIONS (Read Carefully) a. Answer each of the 18 questions in PART 2. Answer Yes if there will be any effect. b. Maybe answers should be considered as -Yes answers. c. If answering Yes to a ouestion then check the appropriate box (column 1 or 2) to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided, check column 2. If impact will occur but threshold is lower than example, check column 1. d. If reviewer has doubt about the size of the impact then consider the impact as Potentially large and proceed to PART 3. e. If a potentially large impact or effect can be reduced by a change in the project to a less than large magnitude, place a Yes in column 3. A No response indicates that such a reduction is not possible. 1.2.. 3. SMALL TO I POTENTIAL CAN IMPACT BE MODERATE LARGE REDUCED BY - IMPACT IMPACT I PROJECT CHANGE IMPACT ON LAND NO YES WILL THERE BE AN EFFECT AS A RESULT OF A PHYSICAL CHANGE TO ® O PROJECT SITE? Examples that Would Apply to Column 2 Any construction on slopes of 15% or greater, (15 foot rise per 100 foot of length), or where the general slopes in the project area exceed 10%. Construction on Land where the denth to the water table is less I I I than 3 feet. ronstruction of oaved narking area for 1,") or more vehicles. CenStruction on land where bedrock is exposed or qenerally within 3 feet of existing ground surface. Construction that will continue for more than 1 year or involve I more tnan one phase or stage. Excavation for mining purposes that would remove more than 1,000 tons of natural material (i.e. rock or soil) per vear. _--- Construction of any new sanitary landfill. -5- f �e TO I POTENTIAL CAN IMPACT BE TE LARGE REDUCED BY Construction in a designated floodway. Other impacts: 2. WILL THERE BE AN EFFECT TO ANY UNIQUE OR UNUSUAL LA.NO Fr, YES FOUND ON THE SITE? (i.e. cliffs, dunes. Geological forma- X tions, etc.) Specific land forms: IMPACT ON WATER 3. WILL PROJECT AFFECT ANY WATER. BODY DESIGNATED AS ....NO YES PROTECTED? (Under Articles 15, 24, 25 of the Envir- >� onffrta) Conservation Law, E.C.L.) ,, Examples that Would Apply to Column 2 Dredgino more than 100 cubic yards of material from channel of a protected stream. Construction in a designated freshwater or tidal wetland. t Other impacts: 4. WILL PROJECT AFFECT ANY NON -PROTECTED EXISTING, OR NFW NO YES BODY OF 11ATER7............................................� Examples that Would Apply to Column 2 A 10% increase or decrease in the surface area of any body of water or more than a 10 acre increase or decrease. Construction of a body of water that exceeds to acres of surface area. Other impacts: S. 4ILL PROJECT AFFECT SURFACF. OR GROUNDWATER OIIALITY? —�6 YES Examples that Would Apply to Column 2 Project will require a discharge permit. Project requires use of a source of water that does not have Approval to serve proposed project. Project requires water supply from wells with n_reater than �5 gallons per minute pumping capacity. Construction or operation causing any contamination Of a public water supply system. Project will adversely affect grounawater. Liquid effluent will be conveyed off the site•to facilities which presently do not exist or have inaeeouate capacity. Protect requirin; a facility that would use water in excess of 2n,000 gallons per day. Project will likely cause siltation or other discharge into an existing 'coy Of water to the extent that there will oe an nbvious visual contrast to natural conditions. .r- 1ther Impacts' 6. 'BILL PROJECT ALTER DRAINAGE FLOI', PATTEn'JS OR SURFACE !LATER NO YE RUNOFF? ............................... Example that 'lould Anply to Column 2 0G. Project would imnede flood water flows. — Pro.ject is likely to cause substantial erosion. Project is incompatible with existing drainage patterns. X Other impacts: New paved areas Will altar rlrAir,age patterns but will be picked up by on-site drainage. I"PAC�I R 'rr 1. DILL PROJECT AFFECT AIR QUALITY7...........................NO YES �+ Fxamoles that Would Apply to Column 2 (a (`�-j Project will induce 1,100 or more vehicle trips in any given hour. Project will result in the incineration 'of more than 1 ton of refuse per hour. Project emission rate of all contaminants will exceed 5 lbs. Der hour or a heat source rroducing more than lO million BTU's per hour. Other impacts: IMPACT ON PLANTS AND MIM S 8. WILL PROJECT AFFECT ANY THREATENED OR ENDANr,ERED SPECIES? YO YES Examples that Would Apply to Column 2 Reduction of one or more species listed on the New York or Federal list, using the site, over or near site or found on the site. Removal of anv portion of a critical or significant wild- 1ife hlb,L3L. 4onlicatinn of Pesticide or he,-bicide over more than twice a year other than f0Pdlir'cJ1tural nurpoG35. Ot)-r imDacts: 9. !JILL PROJECT SUBSTANTIALLY AFFECT r!ON-THREA ME EO OR NO YES ENDANgERED SPECIES? ® tel — Example that 'Would Aouly to Column 2 ( r'rolect would substantially irte-fere with any resident or migratory fish or wildlife scect.s. ProJeCt reouires the r-moval of more than 1^. 3c"es of mature forest (over '.nrl Years in ane) or other ioCaliv im-or-ant ve;etaticn. -7- MALL TC BODE?.ATE ;''P'C` POTENTIAL LARGE "'PACT CAN Il1PACT BE i REDUCED CY IJ PROJECT CHANGE 1 i ' 6 I"nACT C+ :'IS'.'4L RFS^;'RCE 13. DILL THE PPOJFCT AFFECT VIE11S, 'IISTAS C2 T!IE VISUAL NO Yc CHARACTER OF THE NFIGHBORa4N D OR CO"'m"Nl Tv? .............. O �` Examnles that 11ould Apply to Column 2 X An incomDatible visual affect caused by the intror'uction of new materials, colors and/or forms in contrast to the surrounding landscape. A project easily visible, not easily screened,that is obviously different from others around it. Project will result in the elimination or major screening of scenic views or vistas known to be important to the area. _ Other impacts: IMPACT ON HISTORIC RESOURCES 11. WILL PROJECT IMPACT ANY SITE OR STRUCTURE OF HISTORIC, NO YE DRE -HISTORIC OR PALEONTOOICAL ItTOPTANCE? .................© Examoles that Would ADoly to Column 2 Prc.iect occurinq wholly or nartially within or contiguous to any facility or site listed on the National Renister of historic places. Any impact to an archeological spite or fossil bed located within the project site. Other impacts: IMPACT ON OPEN SPACE S RECREATION 12. !JILL THE PROJECT AFFECT THE QUANTITY OR QUALITY OF EXISTING NO YF OR FUTURE OPEN SPACES OR RECREATIONAL OPPORTU'IITIES?...... O C Examples that Mould Aoply to Column 2 The permanent foreclosure of a future recreational 0000rtunity. A major reduction of an open space important to the community. Other imoacts: IMPACT nN TRANSPORTATION 13. "ILL THERE BE AN EFFECT TO EXISTING TRANSPORTATION NO YE! SYSTEMS? amoles ..............................................'Y O Exthat Would Annly to Column 2 Alteration of present patterns of movement of neople and/or goods. Protect will result in severe traffic problems. * Present transportation systems will be maintained but in a more efficient manner. Other impacts: 0 MALL TO MODERATE I"PACT nCTENTIAL LARGE !'IrACT CAN' VIPACT BE REDUCED 9Y PRnJECT CPANOE c1 i IMPACT ON ENERGY ;TILL PROJECT AFFECT THE COMMUNITIES SOURCES OF FUEL OR NO YES ENEP;Y SUPPLY? ...........................................® O Examoles that Would Apply to Column 2 Project causing greater tnan 5% increase in any form of energy used in municipality. Project reouirino the creation or extension of an, energy transmission or supply system to serve more than 50 single or two family residences. Other impacts: r� IMPACT ON NOISE 15. d1Ll THERE BE OBJECTIONABLE ODORS, NOISE, GLARE, VIBRATION NO YES or ELECTRICAL DISTURBANCE AS A RESULT OF THIS PROJECT? ....0 O Examples that Would ADDly to Column 2 Blasting within 1,500 feet of a hospital, school or other sensitive facility. Odors will occur routinely (more than one hour per day). Project will produce operating noise exceedinn the local ambient noise levels for noise o Aside of structures. _ Protect will remove natural barriers that would act as a noise screen. Other innacts: IMPACT ON HEALTH b HAZARDS .1 YFS .6. 'IILL PPOJECT AFFECT PUBLIC HEALTH AND SAFETY? .............0 O Examplos that Would Apply to Column 2 _ Project will cause a risk o' explosion or release of hazardous substances ;i.e. oil, pesticides, chemicals, radiation, etc.) in the event of accident or unset conditions, or -there will he a chronic lour level discharge or emission. Protect that will result in the burial of "hazardous wastes" toxic, poisonous, hinhly reactive, radioactive, irritating, infectious, etc., includinn wastes that are solid, semi-solid, liquid or contain gases.;, S-oraae frc,l tips for one million nr more gallnns of liouified • natural c,as or other liouids. �.^nr 1 -facts' 1 2 14 SMALL TO MODERATE IMPACT POTENTIAL LVGE I'1PACT CAN IMPACT EE REDUCED BY PROJECT CHANGE • IMPACT ON GROWTH AND CHARACTER OF COMMUNITY OR NEIGHRORH0.Q)Q 17. WILL PROJECT AFFECT THE CHAPACTER nF THE EXISTING, NO YES C04MUNITY?................................................0 O Example that Would Apoly to Column 2 _ The population of the City, Town or Village in which the project is located is likely to grow by more than 50 of resident human population. _ The municipal budgets for capital expenditures or opera- ting services will increase by more than 5% per year as a result of this project. _ Will involve any Permanent facility of a non-agricultural use in an agricultural district or remove nrime agricultural lands from cultivation. _ -The project will replace or eliminate existing facilities, structure- r2&S-o-£—h44toric importance to the community. ?;0,. _ Development will induce an influx of a particular age group with special needs. Project will set an important precedent for future projects. _ Project will relocate 15 or more employees in one or more businesses. Other imoacts: NO YES 18. IS THERE PUBLIC CONTROVERSY CONCERNING THE PROJECT? .......0 O Examoles that Would Apply to Column 2 Either government or citizens of adjacent communities have expressed opposition or rejected the project or have not been contacted. _ -Objections to the nroject from within the community. IF ANY ACTION IN PART 2 IS IDENTIFIED AS A POTENTIAL LARGE IMPACT OR IF YOU CANNOT DETERMINE THE MAGNITUDE OF IMPACT, PROCEED TO PART 3. Is S?tALL T. MODERATE IMPACT POTENTI L LARGE IMPACT CAN IMPACT BE REDUCED BY PROJECT CHANGE PORTIONS OF EAF COMPLETED FOR THIS PROJECT: DETERMINATION PART I X PART II X PART 3 Upon review of the information recorded on this EAF (Parts 1, 2 and 3) and considering both the magnitude and importance of each impact, it is reasonably determined that: PREPARE A !IEr-A'IVE CrCLARATI-ON A. The project will result in no major impacts and, therefore. is one which may not cause significant damage to the environment. 0 B. Although the project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described in PART 3 have been included as part of the nroposed project. C. The project will result in one or more major adverse imoacts that cannot be reduced and ma cause significant damaqe to the environment. May 29 1984 y Date � c , i Roy L, Haje, Pr dent, E onsultants Inc. Signature of Prenarer if di Brent from snonsible officer) PREPARE A NEGATIVE DECLARATION 0 PREPARE POSITIVE DECLARATION PROCEED WITH EIS O Signature _o f R - sPonsible nFficial in Lead Agency Prirt Cr :ioe nave (,f esponsib a official in Lead Agency Z 71 RECEIVED MMMH M-60. Town Vof� Draft Environmental Impact Statement ,0 for Ferry Terminal Facilities by Cross Sound Ferry Services, Inc. Town of Southold Suffolk County, New York PREPARED BY: En -Consultants, Inc. 64 North Main Street Southampton, New York 11968 M TABLE OF CONTENTS List of apendices................................. :L Summary........................................... :Z Description of Action ............................. .3 Description of Environmental Setting 5 Location .................................... :5 Environmental Features of the Site ............... 6 Geology and Soils ............................ f5 Slopes and Topography ........................ 6 Land Forms ................................... 'T Mineral Resources .... .. ... .......... '% Erosion and Sedimentation Potential .......... 117 Hydrology .................................... '7 SurfaceWater ........................... 7 Groundwater ............................. '7 Ecology ...................................... i3 Vegetation.............................. i3 Wildlife ................................ t3 Land Use .................................... 9 Demography ................................... 10 Public Services .............................. 10 Historical Resources ......................... 10 Visual Character ............................. 11. Noise Levels ................................. 11. Odor Levels ................................... 11 Existing Environmental Constraint Affecting Action 11. Statement of Environmental Effects ................ 11. Identification of Any Adverse Effects Which Cannot Be Avoided ....................................... 16 Description of Mitigation Measures to Minimize Adverse Effects .................................. 16 Identification of Any Irreversible and Irretrievable Commitments of Resources ......................... r7 Description of Any Growth -Inducing Aspects of the Action17 .. ................. Impact of the Action on the Use and Conservation of Energy Description and Evaluation of Reasonable Alternatives To Achieve the Same or Similar Objectives ........ 18 Studies, Reports and Literature Used in Preparation of DEIS.......................................... 19 O List of Appendices 1. Proposed site plan by Young & Young. 2. Preliminary terminal building plans. 3. Site location map. 4. dater analysis laboratory report by Holzmacher, McLendon & Murrell. 5. 1984 ferry schedule. 6. Town of Southold Planning Board letter of April 2, 1984 acknowledging Planning Board approval of site plan. 7. Photographs of the site taken March 16, 1984. -1- SUMMARY The applicant, Cross Sound Ferry Services, Inc., seeks all necessary approvals to construct upland ferry terminal facilities on the site of their existing ferry terminal vehicle staging area. The project is to consist of a terminal building, paved vehicle staging area, and paved entrance and exit driveways. The site with an area of 2.2 acres, is presently extensively paved, and is being used as a vehicle staging area. It contains one 2 small wood frame structure of 440 ft which will be removed or replaced to a new location. The proposed terminal building, a 2 story, 48' x 42', Cape Cod style structure, -will be used to house the ferry administrative office, waiting area, ticket office, passenger lounge and restrooms. A one story wood frame structure, which presently serves these functions on an adjacent parcel of land, will be converted to a snack bar for use by ferry passengers. are: The issues that have been identified with the proposed project 1. Generation of increased traffic 2. Availability of adequate water supply r The parcel is located in the hamlet of Orient, Town of Southold, y Suffolk County, N.Y. Site plan approval has been granted by the Southold Planning Board. Variances for front yard setbacks and to locate a ferry terminal in a B-1 Business zone have been granted by the Town of Southold Zoning -2- Board of Appeals. Suffolk County Department of Health Services has issued preliminary approval for the waste water disposal system and water supply. Tidal Wetlands (Article 25) permits from the New York State Department of Environmental Conservation are not required as all work will be landward of an existing retaining wall. NOMER-ETT-M.M., The applicant, Cross Sound Ferry Services, Inc., proposes to construct upland ferry terminal facilities on the site of the existing ferry terminal vehicle staging area. The project is to consist of a terminal building, paved vehicle staging area, and paved entrance and exit driveways. The purpose of the project is to provide improved service and conveniences to ferry users, and to facilitate more efficient operation ind maintenance of terminal operations and facilities. Existing terminal facilities are located on 2 parcels of land East and West of Main Rd. at the Easterly terminus of Rt. 25. A one story wood frame building, serving as a business office, ticket office, waiting area, lounge and vending machine snack bar, is situated on the 1.4 acre parcel East of Main Rd., along with an unpaved parking lot, cesspool wastewater disposal system and water well. All terminal construction and improvements are to take place on the.2.2 acre parcel West of Main Rd., which is the existing, partially paved vehicle staging area. A small, one story wood frame building 2 (440 ft ), serving as a waiting room, situated adjacent to the ferry loading ramp, will be removed or relocated. -3- i • w The proposed terminal building, a 48' x 42`, 2 story Cape -Cod style structure, will house the ferry administrative office, ticket office, waiting area, passenger lounge and restrooms. The second floor will be used for bulk storage. The reader is referred to the archiCtects drawings in the appendices for further details of the proposed building. A paved vehicle staging area, with a 156 car capacity, is proposed South of the terminal building. Although this area is now partially paved, full paving is required for the purpose of marking vehicle lanes, and to facilitate snow removal, surface cleanup and maintenance. Paved entrance and exit driveways are also proposed. Prior to construction of the terminal building and paved areas, the elevation of the land will be raised to a maximum of +11.0` by the addition of approximately 3000 cubic yards of sand and gravel frill which is now on the site, and was obtained from maintenance dredging of the ferry slip. Existing and proposed elevation contours are shown �n the site plan in the appendices. Sewage disposal will be accomplished by an on-site septic tank: and leaching pool system, consisting of one 4500 gallon septic tank:, a distribution pool and a field of leaching pools capable of handling 2250 gallons per day. Potable water will be provided by a well, the exact location of which is pending Suffolk County Department of Health Services input and approval. However, a test well dug on the site provided water meeting New York State and U.S. drinking water standards. The reader is referred to the engineers water analysis contained in the appendices. Surface runoff will be contained by the installation of French. Drains, in three separate locations. The reader is referred to the -4- 4 engineer's site plan, contained in the appendices, for further details, including those of the septic and drainage systems. Cross Sound Ferry Services, Inc. has been owned by the applicant since 1975 when it was purchased from the New London Freight Lines. Ferry service to New London, Connecticut has been operated from this site since at least the early 1930's and the site has served marine transportation since at least 1797. Maps on file at the Suffolk County Historical Museum in Riverhead, N.Y. show a dock named "Point Dock" at this location in 1797, "Steamboat Wharf" in Atlas' of 1873 and 1896, and "Point Dock" in a 1909 "Map of a Section of Suffolk County, L.I.". Newspaper clippings on file at the museum, dated July 15, 1948 and August 26, 1948, refer to the addition of.two new ferries, the "Orient" and the "Gay Head". The Orient was a 204' vessel capable of accomo- dating 68 autos and 300 passengers, and the Gay Head was a 203' vessel of unstated capacity. At that time, the ferries were making 6 runs daily, between Orient Point and New London. The need for this project derives from the obligation of the applicant to provide adequate services and facilities to ferry users, and to allow for more efficient and effective terminal operation. It is anticipated that the work will commence upon receipt of all necessary approvals, and be completed by March 1985. Description of Environmental Setting, Location The site is located in the hamlet of Orient, Town of Southold, Suffolk County, Long Island, New York. It is bounded on the north by Rt. 25, on the east by Main Rd., on the west by a parcel zoned -5- • 9 B1 -Business, n.o.f. Blauvelt, which is the site of a one -family private residence, and on the south by Gardiners Bay. Geology and Soils As indicated on sheet 4 of Soil Survey of Suffolk County, New York (USDA, 1975), the entire parcel is classified as Fd, Fill Land, Dredged Material. It is described as follows: "Fill land, dredged material (Fd), is made up of areas that have been filled with material from hydraulic or mechanical dredging operations. These operations are used mainly to widen or deepen boat channels in salt water; however, some dredged material has been obtained from new channels cut into tidal marshes. Most of the dredged material is pumped onto tidal marshes. Smaller amounts are placed on beaches and dunes and on nearby mineral soils in a few places. The practice generally is to dike an area by using on-site material. The dredgings are then pumped into the diked area and allowed to settle. Excess water drains back into the bay. After the water drains off, heterogeneous deposits of sand, gravel and sea shells remain. In many places a dark -gray silty mud remains. Protective dunes have been built with clean sand and gravel dredgings in some places, and in such places a few naturally formed dunes are included in mapping. Fill land, dredged material, is not suited to farming. Areas are satisfactory for building sites where the fill is adequate. and if the highly compressible organic layers in the tidal marshes are removed prior to filling. Areas where the fill is placed on marshes containing thick organic layers are likely to be unstable and need on-site investigation before building on them. Droughtiness, low fertility,"and high salt content severely — limit the establishment of lawns and other landscape plantings. Cesspools do not function properly where the ground water is at a shallow depth. Capability unit not assigned; woodland suitability group not assigned." Slopes and Topography Elevations on the site vary between 4.7' and 8.3', with most of the site lying between 4.7' and 6.01. As can be seen from the If 9 contours on the site plan, the site is flat, with little slope. Land Forms No land forms of geologic significance are located on the site. Most of the site is paved, and seaward of the retaining wall and west of the seawall is a coarse sand and gravel beach. Mineral Resources No mineral resources occur on the site. Erosion and Sedimentation Potential Rapid water percolation through sand plus the flatness of the . terrain combine to cause little erosion and/or sedimentation potential. The site is protected from shore eriosion by the seawalls and retaining wall as shown on the site plan. Hydrology Surface Water The site is bordered on the south by Gardiners Bay, a large tidal body of water lying between the Eastern North and South Forks of Long Island. It's mean tide range is 2.5', and it's spring tide range is 3.0'. The NYSDEC has classified it as SA, the highest classification for tidal waters. These waters are "... suitable for shellf'ishing for market purposes and primary and secondary contact recreation." The area is presently open to shellfishing. Groundwater The site lies within the Nassau -Suffolk 208 Study Water -7- 9 Management Zone IV. Zone IV comprises the North Fork and the eastern part of the South Fork. The "208 Study" (Nassau -Suffolk Regional Planning Board, 1978) describes Zone IV as having "unique groundwater conditions, and special management alternatives apply to it. Intensive agricultural activities have resulted in nitrate -nitrogen. concentrations in wells located in agricultural areas that are above six milligrams per liter, with many observations exceeding ten milli- grams per liter. Although groundwater underlying agricultural areas shows definite signs of nitrogen -related contamination, the residential areas still have good quality water, and statistical examination of over 300 analyses from domestic wells located on the North Fork indi- cates that almost all have nitrate -nitrogen concentrations of less than three milligrams per liter." Laboratory test results from an on-site test well 18' deep show the ground water quality to be satisfactory. The reader is referred to the appendices for results of the engineer's water analysis. Ecology Vegetation Since the site is partially paved, heavily traveled by vehicles using the ferry, and is periodically used as a temporary repository for dredge spoil, vegetation, with the exception of low grasses and weeds along it's perimeter, is non-existent. Wildlife Due to the conditions stated above, and the intensive nature of human use of the site, wildlife is limited to those species able to exist in close proximity to man and his development. ME L During several visits to the site, a list of animals noted was kept. Birds noted can be divided into two categories: Upland and shorebirds/waterfowl. Of the former mourning doves, sparrows, robins, grackles, swallows and starlings were noted. The latter is represented by gulls and terns. Observations of mammals during site visits indicated cottontail rabbit and mice (probably meadow moles). Land Use The site has been used as a part of the ferry terminal operation since at least the early 1930's. It is used as the staging area for vehicles waiting to board the ferry. To the east of thei site and Main Rd., is a 1.4 acre parcel of land, upon which is located the existing ferry terminal building. This building now serves to house the ticket office, administrative office, snack bar and waiting room. It will be converted to a snack bar upon completion of the proposed new terminal building. Included on this parcel is an unpaved parking lot serving ferry passengers and employees, and a 60' x 12' mobile home. The parking lot will continue in its present use upon completion of the proposed project. To the east of the existing ferry terminal is a vacant parcel of land zoned M1 -Multiple Residential. The site is bordered on the west - by a parcel which is now the site of a single-family residence. Further to the west is the USDA Plum Island Ferry Terminal, followed by a marina and restaurant. West of this parcel is located Orient State Park. The Cross Sound Ferry Services site, along with all the waterfront land up to the State Park is zoned B1 -Business. The remainder of the surrounding area, zoned A -Residential, Agricultural, is rural in character, consisting mainly of small farms and single family residences. Democrauhy The site is located in the Orient -East Marion school district. According to the Long Island Lighting Co. Population Survey of 1983, the population is 1,465. During the summer months, population can be expected to increase by an undetermined amount due to second - home use and tourism. The proposed project will not alter the demography of the area. Public Services The site is within Fire District #25. Public transportation to the ferry terminal is provided by Suffolk Transit bus service, making 6 round trips daily between the! terminal and Mattituck. New York State Route 25 is the only highway between Orient Point and Greenport. Historical Resources Although the site has been in use as a marine transportation facility since the late 1700''s, nb structures or artifacts predating _ the latest 50 years of ferry service remain. The property is not listed as an historical landmark, nor is it listed on the National Register of Historical Locations. -10- Visual Character The site is flat, partially paved, contains one small wood frame structure adjacent to the loading ramp, and for all practical purposes, devoid of vegetation. Noise Levels Noise at the site and along Rt. 25 is generated by vehicles entering and departing the ferries and terminal area. Noise levels, with respect to intensity, duration and frequency, depend upon ferry scheduling, the number of vehicles using the ferry, and the mix of autos and truck traffic. The highest volume of traffic, and therefore noise, can be expected to occur during the period of June 18 to September 9, when 12 ferry arrivals and 12 departures per day are scheduled. With the exception of the fall months, when a higher volume of farm produce is being shipped to New England by trucks using the ferry, the volume of truck traffic is fairly constant throughout the year. On a yearly basis, trucks account for approximately 9% of all vehicles using the ferry. Odor Levels Other than the very low and usually unnoticeable odors generated by vehicles entering or departing the terminal, no odors are generated. Existing Environmental Constraints Affecting- Action The site is shown on Flood Insurance Rate Map (FIRM) #36083 0046C for the Town of Southold. It lies within an A9 zone, which requires a first floor elevation of any proposed buildings to be +11' above mean sea level. This will be attained by the placement of approximately -11- 1 0 9 3000 cubic yards of sand and gravel fill existing on the site as a result of ferry slip maintenance dredging. Statement of Environmental Effects The proposed action, being limited to the paving of an existing vehicle staging area, which is now largely paved, the addition of a relatively small (46' x42') terminal building, along with an improved waste water disposal system, a surface water runoff control system, and vegetative landscaping, represents no increase in the capacity of the terminal to accomodate passengers and vehicles. It's environmental effects will, therefore, be limited by the minimal nature of the proposed elements -of the project. It is anticipated that dust and noise levels will rise during construction. This effect will be transitory, and cease upon completion of the work. Dust levels due to vehicle traffic on unpaved portions of the site, although low, are expected to be lowerafter paving is completed. 2 The existing impervious pavement on the site consists of 42,000 ft 2 2 of paved surface and 440 ft of building coverage. Approximately 3600 ft of the site is vegetated with naturally occurring low grasses and weeds. Upon completion of the project, the impervious surface represented 'by paving, the terminal building and*a sidewalk will amount to an area - 2 2 of 41,020 ft . This decrease in impervious surface of 1,420.ft is 2 accounted for by the conversion of 9700 ft of existing area, mostly paved, to landscaped area. Since the resultant impervious surface will be served by a surface water runoff control system, while the larger area of existing impervious surface is not, the project will -12- result in a positive environmental impact with respect to rainwater runoff control and siltation. The proposed waste water disposal system represents an improvement over the existing cesspools, and is there- fore considered to be a positive environmental impact. While the proposed new water well will draw upon the existing ground water reservoir, the Suffolk County Department of Health Services has required the applicant to participate in the formation of a community water supply to serve the area as a condition of final approval of that agency. Daily fresh water demand for the terminal facility will be 2250 gallons with a peak demand of 22,500 gallons a day, or 15.6 gallons/minute. Since the project does not increase the capability of the terminal to handle larger numbers of vehicles, it will not, in and of itself, increase the volume of traffic. Traffic, with the noise and disturbance it creates, is however, an important issue in the local com- munity, and must be addressed. Annual ridership for the years 1981 through 1983 is shown below. During this period, an increase in atl categories of ridership was experienced, with the most dramatic increase being for 1983. During that year, 131,300 vehicles, of which 12,000 or 9.14% were heavy trucks, were carried. This was an increase of 24,800 passenger vehicles and 2,000 trucks over 1982. The increase -13- 1 01 in vehicle traffic is accounted for by the replacement of the ferry "Plum Island", with a capacity of 20-22 autos, by the "Henlopen", which is capable of carrying 95-100 autos. The number of trucks that can be carried is dependent upon the size of the trucks in relation to the number of cars they replace. Annual Ridership Orient Point - New London Year Passengers * 1981 257,920 1982 259,160 1983 325,624 *Includes drivers Passenger Heavy Vehicles Trucks 97,000 7,000 94,500 10,000 119,300 12,000 Total Vehicles i 04, 000 104,500 131,300 The greatest number of passengers and vehicles are carried during the period of June to September. During this period, tourist and vacationer activity is at a peak, requiring the use of 3 ferry boats to fulfill a schedule of 12 arrivals and 12 departures on a daily basis. Demand is generally high enough to fill all boats, and on week- ends passengers may have to wait for the next available boat. It is only during this period that the largest ferry, the "Henlopen" is in service. During the period of november to March, demand decreases to a level that can be met by one boat making 3 to 4 arrivals and departures daily. The reader is referred to the 1984 Ferry Schedule contained in the -14- appendices for details of the annual schedule of service. It is expected that annual ridership and vehicle traffic will increase by a small margin when the ferry "Caribbean" is replaced by a new boat the "North Star" in May or June of 1984. The North Star has a capacity of 35 autos and 200 passengers, as compared to the Caribbean with 22 cars and 120 passengers. During the period of heaviest traffic, from June 18 to September 9, the North Star is scheduled to make 4 arrivals and 4 departures daily. Assuming that every run is filled to maximum capacity (which is unlikely) traffic would be increased -by 104 autos trips daily during this period. As with past increases in ridership, it can be expected that future increases will come as a result of demand and ferry scheduling and capacity increases to meet that demand, not upon terminal facility improvements. The effect that the proposed terminal improvements will have upon increasing the demand for ferry service is highly speculative. In a 1980 survey of passengers (New York State Department of Transportation, 1981) the most common complaints concerned the cost of service, the congestion at the access terminal, and the infrequency of service. While the proposed project will increase the orderliness and efficiency of the terminal operation, it does not increase the available upland space, will not result in a reduction of fares, and will not increase ferry capacity or scheduling frequency. -15- Future ridership on the Cross Sound Ferry from Orient Point to New London, although predicted to increase (New York State Department of Transportation, 1981), will de- pend on such factors as gasoline prices, road congestion, the availability of ferry services at alternate locations, and fare increases. Should ferry service between Port Jefferson and Bridgeport be improved and expanded, and/or a third service be initiated at some westerly location, as recommended by the Long Island Sound Ferry Service Improvement Study (New York State Department of Transpor- tation, 1981), it is likely that demand for the Orient Point ferry will level -off or decrease, depending upon the extent of alternative services. Identification of any Adverse Effects Which Cannot Be Avoided Any increase in traffic that might be generated as a result of the proposed traffic, are unpredictable and unavoidable. As the parcel is already developed and privately owned, there will be no significant loss of open space or access to the water for the general public. Description of Mitigation Measures to Minimize Adverse Effects The planned adherence to regulatory restructions on all levels will mitigate the impact of the project. The rainwater runoff control system will mitigate the effects of runoff from the paved area and terminal building. -16- The architectural design of the terminal building and the landscaping will improve esthetic and visual qualities of the site. Improved efficiency with respect to passenger check- in and vehicle traffic control will relieve congestion on the local roads. The improved wastewater disposal system will decrease groundwater contamination. Identification of Any Irreversible and Irretrievable Commitments of Resources The usage of fossil fuels to power construction equipment and workers vehicles is irreversible, as is the consumption of electrical power by tools. Description of Any Growth -Inducing Aspects of the Action The proposed action will have no growth effects upon local area. Impact of the Action on the Use and Conservation of Enerpy During the construction phase, energy in the form of :fossil fuels and electricity will be consumed. Upon completion, the terminal building will be heated by ' modern, efficient equipment, and will be adequately insulated to minimize energy consumption. -17- Description and Evaluation of Reasonable Alternatives To Achieve the Same or Similar Objectives The only reasonable alternative is to continue operation of the ferry terminal under existing conditions. While ridership and capacity would be.little affected, if at all, this alternative would result in continued incon- venience to passengers in the form of inadequate lounge, waiting room, snack bar and sanitary facilities. Congestion on local roads by vehicles waiting to enter the staging; . area would continue, and ferry company management would be denied the opportunity to initiate needed operational and administrative improvements and efficiencies. Studies, Reports and Literature Used in Preparation of DEIS Austin, G. L. Jr., 1961. Water and Marsh Birds of the World. Burt, William H. et.al., 1964. A Field Guide to the Mammals, Houghton Mifflin Company, Boston. Miner, R. W., 1950. Field Book of Seashore Life, G. P. Putnam's Sons, New York. Nassau and Suffolk Regional Planning Board, 1979. "208" Water Study, Hauppauge, New York. U.S. Department of Agriculture, 1975. Soil Survey of Suffolk County, Riverhead, New York. New York State Department of Transportation, 1981. Summary of Findings, Long Island Sound Ferry Service Improve- ment Study. New York State Department of Transportation, 1981. Executive Summary and Recommendations, Long Island Sound Ferry Service.Improvement Study. ' Long Island Lighting Co., 1983. Population Survey: Current Population Estimates for Nassau and Suffolk Counties. -19- 1[, ACREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND CROSS SOUND FERRY SERVICE, INC. TO IMPROVE THE ORIENT POINT FERRY TERMINAL, BULKHEADS, DOLPHINS AND PILINGS This Agreement is made this 25th day of May 198 4, by and between the State of New York•, acting by and through the Conmissioner of Transportation and the Department of. Transportation, having its principal office at 1220 Washington Avenue, State Campus, Albany, New York 12232, the 'Town of. Soaitho:ld, with offices at Main load, Solal:hold, and the Cross Sound Ferry Service, Inc., a corporation authorized to do business in New York, with principal offices at P.O. Box 33, New London, Connecticut 06320. WHEREAS, the State of New York, the Town of Southold and Cross Sound Perry Service, Inc. desire to improve ferry transport"It:ion service ;icross Long Island Sound; and WHEREAS, funds have been appropriated to the Department of Transportation under the Rebuild New York Through Transportation Infrastructure Renewal Bond Act (Chapter. 836 of the Laws of 1983) to improve transportation facilities and in particular, marine terminals; and W11KHI;AS, Sectlorn 422. of the Tran:;portataoil Law, enactud as pact of said Bond Act, authorizes the Commissioner to accomplish the purposes of the Act through Agreements with municipalities and private corporations; and i WHEREAS; this Agreement will further the goals of the State of New York and said Bond Act; NOW, THEREFORE, the parties agree as follows: 1. Definitions. For the purposes of this Agreement, the following definitions apply: a. "Commissioner" means the Commissioner of Transportation of the State of New York, or his authorized representative. b. "Department" means the New York State Department of Transportation. C. "State" means the State of New York acting by or through the State Department of Transportation. d. "Town" means the Town of Southold. e. "Cross Sound Ferry" means Cross Sound Ferry Service, Inc. f. "Agreement" means this document and any attachments referred to herein. g. "Project Costs" means eligible costs as defined by this Agreement for accomplishing the work set forth in the Work Schedule (Appendix 1 of this Agreement). 0 h. "Project Facilities" means materials, equipment, facilities or supplies acquired, constructed, reconstructed, established, improved or rehabilitated by or on behalf of. the Town or Cross Sound Ferry pursuant to the provisions of this Agreement for the purpose of accomplishing the work set forth in the Work Scheduler (Appendix 'I or tl►ls Agreement). I. "Contractor" means the individual, firm, or corporation undertaking the execution of the work under the terms of this Agreement and acting directly or through agents or employees. 2. Purpose of Agreement. The purpose of this Agreement is to provide for the construction of a new terminal building, staging area and iddit:ional bulkheads, dolphins and pilings at Orient Point, Long 1s.Iand by the Town, with State financial assistance, and to set forth the terms, conditions and requirements pursuant to which State financial assistance will be provided.. 3. Documents Forming Agreement. This Agreement consists of this document and the following Attachments: Appendix 1 - Work Schedule Appendix 2 - Provision of Service Appendix 3 - Special, 'Provisions Appendix A - New York State Required Standard Provisions Appendix B - New York State Department of Transportation Required Contract Clauses Appendix C - Town of Southold Resolution 4. The Project. The Town and Cross Sound Ferry agree to undertake, proceed expeditiously with and complete the construction of the new terminal building, staging area, and additional bulkheads, dolphins and pilings at Orient Point (hereinafter called the "Project") in accordance with the Work Schedule (Appendix 1) and the Town and Cross Sound Ferry further agree to expeditiously implement the service improvements (Appendix 2) all in accordance with the terms and conditions of this Agreement. 5. State Assistance. Subject to the Town's compliance with the terms, conditions and requirements of this Agreement, the State agroes to pay to or on behalf of the Town, in the manner hereinafter provided, a maximum of Four Hundred Thousand Dollars ($400,000.00) to the costs of contracts entered into for the accomplislunent of the Project. By executing this Agreement, State certifies that it has monies available and will pay the Town for the Project Costs up to a maximum of Four Hundred Thousand Dollars ($400,000.00). 6. Design Plans, Spec:f ficat•ions and ESt'ilwlLes. Cross; SOL111d l crry agrees to provide for payment for all design plans, specifications and estimates and all costs which raise the Project cost over the awount of State assistance. The design shall be prepared by a consulting engineer licensed to practice in the State of New York, experienced in design of projects similar to the Project Facilities and apporved by the Town and the Commissioner. 7. Federal, State and Local Law. In the event that any election, referendum, approval, permit, notice or other proceeding, requirement or authorization, environmental review or impact statement is required under federal, state or local law, ordinance, rule or regulation to enable the Town and/or Cross Sound Ferry to enter into this Agreement or to undertake the Project, or to-_observe,-assume.or.carry:oiit"any-of the`pruuistons=af this Agreement, Cross Sound Ferry will, at its own expense, initiate and, with the appropriate assistance from the Town, complete all actions so required. 8. Accomplishment of the Project. The Town shall provide for the advertisement for proposals, reception of bids, and will award construction contracts for the Project as set forth in Appendix 1. The Town shall be responsible for the supervision of any construction undertaken pursuant to such contracts, all in accordance with procedures applicable to the advertise- ment for proposals, receipt of bids, award of contracts and supervision of Department construction contracts. Cross Sound Ferry will compensate the Town for costs incurred in carrying out its responsibilities under this paragraph. At the time the Town and Cross Sound Ferry agree upon the cost of carrying out such responsibilities, Cross Sound Ferry wil deposit the full amount in an escrow account to be established by the Town for that purpose. 9. Accounting. The Town shall establish and maintain for the Project, in accordance with requirements established by the Department and approved by the State Comptroller, a separate account to be known as the Project Account. The Town shall record in the Project Account, as they are received, all payments received from the State and any other source on account of the Project. The Town shall also record in the Project Account such funds as it may allocate from its own funds for the Project. Authorized representatives of the Department and/or the State Comptroller shall be permitted access to the Project Account for the purpose of performing audits at such time as the Department and/or the StaLe Compo..oller may require, r 10. Documentation of Costs. All costs charged to the Project State Account shall be supported by proper docuuu-ntati.on, including t:irue records, payrolls, invoices, bills, receipts, contracts, vouchers, and the like, evidencing in appropriate detail the nature and propriety of the charge, all in accordance with the rules and regulations of the Department as approved by the State Comptroller. ll.. Requisition and Payment. Payments of State financial- inancialassistance assistanceto the Town for the Project shall be made upon submission by the Town to the Department of monthly vouchers, for work performed and payments due the conLractor. Such vouchers shall be in summary form and shall identify the contract under which work was performed or payment is due. The documents supporting expenditures included therein shall. he maintained by the Town and made available to the D epirtment and/or the State Comptroller for audit upon request. 12. Records. All records maintained by the Town relating to this Agreement shall be maintained by the Town for not less than three (3) years after the date of final payment hereunder. 13. Contracts. Neither the Town nor Cro;,s Sound Terry shal.l. execute any contract, subcontract, amendment, or change order or obligate itself in any other manner with respect to the Project without first obtaining the written approval of the Department. Such approval will not be unreasonably withheld. 14. Planner of: Performing Worlc. The Town shall require that all + work performed and/or administered by its employees, contractors, agents and assignees shall be in accordance with all provisions of State law, rules and regulations, including but not Limited to, all. affirinati.ve action requirements. In any contract entered into by the Town or Cross Sound Ferry for all or any part of the work that is the subject of this Agreement, and for which the Town will. request payment hereunder, it shall require its contractor to comply with all applicable provisions of Appendix "A" and Appendix "B" which are attached hereto and made a part hereof, and all of the applicable provisions of the Labor Law of the State of New York. 15. Insurance. The Town and Cross Sound Ferry shall provide: for insurance coverage of the types and in the amounts set forth in Appendix 3. 16. Submission of Records. 'The Town and Cross Sound Ferry agree to submit to the Department and to the State Comptroller, at such times as either may request, such information, books, records, documents and other data as either may deem necessary to assure compliance with the terms of this Agreement- pert-rdning to the construction of the Project FaciIJI-i.es. 17. Service and Maintenance. Cross Sound Ferry agrees to provide the service improvements detailed in Appendix 2. and to maintain at its own expense the Project Facilities, as well as ancillary facilities within the geographical limits of the Project Facilities used in providing services thereon or therewith, in good order and repair. r 1.8. Til:le_t:o Pro-lect Paciliti.es. The Project Facili(A[es shall be the property of the State and title thereto shall be vested In the SL,ite for the useful life of said materials. For the purposes of this Agreement, the useful life of the materials shall not exceed the term of this Agreement. At the end of the useful life of said materials, title shall be vested in Cross Sound Ferry. I 19. Use and Disposition of Facilities. Cross Sound Ferry agrees that during the term of this Agreement none of the Project Facilities covered by this Agreement shall be sold, leased, rendered Unusable, relinquished or disposed of without the express written consent of the Conunissioner first having been obtained. Such consent will not be unreasonably withheld. 20. Inspection. During the term of this Agreement the Commissioner shall have the right to enter upon the premises of Cross Sound Ferry for the purposes of inspecting and examining the condition of the Project Facilities and any activities conducted pursuant to this Agreement. Such right shall be exercised only nt reasonable times and upon prior notice to Cross Sound Ferry. 21. Force Majeure. The obligations of the parties hereunder shall be subject to force majeure (which shall include strikes, riots, floods, acts of God, accidents, fire, lockouts, epidemics, insurrections, acts of public enemies, and other causes or circumstances beyond the control of the party claiming such force majeure as an excuse for non—performance), but only as long as, and to the extent that-, such force iimieure sluta.J prevent performance of such obligations, except that no party aiiaaa. be required to settle any strike, lockout or industrial disturbance by acceding to the demands of the opposition. 22. Successors and Assigns. All the covenants and obligations of the parties hereunder shall bind their successors and assigns whether or not expressly assumed by such successors and assigns. This Agreement may not be assigned without the express written consent of: the Commissioner first having been obtained. 23. Interpretation. The section headings utilized in this Agreement are for conve.nience only and shall not affect the construction hereof. This Agreement shall be construed in accordance with and be governed by the laws of the State of New York.. All Appendices attached hereto are integral parts of this'Agreement and the provisions set forth in the Appendices shall bind the parties hereto to the same extent as if such provisions had been set forth in their entirety in the main body of this Agreement. Nothing expressed or implied herein shall give or be conutrued to g,:[vc, to ,lily pert;ou, firm or corporaLlou otlicr- than tilt State, the Town or Cross Sound Ferry any legal or equitable right, remedy or claim under or in respect of this Agreement. Neither this Agreement nor any of the terms hereof may be terminated, amended, supplemented, waived or modified orally, but only by an. instrument in writing signed by the Commissioner, the Town and Cross Sound Ferry. 24. Relationship of Parties. The relationship of the Town and Cross Sound Ferry to the State is that of independent contractors, and :in accordance with their status as such independent contractor,, the Town and Cross Sound Ferry covenant and agree that both of them will conduct themselves consistent with such status, that they will neither holt] themselves out as nor claim to be officers or employees of the State by reason hereof, make any claim, demand or application to or for any right or privilege applicable to officers or employees of the State, i.ncltid:[ng but not limited to workers' compensation coveroge, unemployment i.ns-urance benefits, social security coverage, or retirement membership or credit. The relationship of Cross Sound Ferry to the Town is that of an independent contractor, and in accordance with its status as independent contractor, Cross Sound Ferry covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as nor claim to be officers or employees of the Town by reason hereof, make any claim, demand or application to or for any right or privilege 0 0 applicable to officers or employees of the Town., including but not limited to workers' compensation coverage, unemployment insurance benefits, social security coverage, or retirement membership or credit. 25. 'Perm of Apreement. The terve of this Agreement shall be fifteen (15) years, commencing the effective date hereof. 26. Bankruptcy or Default. Neither this Agreement nor any interest therein is assignable or transferable by operation of law. If any proceeding under the Bankruptcy Act, as amended, is commenced by or against Cross Sound Ferry, or if Cross Sound Ferry is adjudged insolvent, + or if it makes any assignment for the benefit of its creditors, or if an order of attachment or execution is levied on any Project Facility for which payment has been made pursuant to this Agreement and is not released or satisfied at the termination of any litigation, or if a receiver is appointed in any proceeding or action to which Cross Sound Ferry is a party with authority to take possession or control of any Project Facility, Cross Sound Ferry shall notify the State and the State shall have the right: to, and may take possession of any or all such facilities, wherever same may be located, without any court order or other process of law. Tn such case this Agreement shall., at the ol)t:ion of State, without notice, innued:i.ately terminate and shall not be treated as an asset of Cross Sound Ferry after lite exercise of said option. The State shall not take possession of the Project Facilities or exercise its option to terminate this Agreement if service continues to be provided in accordance with the terms of this Agreement. In the event Cross Sound Ferry becomes unable to or does not provide the services in Appendix 2 , due to bankruptcy or otherwise, the Town agrees to cooperate with the State and make good faith efforts.to provide for the continuation of the service improvements except that the Town shall not be required to incur unreasonable costs in so doing. 27. New York State Content Program. The Town shall require that any contract let for the accomplishment of this Agreement be subject, as applicable, to the requirements of the New York State Content Program contained in Subdivision (7) of Section 422 of the Transportation Law. 28. "Rebuilding, New York" Signs. The '1'owu shJ11 rE�quire Char. Che contractor erect and maintain "Rebuilding New York" signs as directed by the Department. 29. The parties hereto understand that, based upon engineering cost estimates, the total cost of the items set forth in Appendix 1 will exceed the cost estimates set forth in Appendix 1 and will also exceed the maximum amount to be paid by the State. It is further understood and agreed by the parties hereto that all sums required to complete the items of work set forth in Appendix 1, in excess of the sum of $400,000.00 to be paid by the State, shall be paid to the Town by Cross Sound Ferry. Accordingly Cross Sound Ferry agrees that all moneys required to be paid by it to the Town, in excess of the sums to be paid by the State, shall be deposited with the Supervisor of the Town prior to the award of any contracts for the construction of such project. Said deposit of funds shall be made by Cross Sound Ferry to the Town at such time and in such amount and in such form as shall be determined by the Southold Town Board. 30. Not withstanding any other provision of this Agreement, it is under- stood by all the parties that the Town will not be deemed to be involved in any portion of this Project which the State is not funding, in whole or in part. 0 CROSS SOUND FERRY SERVICE, INC. PEOPLE OF THE STATE OF NEW YORK BY W �! John P. Wronows i Commissioner of Transportation TIT , President DATE April 27, 1984 TOWN OF OUIH�LD B ran r 'ITL r own of Southold DATE May 25, 1984 DATE May 25, 1984 APPROVED AS TO FORM: Attorney General Approved: BY For the Compti-oller pursuant to Section 1.1.2, State Finance Law DATE STATE OF Connecticut ) ss New London COUNTY OF New London ) On this 27th day of April 198 4, before me personally came John P. Wronowski to me known and known to me to be the President of Cross Sound Ferry Service, Inc., described in and which executed the foregoing instrument, and he acknowledged to me that he executed the same. Notary Public My Commission expire'--'. 3/31,�8� Notary Stamp: STATE 01? New York ) ss COUNTY OF Suffolk ) On this 25th day of May 1984 before me personally came Francis J. Murphy to me known and known to me to be the Supervisor of the Town of Southold, described in and which executed the foregoing instrument, and he acknowledged to me that lie executed the same. Notary Public juolTH T. TERRY N o C a iy Stamp: Note ry Public, State of New York No. b2-0344963 Suffolk County f Commission Expires March 30,1915 AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND THE CROSS SOUND FERRY SERVICE, INC. APPENDIX 1 - WORK SCHEDULE 1. The following work items are eligible for funding in whole or in part to a maximum of $400,000.00 by the 1983 Rebuild New York Bond Issue. WORK ITEM COST ESTIMATES a. Construct additional bulkheads, $400,000.00 install five dolphins; modify vehicular ramp b. Build new terminal building $135,000.00 (2300 square feet) c. Construct a staging area $150,000.00 TOTAL $685,000.00 TOTAL TO BE PAID BY THE STATE $400,000.00 2. The Cost Estimates provided in this Appendix are preliminary estimates only, subject to modification by the Commissioner at the time engineering estimates and contract documents are submitted to the Department for approval. 3. All site plans, preliminary designs and final designs proposed for the accomplishment of the Work Items in this Appenidx are subject to the approval of the Department and the Town. 4. No contract bids will be accepted or change on contract orders issued which will cause the total project cost to exceed $400,000.00 unless approved by Cross Sound Ferry. 5. Not withstanding any other provision of this Agreement, the Town is responsible only for the advertisement of bids, reception of bids, and award and supervison of construction contracts under this Agree- ment which are to be paid jor in whole or in part by State monies. At the completion of the last contract in which the State will participate, the Town's responsibility hereunder ends. 6. Cross Sound Ferry is responsible for the completion of the work items in this Appendix whether or not State monies are available for partici- pation. Cross Sound Ferry will certify to the State upon the completion of each work item it constructs without the involvement of the Town that the work was executed in accordance with the plans and this Agreement. AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND THE CROSS SOUND FERRY SERVICE, INC. APPENDIX 2 — PROVISION OF SERVICE 1. Ferry service is currently provided by Cross Sound -Ferry from the Town of Southold to New London, Connect-iciit- every day of the yeol-, weather permitting. Cross Sound Ferry agrees to continue this ferry service and to reduce the number of cancellations due to poor weather conditions. 2. No reduction in the amount of service proposed by Cross Sound Ferry shall be effective without the written approval of the Commissioner first having been obtained. Such approval will not be unreasonably withheld. 3. Cross Sound Ferry will improve the landside accommodation of passengers through the provision or improvement of a waiting area, r.estrooms and ticket purchasing services, and the construction of ;i pived staging area to minimize wear and tear on passenger.vehicles and inconvenience to passengers. 4. Cross Sound Ferry shall provide quarterly reports to the Commissioner not later than sixty' (60) days after the close of the period covered by the report listing the frequency of service, the number of people, passenger vehicles and tractor trziilers carried each month, stor.ting with the first c<ilciidar quarter during which this Agreciiwnt is in effect and continuing throughout the life of this Agreement. AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND CROSS SOUND FERRY SERVICE, INC. APPENDIX. 3 - SPECIAI. PROVISIONS 1. Cross Sound Ferry shall procure an insurance policy or policies of the types and in the amounts following: a. The Town, the State, and the Commissioner must be named as insured parties on any policy under this paragraph. Policies of bodily injury liability and property damage liability insurance, each with limits of liability of not less than $500,000.00 for all damages arising out of bodily injury, including death at any gime resulting therefrom, sustained by one person in any one accident and subject to that limit for each person; not less than. $1 million for all damages arising out of bodily injury, including death at any time resulting therefrom, sustained by two or more persons in any one accident, and not less than $500,000 for all damages arising out of injury to or destruction of property in any one accident and subject to this 11.mit por accident, not less than $1 mi.1.1ion for all damages arising out of injury to or destruction of property during the policy period. b. Property damage insurance covering the Project Facilities and ancillary facilities used to provide the service improvements in Appendix: 2 in the amount at least equal to the cost of such facilities. The policy shall be kept in force for the life of this Agreement and shall contain a provision requiring the insurer to provide the Commissioner with written notice of any cancellation, suspension or reduction of such coverage at least thirty (30) days prior to the effective date thereof. The State must be a named insured on any policy under this paragraph. 2.. The Town shall require the contractor to provide an insurance policy or policies of the types and in the amounts following: a. Protective Liability Insurance issued to and covering; the liability of the Town, the State, the Conmiissioner and all employees or other representatives of each of them, both officially and personally with respect to Lill operations under this Agreement, including omissions and supervisory acts of the Town, the State, the Commissioner and their employees or other representatives. b. Liability insurance issued to and covering the liability of the Contractor with respect to all work performed by him under this Agreement-., but not less than $500,000 for each accident and $1 million aggregate. C. Liability insurance issued to and covering the liability of each of: the Contractor's sub -contractors with respect- to all d. work performed by said gub-contractors under this Agreement. (With the same limits as set forth in b. above). 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 sub -contractors. e. Protective liability insurance issued to and covering the liability of the Town and all cmp.loyces of the Town, both officially and personally, with respect to all operations under this Agreement by the Contractor or by his sub -contractor, including omissions and supervisory acts of the Town employees. 3. The Town shall provide the Commissioner with 8" x 10" color photographs of the work site before, during and after construction in order to document the original condition, the progress of construction and the completed Project. A maximum of 24 such photographs shall be provided at the time final payment is requested by the Town. Cross Sound Ferry sliall reimburse the Town for its expenses under this paragraph. 4. Plans, Spec_if:icaLions and Lstiniates must be submitted to the Commissioner before any title or interest in right-of-way is acquired and/or any construction of the project is initiated. Field surveys, mapping, and the preparation of any other reports, documents, etc., as required may take place prior to approval of: Plzins, Spec-if:icotAous mid E's,17inuates by the Commissioner.. 5. The Town shall prel nre a spread sheet anrrly;;:[s of ConsLrUctioll bids and submit it to the Conmiissioner prior to selection of bids. 6. A work schedule must be prepared by the Contractor and approved by the Town and Cross Sound Ferry before the start of the Project. The work schedule showing the percentage completion of major work i_tolis must be submitted to the Town at the end of each month after the start of construction. Payment vouchers submitted to the State shall provide a summary of work accomplished to date including the cost of individual work elements and materials and shall be certified by the Town's consultant engineer. 7. At the time of completion of the work, Cross Sound Ferry shall make available to the Town all survey notes, computations, maps, tracings, original aerial film, subsurface exploration data and photo indices, if any, and all. other documents and data pertaining to the work or to the Project- which mat'er:ial at all. Limes shall be the property of the Town. In the event that this Agreement is terminated for any reason, then, within ten (10) days after such termination, Cross Sound Ferry shall make available to the Town all the aforementioned engineering data and material. 8. No interim payment will be made in an amount: that would bring the aggregate amount of all partial payments for the Project to more than 90 percent of the maximum obligation of. the State as set forth in Appendix 1. 9. Whenever the Project is completed in accordance with this Agreement, the Town may apply for final payment. 'The final payment will be made to the Town if: a. A final inspection of all work has been made jointly by the representatives of Cross Sound ferry, the contractor., the Town and the Cotmnissioner unless the Commissioner agrees to a different procedure for final inspection. b. A final. audit of the project account has been completed by the Commissioner or the State Comptroller. C. The Town has furnished final "as constructed" plans, unless otherwise agreed to by the Commissioner. 10. In no event shall the making by the State or the Town of any payment pursuant- to this Agreement constitute or be construed as a waiver by the State or the Town of any breach of covenant or any default which may then exist on the part of Cross Sound Ferry and the malting of any such payment by the State or the Town wh:il,e any such breach or default shall exist shall not impair or prejudiceany right or remedy available to llie State or the Town in respect of such breach or default. -CONK 335d(8182) APPENDIX A The parties to the attached C7ntract further agree to be bound by [lie following, which are hereby made a part of said contract: I. This contract may not be assigned by the contractor or its right, title or interest therein assignCd, transfcrrcd, cunvcycd, sublet or disposed of without the previous consent, in writing, of the State. 11. This contract shall be deemed executory only to the extent of money available to the State I'or the performance of the terms hereof and no liability on account thereof shall be incurred by the Stale of New York beyond moneys available I'or the purpose th�reul'. . Ill. The contractor specifically agrees, its rctlllll'ed by Labor Law, Sections 220 and 220-d, as amended, that: (,I) 110 Iallorcr, wurknlaa m tact limlir, ill the employ of the conlr:Irlo1., sub ollilaclor 4)r ollicl Verson doing or conlracliog tu du the whole Or any paint 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 emergencies set forth in the Labor Law. (b) ill(- wages paid I'm a legal day's work shall be nal Icss Ihun the prevailing talc of wages as defined by law. (c) the minimum hourly rate of wages to be paid shall not be less than that stated in the specifications, and any redeter- ininalion of the prevailing rate of wages after the contract is approved shall be deemed to be incorporated herein by rcference :Is of the ClTeclive cklic 4)l' re(Ieternlinalion and shall 1,4)1.111 a part of these contract ducunicnts. 1) The Labor Linn provides Ilial the contract may be forl'ciled alld no sum paid Iur any work done HICITundcr 011 it second cunviction fen• willfully paying less than -- (a) IIIc "liplikilcd wage :,c:11c as piuvidcd in Labor Law, 5ccliun 220, subdivision 3, its atliCl(tiCd, or (b) less than the stipulated minimum hourly wage scale as provided in Labor Law, Scelion 220-d, its amended. IV. The contractor specifically agrees, as required by the provisions of the Labor Law, Section 220-c as amicndcd dial ( I) In hiring, til C11ipluyecs I'm the perl'0rnuulce of wort: midcr this contract 01. any subCuulfact hCICUlldel', 01. C01 IIIc rilanulacture, sale or distribution of materials, equipment or supplies hereunder, no contractor, WIXO lractur 1101' any person acling un behalf of such contraclur 01. subconlraclor, shall by reason 4)l' rac(-, creed, c0101, sc\ 4)r Wiliuual orig.ill tli:,criulillaw ilg;lillst ally ciliic11 o1 the `ilale of New Turk who is (Iualiked and available to perlot ill the wort, to which the enlpluylncnl rtaalcs. (b) No cone•actor, subcontractor, nor un), person on his behalf' shall, in any manner, discriminate against or intimidate ally employee hired for the performance 4)l' work under (his cuntrael 4)u ,(-want of race, erred, COIOI', ses 01. nali0nal oril;in. (c) 'There may be deducted from the amount payable to the contractur by the Slate under this contract a penally of live dollars for each person for each calendar day during which such person was discriminated against or in(imid.11cd in violation ul'tile provisions of Ilie conlracl, and (d) Illis conlracl Islay be cancelled or lermin,ticd by Ibe Stale Or nrtrtlicipalily and all moneys due 4)r to bcCoIllc title hereunder may be forfeited for a second or any subse(ptcnl violalion of the terms or candili0ris of this WCO011 of the conlracl, and (e) the aforesaid provisions of this section covering every contract I'or or un behalf of the slate or municipality for the Iuiutul'aclure, sale or distribuliuu of materials, equipment or supplies shall be limited to operations performed within the territorial limits of the State of New York. I)rlrinl; 111c performance of Ibis conlrilcl, the contactor agrees as follows: (a) The cuntraclor will not discriminate against any enli loyee or applicant for employment because of race, creed, color, sex, national origin, age, disability or nmriwl status. (b) II' directed to do so by file Commissioner 4)l' I lu11,an Righls, the conlractor will serol ►o (-,tell labor union 4)r rcplocn• lalive of workers with which file cunlraclur hats or is bound by a collective bargaining Or other agreement or undcrslan- (lint;, it notice, to he provided by the Slalc Commissioner of I'Illlllali Rights, advising such labor union or represcn- Mlive Of the COIIIMCIOI"s ap,rcent(•111 Under clauses (a) Ihruulth (g) (h(-rcillaficr called "Holt discrinlivaliun eliulsrs"). II' the Cuntaclur was directed to do SO by the cuntracling agency ars part of [lie bid of negotiation of* this conn) ,ic1, file contraclor shall request such labor union or rcpreserlialive to furnish a wriftcn slalcnlenl 111.11 such 1,1101' union Or repl'escillalivc will not discriminate bccmise of race, creed, color, sex, national origin, ager, disability of Ila rilid status, and ilial such Labor union oi' representative will cooperate, wilhin the limits of its legal and contractual aulhur'ily, Ill the implementation of file policy and provisions of these nun -discrimination clauses and shat it consents and agrees that recruitment, employment and the terms and conditions or employment under this contract shall be in accordance with the purposes 4nd provisions of these ton -discrimination clauses. II'such labor union or representative -fails a1. refuses to comply with such it request That it furnish such it stateiilent, the contractor shall, promptly notify the State Commis- sioner of Human Rights of such I'ailure a1. refusal. CONK 3354.2 (8182) P� (c) If directed to do so by. the Commissioner of Human Rights, the Contractor will post and keep posted in conspicuous places, available to employees and applicants for employment, notices to be provided by the Slate Commissioner of Itnllall Rights setting forth the substance of the provisiuus'ul' clauses (a) and (b) anti such provisions of: file Slale'a laws against discrimination as the State Commissioner of l lunlan flights shall delernlinc. (d) The contractor will state, in all solicitations or advertisements for employees placed by or on behall' of the contractor, that all qualified applicants will be afforded equal employment olaporilolifies withoul discrimination bCL-Mi t' of race, creed, color, sex, 11,1601lal Origin, ;I.l', LllSUblht)' Or I11L11•Itill st;.ltlls. (c) The contractor will comply with the provisions oi' Sections 290-.--299 of the Gxeculive I..aw and with the Civil Rights I.aw, will furnish all inl'or11ulliurl ;ltd reports devilled ncceNs;lry by Il)e Slate C'onnrlissioucr of, I IIIIII 111 under lllc,c nun disu'inuualiun cl;uc;cs iuld such ;Cc:6011s 01' the t:xeruflvc I_;nv, and will lacrnlit aWLCSN (u the L:0101actol's books, records and accounts by the State Cormissioner for the purposes of investigation to ascertain compliance with these non-discrimination clauses and such sections of the Executive Law and Civil Rights Law. (I') 'Iritis contract play be forlhwilII canceled, Icrnlinincd nr suNjI NILIrtl, ill wh01t• or in Dart, by lite cunirnclinit ut.vil y ulwll the basis of, a l'inding made by the State C:oullnissi0ncr ul' I Inman !tights that the contractor has 1101 conlp!icd wifll these non-discrimination clauses, and the contractor may be declared ineligible ror future contracts rluutc by ur ou behall' of the Slate or a pulbic authority or agency of the State, until the contactor satisfies the State Commissioner of I Innrul Righls Ihat the contraclor hits established and is carrying tai a program in conformity wish div prm kio , of these null-discriminatiult clat,ses. Such I•illding shall be matte by tl)c titrate t'onunissi0ncr 01' I -lumen Rit;l)r>; ul'ICI con- ciliation efforts by the Commissioner have foiled to achieve compharlce wiih Ihese Iron-disci•iminalion cL•ulses anti . Ilcr a verified culliplaini Ims been filet) with the (_)IIIIIliN51o11C1', notice Illeroul' has been given to the cuulraetor uud all op. portnlity has been al'forded file cunlracloi• fu be heall'd publicly in ncrordmIt.-e wiih the F,(mllive Law. Sucli .tinnciiuu:, nlay lu• inll)lscd ;Illd rcnrcdic'. iuvukcd indcperldcully of of ilk akidil toll to :'alikAiunti and rcllwdic�, olhci v. r.t. lu k,\ 1d, .l by law. , (g) The contractor will include the pruvisiuns of clauses (a) thruilgh (f) in every Subcontract or purchase urLlcr in such :1 manner that such provisions will be binding upon each subcontractor or vendor as to operations to be pt:rfuI'll led within the State of New York. The contraclor will take such action ill enforcing such provisions ol'Nllcll stlbcontrarl or In1c1IWX urdcl W, IIIc Suuc l ununi: J0 11cr of I Itllll;lll Kiftlns or IIIc cunlr;wlinit;11.vllry linty Liirccl, inrludinl, •,ill lino urlculcdirti for hull cunllllinucc. II the coullmlor hCCu;1105 involved in ur is Ibrcalcntltl with Iilig,;Iliuu with I1ls,u14011 tactor 0r vendor m a result ol'sucll direction by the Sl;ac Commissioner 0f 1lunma Eights or the comm Mill!; altrll y, Ibc cunt;lclor shall promptly so notify the Allorney Gencr;d, rccluC� linl, Il)c iUlrn•ney C;cncral lu inlcrvcnc and I1l0lrt•I IIIc interests ul' the State ol' New York. VI. (;t) By submission of this bid, each bidder and each person sighing on behAf of any bidder certifies, and hl the case of a joint bid each party thereto certifies as to its own organization, under penalty of perjury, that to file best of his knowledge and belief: 1) The prices in this bid have bowl arrived at irldepehdelltly without collusion, consultation, cW111l1lillicatlUh or agrcc- mem, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with ally compelitor; 2) UllIvss 01IIcrwise retµiired by law, the prices which have liven quuled in Ibis bid have not been knuwirlp,ly disclosed 11 the bidllcr and will not knowingly be disclosed by the bidder prior lu opening, directly or indirectly, to any other bidder ur to any compOilor; 3) No altempl has been nnuk or will be made by the bidder to iliduce any other person, partnel•ship or corporation lu Sub- mit or not to submit a bid I'm lite purpose of restricting competition. (b) n bill shall 1101 be considered fur;sward nor shall ally award be untie wl)cre (;I) (1) (2) anal (3) above have 1101 bull corli- plicd will) provided, however, that il' in any case the bidder cannot n,lll,c the furel;oing certil'icnlion, the bidder sh;Ill so "lale ;old shall fnrnisil wil ll IIIc bid a sijolvd ;kIWIIwIIt wilich !,cls I'orlll in ticlail IIIc ww'ons l l)creforc. W hcrc (;l) (1) (.') and (3) above have nut been Complied will), the bid shall uol be t:onsidcred For award nor shall any ;Huard be nriLIC unless the head of the pill 'ISing unit of [lie State, public department or agency to which the bill is nnulr, or his designee, ticicrnlilled I11a1 such disclosure was not made I'm the 11111,pose of restricting cuntpelition. The fact that a bidder (a) has published price lists, rales, 0r tall il'fs covering items beiu); procured, (b) has infurnlctl prospective cuslonlers of proposed or pending pablitaliun (fl' II,:w ur revised price lids I'm. such ilenls, ur (e) haN sold the sante items to olhcr cuslolmel'S 11 the same prices being bili, dues not t:orlslitute, without more, a disclosure within the nr_aning of paragraph VI (a). VII. 'rile agreement shall be void and of no force and effect unless the contractor shall provide coverage for the benefit ol', and keep covered durinl; the life of illis agreement, such employees as are required Io be covered by the provisions of the Worltcr's C'onl pensation Law. C -)NR 33.54-3 (8182) VI 11. In accordance with Section 220-f of the Labor Law and .Section 139-h of the State Finance Law and the regulations of thr, C'onnptroller of the State of New York promulgated thereunder, the contractor agrees, as a material condition of the contract A. That neithcr the contractor nor any substantially owned or affiliated person, firm, partnership or corportation has par- ticipated, is participating, or shall participate in an international boycot in violation of the provisions. of the United States Export Administration Act of 1959, as amended, or the Export Administration Act of 1979, as amended, or the regulations of the United Slaws Department of Commerce promulgated thereunder; ll. That if the, contractor or any substantially owned or affiliated person, firm, partnership or corporation has been convicted or snbjec(ed ton fin ll determination by the United States Department of Commerce or any other appropriate agency of the Uni(ed Sl;Ilv% of ;i violation of the thiilcd Slalc�; lixporl AdminixUalion Act of 1969, an ;mended, or the I?xllorl Administration Art of 1VA), as ;uucudcd, or the regulations ul the United Slates Department of cotunterce promulgated thereunder, the cont'aclbr shall noting the Comptroller of such conviction or determination in the manner prescribed by the Comptroller's regulations. 4.t TIEW YORK STATE DEPARTMENT OF TRANSPORTATION REQUIRED CONTRACT CLAUSES FOR ALL CONTRACTS FOR TRANSPORTATION INFRASTRUCTURE RENEWAL PROJECTS APPENDIX "B" PART I. EQUAL EMPLOYMI:N`1' OPPORTUNITY REQUIREMENTS. De.fi11j Lions. As used in these requirements, the following definitions will apply: a. "Covered area" mentis the geographical area described in tine solicitation from which this contract resulted or the geographic area within which this contract. will be performed. b. "Department" means the New York State DeparL-meut of Transportation. c. "Commissioner" weans lite Commissioner of Lire New fork State Department of Transportation or his duly authorized r.epresenLaLi.ve. d. "Director, TAA110" means the Director of the New York State Depar.'Lmu:nL. of TransporLoLiou Aff:i.nw. Lvc Act -ion 1'ral,ram:; Ufl�icr vr' liis duly authorized representative. c. "Employcrr.' IduuLi.I'ic;iLiou Number" means Lhu Vedera.l :ionial Security Number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. f. "Minority" includes: (i) Black (all person having origins in any of the Black African racial groups not of Hispanic origin); (ii.) Hispanic (a person of Spanish or Portuguese cul Lure w.iL.h origins in South or Central America or the Caribbean Islands regardless of race); (iii.) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the- Indian heIndian subcontinent, or. the Pacific Islands); and (iv) American Indian or Alaskan Native (all persons leaving origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and participation or community identification. Identification may be made by any suiLable authority in lire community such as an educational institution, religious organization or a State agency). g. "Recipient" means the Applicant, Participating Municipality, Grantee or any other party to an Agreement with Lire Department in which 4/2 .4* y it receives.or controls the dispensing of State monies for transportation infrastructure renewal projects. 1. The Recipient shall include the Definition section above and the text of this Part, beginning with the words "REQUIRED CONTRACT CLAUSES" and Part II of this document as part of every contract, subcontract, document for soliciting bids or proposals therefor, or purchase order and such requirements shall be binding upon each contractor, subcontractor, or vendor.. 2.a. The Recipient shall enforce the obligations set forth in this Part by taking actions at least as extensive as the following: (i) monitor the efforts of contractors, subcontractors or vendors to comply with their obligations under this Part by reviewing the monthly employment utilization forms submitted by such contractors, subcontractors or vendors as required by paragraph seven of this Part; (ii) submit to the Director, TAAPO quarterly composite employment utilization reports on forms to be supplied by the Department; (iii) furnish all information and reports as may be required by the Director of the Office of Contract Compliance and Minority and Women -Owned Business Enterprise (hereinafter the Director of the Office of Contract Compliance) under the authority of New Yor.l� State Governor's E'XCcuL.i.VC Order 21 of' Au811sL. :3, .1913:3 (here:i.uaf er ExecllCive Or(-Icrl_- 21), or by rules, regulations and orders of the Commissioner as may be promulgated under or pursuanL to Exec:uL.i.ve Order 21; (iv) take such action as the Director, TAAPO or the Department shall direct in order to enforce the requirements of this Part, including sanctions for noncompliance; PROVIDED, HOWEVER, that in the event the Recipient becomes invo.I_ved in, or is threatened with, IiLigat.i.on with a contractor, subcontractor, or vendor as a result of any regUlremellL of the Part or direction issued pursuant to this Part, the Recipient may request the State of New York to enter. into such 1.:i.t:igaL4on or dispute Lo protect the interests of the State of New York. b. The Recipient is encouraged to contact the Director, TAAPO for information and guidance regarding enforcement of the requ.lremellLs of this Part. The Recipient is encouraged to participate in any training sessions Che Director, TAAPO may cisLabl:isl►. for Ll►e plu-poses of L114.; Pal -L. 3. The Recipient will comply with any procedures and guidelines established by the DirocLor or. Che Orfice of CooLracL Compl innce undo l• the authority of Executive Order 21. 4. The Recipient shall permit access to its books, records and accounts by the Director, TAAPO and/or the Department for purposes or investigating compliance with the requirements of this Part and auy rules, regulations, orders, procedures or guidelines pr.omulgaLed or established pursuant to or under the authority of ExecuCive Order 21. NEW YORK STATE DEPARTMENT OF TRANSPORTATION REQUIRED CONTRACT CLAUSES (PART I.) During the performance of this corrtracL, the Contractor agrees as follows: ,, 1. The ConLr.actor will ensure equal emhloymenC opportunity by not. discriminaLing against. arty applicauL for employment because of race, color, religion, sex, national origin, age, disability or marital status. The Contractor will ensure that employees are treated during employment without regard to their race, color, religion, sex, national origin, age, disability or marl ial status, regarding, among other things, the following: upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensation, and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this nondiscrimination clause. 2. The Contractor shall make a good faith effort to ensure equal employment opportunity by taking the affirmative actions set forth i►► paragraph three of this Part. The Contractor's success in achieving or bettering the goals set forth i.n.Part 11 shall be a substantial factor i►► any determination, of whether Lhe Contractor Ims complied w L i L:; obl.igaLion.s to ensure equal employmeut opportuniLy in the performance of Lhi_s conLract. Thesc f;o,ila are expr•Ussed as percenL,id;c.,s of Ili(- LO LA huurs of c mpLuymvuL and training LhaL Lhu ConLracLur should r.easunably be able to give to female or minority employees in a certain covered area. These goals were established from materials published by the Office of Federal Contract Compliance Programs based on appropriate workforce, demographic or other relevant. data. 3. The Contractor shall implement affirmative action steps at least as extensive as the following: a. ensure and maintain a working environment- free of harassment., intimidation, and coercion at all sites, and in all facilities at which the ContracLor's employees :are assigned to work. The COLrLracLo.r shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out Lhe ConLracLor's obligation to maintain such a working environment, with specific at. enLion Lo minority or female individuals work Lug aL sand► siLus or in such facilities; b. state in all solicitations or advertisements for employees placed by or on behalf of the Contractor that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex, national origin, age, disability or marital sL-aLus; C. send Lo each labor union or representative of workers with which the Contractor has a collective bargaining agreement or other contract or understanding, a notice advising the said labor union or workers' representative of the Contractor's commitments under this Part, and shall post copies of the notice in conspicuous places available to employees and applicants for employment; d. establish and maintain a current list of minority and female recruitment sources, 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; e. maintain a current file of the name, address and telephone number of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or coimoun:i-Ly organization and of the action which 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 docmueiiLed in writing to the Recipient and noted in the file with the reasons therefore, along with whatever additional actions the Contractor may leave taken; f. provide immediate written notification to the Recipient when Llie union or unions with which the Contractor has a collective barga.i.u.i.jig agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when .the Contractor has other iufor.maLi.ou tliaL. the union r.•eferral process has impeded the ContracLor''s el:forL.s Lo mccL iL;; obligaLJoits; g. duv(-Aup uii-Lhu-,jut., Lra.i.ui.ng upporLuni.L:ies and/Ur parLic:ipaLiou in training programs 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 United States Department of Labor:•, the New Yorlc State DeparLmen.t of Labor, or the New York State DeparLmenL of Transportation and appropriate for utilization on projects similar to those of the New York State Department. of: Transportation. The ConLracLor shall provide notice of these programs to the sources compiled under. 3.d, above. If the Contractor fails to develop or participate in such apprentice or training programs, its failure to meet the goals set forth in Part II will be presumed to be noncompliance with the requirements of this Part; h. disseminate the Contractor's equal employment opportunity policy by providing notice of the pol=i.cy to unions and training programs and rcquesl.iuF; llicrir- coop(-r'aLion in. assislin), Lhc CoMraclo.r ill mcwctin}; il:: uquKi.l, ompluymc►il. uppur•LuiiiLy ubl.i.gaL.Luus, by iucludiug it ill any po.l-i-cy manual and collective bargaining agreement, by publicizing it in lire company newspaper., ani.ual report, and other similar iLems, by specific review of the policy with all management personnel and with all mh1oriLy and female employees at least once a year, and by posting the company equal employment opportunity policy on bulletin boards accessible to all employees at each location where work under this contract is performed; i. review, at least annually, the Contractor's equal employment opportunity policy and affirmative action obligations under this Part with all employees .having any responsibility for hiring, assignment, layoff, termination or other 'employment decisions including specific review of these items with on-site supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of 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; j. disseminate the Contractor's equal employment opportunity 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 Contractor's equal employment opportunity policy with other contractors and subcontractors with whom the Contractor does or anticipates doing business; k. direct its recruitment efforts, both oral and written, to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training or'gani.zaL.i.ons serving l.lie Cont.ractor's recruitment. area aucl employmellL needs. Not la Ler Lhaa one monLil prior to the date for the acceptance of applications for apprenticeship or other training by any recrlii.Lme:nl source the Contractor shall send written notification to organizations such as the above describing .the openings, screening procedures, and Les Ls to be used in Lhe selection process; I. cncoiurage presets minority and female employees to rccruil o0tei- miuor'i Ly put-soms and womwu aItd, witer'c r'easul Ib1(_-, provide t11.Lcr school, summer and vacation employment to minority and female youth boLli on Lite site and in other areas of a Contractor's workforce; M. conduct, aL least annually, an inventory and evaluaLiou 0.1 all, minority and female personnel for promoLi.oual. opporLu.rl:i.Lies and cncorlrage these employees to seek or to prepare for, through appropriate training, or other similar activities, such opportunities; fl. ensure that seniority practices, ,job class:i.f:i.caL.i.ons, work assignments and other personnel practices do not have a discriminatory effect by conL:iluaal.ly monitor..ing all personnel and employment reaaLe(l activities to ensure LhaL tile equal employment opportunity policy and Lhe ConLracLor''s obi.igaLions under. Llr:is ParL. are bc.ilag carr.'.ied ouL; o. ensure that all facilities and company acLiviLi.es are nonsegregated except LbaL separ.aL-e or single -user Loi.1eL and nc'cess;ii•y 014119illg facilities shall be provided to assure privacy between the sexes; p. conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's equal employment opportunity policies and affirmative action obligations; 4. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations. The efforts of a contractor association, joint contractor -union, contractor community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling one or more of its obligations under this Part provided that Life Contractor actively participates in Lite group, makes every effort to ensure that the group has a positive impact on the employment of minorities and women in Llie industry, ensures that the Concrete benef i Ls of Life program arc reflected in Life CoirLracLor's mirroriLy and female workforce participation, makes a good faith effort to meet its individual goals, 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 Lite Contractor's noncompliance. 5. Through implementing the affirmative actions set forth above and the Contractor's other efforts to ensure equal employment opporLuuit.y, tyre Contractor shall make every effort to employ minorities and woman tllroughouL Life life of t:lae 'contracL. 'I'ht:, transfer- of miiior•iLy or femcilc. employees or Lraiuees from contractor to contractor or from project Lo project for the purpose of meeting the Contractor's goals sliall be in violation of the contract. 6. lu or.tacr for Lite nonworking training hours of apprentices and trainees to be counted in meeting Lire goals, such appr:-ertLices and Lr-ai.uees must be employed by the Contractor dtrr.ing Llie Lraini.ng pWriOd, tntcl Liu- ConLracLor uu.isL have made a cowmiLmenl. Lo employ Lhe appreaL.ices 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 United States Department of Labor, the New York State DepartmenL of Labor or Llie New York SLaLe Department of Transportation and appropriate for uti.li.zaLion on projects similar to those of the New York State Department of Transportation. 7. a. The Contractor shall designate a responsible Official to monitor all employment related acL'i.vity to ensure Lhat Life ConLr.acLor's equal employment opportunity policy is being carried out and to keep records. The records shall include the name, address, telephone number, construction trade, union affiliation if any, employee idetrLilicaL:iou number when assigned, social secur.iL.y number, race, sex, sLaLus (e.g., mechanic, apprentice, trainee, helper or laborer), dates of changes in status, hours worked per week :in Lire hidi.caLed Lrade, raLe of pay, and l.oca L. i.otu; a l will CII L lw work was; Lrc r• fo t nu d fo t• ru ch t"ntlr l oyc e . Kcvo t•ds shall be uraiirLa.i.ncd irr cru till.der.-sLaudab.le and reLrievable form. To Lhc extent that records kept by the Contractor for other purposes satisfy the requirements of this paragr.aplr, the ConLracLor need not maintain separaLe records. b. The Contractor shall submit monthly employee ut�il:i.zation reports to Lire Recipient oil forms to be supplied by Lite RecipieiiL. Records of the total employee utilization from the start. of Llie contracL up to and including the mouth being reported shall be submitted to the + � w Recipient with each monthly report. For the purpose of these reports, the hours of female employment and training and the hours of minority employment and training shall be separately calculated. All females, whether minority or non -minority', shall be calculated within the hours of female employment and minority females shall not be used in the calculation of hours of minority employment. C. Igor the purpose of the reports required above, the employment and training hours worked by each person may Only be used once in any one munLli and Lli.(r CunLracLor is cauLioned LhaL i.L may uuL discrimivaLe against minority females in connection with attaining its affirmative action goals under this Part. 8. All records required by this Part must be retained for a period of three years following completion of the contract worts and shall be available at reasonable times and places for inspection by the Recipient and auLhorized representatives of the Department or Lire Dir.ecLor, TAAPO. 9. The Contractor shall not use the goals or affirmative action requirements to discriminate against any person because of race, color., r-cli.gion, sex, nationa] origin, alae, disabilil.y or mai-iLal. sLoLus. 10. The Contractor will comply with with any procedures and guidelines established by the Director of the Office of Contract Compliance and Minority and Women -Owned Business Enterprise (liereinafter Lbe Director. of Llie OFfi.ce of ContracL. Compli.aruce) under Lbc atjUioriLy ol' New York State Governor's Executive Order 21, issued August 3, 19£3:3 (hereinafter Executive: Order. 21) and will comply wiLfi any rules, regulaLions and orders of Lire Commissioner as may be promulgaLed pursuarrL to or under the authority of Executive Order 21. 11. The Contractor will furnish all information and reports as may be required by the Recipient or the Director. of Lbe Office. of Conl.racL. Compliance under the authority of Executive Order 21, or by rules, regulations and orders of the Commissioner as may be promulgated under or pursuant to Executive Order 21, and will permit access to its books, records and accounts by the Recipient, the Department Or the Director, TAAPO for purposes of investigating compliance with the requirements of this Part, such rules, regulations, orders, procedures or guidelines. 12. In the event of the Contractor's noncompliance with the nondiscrimination or affirmative action clauses of this contract or with any of the said rules, regulations, orders, procedures or guidelines, the agreement between the Recipient and L -he SLiLe may be canceled, terminated, Or su:;pcnded in wbu le or in pa rL and i.b i s cool racL may be canceled, LermivaLed, or suspended in whole or .irr par.L arrd Lhe CouLracLor may be declared ineligible for further contracts. 13. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Coutractor has a collective bargaining agreement to refer either minorities or women shall excuse the Con.LracLor's obligations under this Part, any rules and regulations of the Department, or the rules, regulations, procedures or guidelines promulgated or established pursuanL to Executive Order 21. PART II GOALS FOR MINORITY PARTICIPATION COUNTY % COUNTY Albany 3.2 Herkimer Allegany 6.3 Jefferson Broome 1.1 *Kings *Bronx Schuyler Lewis Cattaraugus 6.3 Livingston Cayuga 2.5 Madison Chautauqua 6.3 Monroe Chemung 2.2 Montgomgery Chenango 1.2 Nassau Clinton 2.6 *New York Columbia 2.6 Niagara Cortland 2.5 Oneida Delaware 1.2 Onondaga Dutchess 6.4 Ontario Erie 7.7 Orange Essex 2.6 Orleans Franklin 2.5 Oswego Fulton 2.6 Otsego Genesee 5.9 Putnam Greene 2.6 ",Queens Hamilton 2.6 Rensselaer % COUNTY 2.1 "Richmond 2.5 Rockland Asbestos workers.................22.8 St. Lawrence 2.5 Saratoga 5.3 Schenectady 3.8 Schoharie 5.3 Schuyler 3.2 Seneca 5.8 Steuben 28.6 Suffolk 7.7 Sullivan 2.1 Tioga 3.8 Tompkins 5.3 Ulster 17.0 Warren 5.3 Washington 3.8 Wayne 1.2 Westchester 22.6 Wyoming to Yates 3.2 -The following goal ranges are applicable to the indicated trades in the Counties of Bronx, Kings, New York, Queens and Richmond. Electricians...............9.0 to 10.2 Carpenters................27.6 Asbestos workers.................22.8 to 32.0 Stem fitters..............12.2 Roofers :......................... to 13.5 Metal lathers.............24.6 Iron workers (ornamental) ........ to 25.6 Painters..................26.0 Cement masons ....................23.0 to 28.6 Operating engineers ....... 25.6 to 26.0 Plumbers..................12.0 Plasterers .......................15.8 to 14.5 Iron workers (struct)..... 25.9 to 32.0 Elevator constructors ...... 5.5 to 6.5 o� 22:6 2 5 3.2 312 2.6 1.2 5.9 1 2 5.8 17.0 1.1 1.2 17.0 2.6 2.6 5.'3 22.6 6.3 5.9 Bricklayers ......................13.4 to 15.5 Asbestos workers.................22.8 to 28.0 Roofers :......................... 6.3 to 7.5 Iron workers (ornamental) ........ 22.4 to 23.0 Cement masons ....................23.0 to 27.0 Glaziers .........................16.0 to 20.0 Plasterers .......................15.8 to 18.0 Teamsters ........................22.0 to 22.5 Boilermakers .....................13.0 to 15.5 All others .......................16.4 to 17.5 GOAL FOR P _RTICIPATION OF WO?EN: The last publication of a goal for the partici- pation of ;-omen was April 7, 1978 (43 FP. 14888, 14900). The 6.9% goal published on that date is hereby made the goal for all State contracts and grant agreements. 0 E ` 14. The Contractor shall provide written notification to the Recipient within tell working days of award of any subcontract in excess of Ten Thousand Dollars at any time for work under this contract. The notification shall list the name, address, and telephone number of Lite subcontractor, employer identification number of the subcontractor, estimated dollar amount of the subcontract, estimated starLing and completion dates of Lite subcontract, and the geographical area in which the subcontract is to be performed. TIW CMIL17aclor wiLL include Utis docu11011L, consisting of Parts I and II and the Definition section, as part of every subcontract or purchase order unless exempted by rules, regulations, or orders of the Commissioner, or pursuant to Executive Order 21 and such requirements shall be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the Recipient may direct as a means of enforcing such provisions, including sanctions for noncompliance; PROVIDED, HOWEVER, that in the event the Recipient or Contractor becomes involved in or is threatened with, litigation with a subcontractor or vendor as a result of any provision or direction issued pursuant to this Part, the Recipient or Contractor may re(ItiesL L.Iie SLaLe ol` Nlfw YoHt Lo cnt.c�r• iuL.o curl► IitigaL.ion ur disjmLL' lu proLecL Lire inLeresLs of the State of New York. 16. The Contractor shall not enter into any subcontract with any Person or firm debarred or disqualified from goverumeuL contracts j)U.1"S Liallt to U.S. government an.tl/or State of New York acLious. Part III. MINORITY AND WOMEN -OWNED BUSINESS ENTERPRISE REQUIREMENTS. Statement of Policy. It is Lyre policy of: tine State of New York to encourage Lire greatest possible participation of minority and women -owned busirress enterprises ill t. all. State funded conLrac.i for. constrrrct i.on or Life procurement of" goods and services. New York State Governor's Executive Order 21, (hereinafter Executive Order 21) issued August 3, 1983, and Section 428 of the Transportation Law direct the Department of Transportation to seek to award at least twelve percent of tyle total dollar value of contracts awarded annually to minority business enterprises, and furtirermore, Lo achieve a significant increase in the participation in the contracts awarded or funded by the Department by women -owned business enterprises. Definitions. For the purposes of this Part, the following definitions shall. apply: . a. Minority business enterprise. Any business enterprise which is at least fifty-one per centum owned by, or in the case of a publicly owned business, at. least fifty-one per centum of tine stock of wh.icb is owned by citizen:; or per•nuiraeuL resident aliens wlio arc: (i) t3lack (persolus having origins in any of lbe block Al-ric�ciii racial groups not of hispanic origin); (ii) Hispanic (persons of Mexican, Puerto Rican, Dominican, Cuban, Central or South American orgin who are either Indian or Hispanic, regardless of race); (iii)Asian and Pacific Islander (persons having .origins in any of the original peoples of Lire Far Fast, Southeast Asia, Llie Indian subcontinent or. the Pacific Islands); and (iv) American Indian or Alaskan Native (persons having origins in any of tine original peoples of North America and ma:iuLaining identifiable tribal affiliations through membersii:ip arrcl participation or community identification); and such ownerslrip interest is real, substanLial. unit con Linrai_ul;. The mi.noritics mui,L have and exorcise Life ;auLhorily Lo inclepemIciiLly cnnlrul Lire business decisions of the enterprise. The enterprise must be certified as a minority business enterprise by the Director, TAAPO or such certification must be pending in order to be considered a minority business enterprise for tyre purposes of this Part. b. Women -owned business enterprise. Any business enterprise which is at least fifty-one per centum owned by, or in tire case of a publicly owned business, at least fifty-one per centum of the stock of cdlrich is owned by citizens or permanent resident aliens who are women, and such ownership interest is real, substantial and continuing. The women► must have and exercise the authority to independently control the business decisions of the enterprise. 'The enterprise must be certified as a women -owned business enterprise by the Director, TAAPO or such certification must be pending in order to be considered a women -owned business enterprise for the purposes of this Part. C. Majority business enterprise. Arty bttsines's enterprise which docs rruL saLisfy Lhe rcduirentcltLs of a or b above. d. Director, TAAPO. The Director of the New York State Department of Transportation Affirmative Action Programs Office or his duly authorized representative. e. Department-. New York State Department of Transportation, acting through :its duly auLhorized representative. f. Commissioner. Colmnissioner of the New York Stale Depart.menL of Transportation or his duly authorized representative. g. Recipient. The Applicant, Participating Municipality, Grantee + or any other party to an Agreement with the Department in which it receives or controls the dispensing of State monies in connection with transportation infrastructure renewal projects. 1. The Recipient shall include the Definition section above and the Lext of this Part beginning with the words "REQUIRED CONTRAC'.P CLAUSES" in any cunLracl., sobcorrLract., duCUlUenL for soliciting bi.ils or proposals therefor, or purchase order and such requirements shall be binding upon each contractor, subcontractor or vendor. 2. The Recipient shall. take such action as the Director, '1'AA1.10 or. the Department shall direct in order to enforce the requirements of this Part, including sanctions for noncompliance; PROVIDED, HOWEVER, that in the event the Recipient becomes involved in, or is LhreaLened w.i.Llr, litigation with a contractor, subcontractor or vendor as a result of any requirement of this Part or direction issued pursuant to this Part, Lhe Recipient may request the State of New York to enter into such li.LigaL-ion or dispute to protect the interests of the StaLe of New York. 3. The Recipient- agrees to make a good faith effort to maximize the participation of minority and women -owned business enterprises as prime contractors in connecLiott with transportation infrastrucLure. renewal projecLs. 4. The Recipient agrees to comply with any guidel:irres estab-lished by the Director of the Office of Contract Compliance and Minority and Women -Owned Business Enterprise under the authority of ExectrLive 01-(](,I- 21. Y REQUIRED.CONTRACT CLAUSES (PART III.) In furtherance of New York State Governor's Executive Order 21, and the Transportation Law, the parties to this contract agree as follows: 1. The Contractor agrees to make a good faith effort to meet the goalsfor,minority or women -owned business enL.erprise 'uLil.ization set out ill paragraph Lwo by ::ubcuuLracL.irrg Lu or purchasing from such business enterprises and by following any guidelines established by the Director of Contract Compliance and Minority and Women -Owned Business Enterprises under the authority of Executive Order 21. 2. Tire Contractor shall undertake to award work equal to at least 12% of the actual contract amount_to minority business enterprises and 2% of the actual corrtracL amount to women -owned business enter:pr.:i.ses r.rnless the Director, TAAPO notifies the Recipient that because of local circumstances the goal shall be different or tyre couLracL. c.locrlulerrts, approved by the Director., TAAPO, indicate different goals. 3. "Good faith" efforts to attain the goals of the contract requires that the Contractor must do each of tire following (as applicable): a. ColyducL auil/or aLtend pre-b:id meeL:iiigs wherre Llie eglmI employmeut opporLrrrrity and minority and women -owned brisilless eiiLerpr•ise rcgoi.r:•r,merrLs will be explai.ned; b. Advertise in general circulation media, trade association publications and minority -focus media for at least- 20 days before bids or proposals are due. If 20 days are not available, publication for a shorter reasonable Lime is acceptable; C. Notify minority and women business associations in wriLi.nF; fro less than 14 days before bids are due of a solicitation for specific sub -bids; d. Give written noLification to mi.noriLy and women -owned bus:iuess enterprises that their interest in the contract is solicited; e. Make efforts to select portions of: the work proposed to be performed by minority and women -owned business enLerpri.ses ill order to increa:;e L.lic. I i.lte-li.11ood of achieving flim ;l;ilc-k1 t,oal ; f. Make efforts to promote competition amongst all(] iiegotiaLe w.i_Lll minority and women -owned business enterprises for specil::i.c sub -bids. 4. Records must be kept documenLing the Contractor's efforts under this Part, including at a uliuinnnn Lire following: (a) The names, addresses and telephone numbers of minority and women -owned business enterprises that were contacted together with their responses; (b) A description of the information provided to minority and women -owned business enterprises regarding the plans and specifications for portions of the work to be performed; (c) A.statement of why additional agreements with minority zinc] wouxrn-owned blas.i.rless cnLerprisers were rtoL reached. 5. Price alone will not be an acceptable basis for rejecting minority and women -owned business enterprise bids unless it can be shown that no reasonable price can be obtained from a minority or women -owned business enterprise. 6. The Contractor shall complete art(] submit a Schedule for Participation by Minority Business Enterprise (Form AAP 19), Letters of Intent (Form AAP -11) and/or documentation of its good faith efforts within ten days after receipt of the contract for execution. Submission of Llaese documents slaal.l Lie' in accordance wi.Lh Lite Ie ter of L ransmi L.La.I of the contract for execution. 7. When, in connection with the bid or award documents, the Contractor indicates that a particular minority or women -owned business enterprise is to be utilized for the contract, L.11e RecipienL wi.Lll L.he consent of the Director, TAAPO must approve any mod.i.f:i.caLion or termination of that itLil.izaLion prior to its becoming el'fecLivc. SaLisfao:Lory evidcruce of compliance wiLit Lltis prov.i.sioil shall. be furnished to the Recipient and/or Department upon request. 8. The Contractor shall designate the name of a Minority acid Women -owned Business Enterprise Officer who will have Lite respolk i b.i l i L.y for and be capable of effectively administering and promoting an active Minority and Women -owned Business Enterprise Program and who is assigned adequate authority to do so. 9. The Recipient's acceptance of Lite CollLracLor's cerL.ificat.i.on old assurance is conditioned upon the Contractor's fulifll.ment of the requirements of dais Part. TF the ConLractor fa i.as to aL.La:i.n bo_l:ll Lite minority and wolllen-owned business enterprise participation goals, or L.o satisfactorily doctmienL iLs good fai.Llr efforts as defined above, Lite. bi(I may be declared incomplete and the deposit may be subject to the forfeiture. 10. If, after award of Lite corlLracL, a subcontract or order held by a minority or women -owned business enterprise or joint venture is modified or Lerminated, Lite Contractor shall imillediaLely notify Lite Recipient of such modification or termination and Hie reasons therefor and will make every reasonable effort to propose and eater into all alternative subcontract or subcontracts or an alternative order or orders for a commensurate dollar aulounL furnished by another qualified minority or women -owned business enterprise. Any modification or terillination most be approved by the Recipient in.order to be effective. For the purposes of this Part, a modification means only those changes which reduce the dollar amount to be actually performed by a minority or women -owned business enterprise. Any subcontract or order which provides that a specific amount of work will be performed by a minority or women -owned business enterprise will be considered modified if the amount of work actually performed by the enterprise is less than that specified amount. Satisfactory evidence of compliance with these provisions shall be furnished to Lhe Reo_ipi:eiit upon` r.eqiies't: 11. If the Contractor is itself a minority or a women -owned business enterprise or if the Contractor is a joint venture consisting of a minority or women -owned business enterprise and a majority business enterprise, it may not count its own participation toward attainment of the goal set forth in this Part. 12. If. the Contractor seeks to attain the goal by subcontr.acLing Lc or purchasing from a joint venture which consists of a minority or women -owned business enterprise and a majority business enterprise, the Contractor will be credited with only that percentage of the work that acLctal1y accrues to Lite minoriLy or wourerr-owned business enLcrpr.iscs. For example, if a joint venture which consists of a minoriLy business errLerprise and a majority business enterprise perform subcouLracL wort: quoted at $500,000 and 50% of the profits and risks accrue to the mirror.ity business enterprise-, the ill inoriLy business ertLct'l.)L- piirL:icipaL.i.on wi1.1 be crecli.Led at $250,000. 1.3. 'H IC Collt.ractor w:i 11 a11.oW Lhe Rec i p i etrt. to conduct pc r i od i c itrspec:Lion of Lire Conlrac.Lor's business enterprise involvemeuL efforts during performance of this contract. Such inspections will include, but. not be limited to, the Contractor's monthly statement of income from the transportation infrastructure renewal project contract and the portion of said income which was paid to Lite minority and women -owned bus:irress enterprise as evidence by affirmation of the minority women -owned business enterprise which the Contractor hereby agrees to supply each month during the term of :its contract. When the Recipient. finds that. the Contractor has failed to comply with Lire requirements of this ntirrori Ly and women -owned business enterprise program, said Recipient will uat.i.fy the Contractor to take corrective action. 14. In order to determine whether the Contractor has complied with the requirements of this ParL, Lire Recipient may proceed by order to show cause, compliance conference, or hearing or may follow airy other lawful. procedure upon clue notice i -n writi.rrg to Lite Contractor. Mian the Contractor ha: be rn found to have fit i led to nine! the Cont i ac t ut `:. goal and also tailed to exert a good faiLh effort as set forLh in this ParL the contract may bc canceled, terminated, or suspeiided ill whole or in part and Lire CouLractor may be declared ineligible for further contracts. 15. The Contractor will keep records and documents for three years following performance of this contract to irrdi.cate compliance with Lhis Part. These records and documents, or copies thereof, will be made available at reasonable times and places for inspection by any auL.hor:iled y i 1I( "` � :fir • ` « representatives of the Recipient or the Director, .TAAPO and will be submitted to the Recipient or Director, TAAPO upon request, together with any other compliance information which either may require. 16. In the event that this contract is assigned or subcontracted in whole or in part, the provisions of this contract shall be incorporated in and be a part of such assignment or subcontract. 17. The Contractor slial.l not use the requirements of Lhis ParL Lo di:;cr'iminaLc against any qua.l.:i.ficrd compalry or group Of compalrics. 18. Nothing in this Part is intended to diminish any present contract compliance review, INFORMATION FOR THE RECIPIENT/CONTRACTOR A current listing of minority and woolen -owned business enterprises is available upon request in writing from: Minority Business Enterprise Specialist Room 202, Building 5 New York SLaLe DeparLmeut of TransportaLion r 1220 Washington Avenue Albany, New York 12232 OLhc!r forms j.tn<.1 irtsL.rticti.011s Lo be used ill I*ttl1'i:I1 iuh Lhe requir.emeaLs of Lids Part are available at the DcparLmel.L's r•egiorlal. office-' and further explalil tale requirements of this PtrL: AAP 2 - Disadvantaged/Plitiority/Women-Owned Business Enterprise Disclosure Affidavit -- to be submitted for firms desiring recognition as either a Disadvantaged/Minority/Women-Owned Business Enterprise AAP 10 - "Notice of Requirement for Submission of Affirmative Action Plan to Ensure Disadvantaged/minority/Women-Owned Business Enterprise Opportunity" AAP 11 - Disadvantaged/Minority/Women-Owned Contractor Participation "Letter of Intent" or (oil reverse side) "Unavailabil.1ty CertificaLjon." Note: The above information is also used for federal -aid contracts. For purposes of Lbis contract, however, Lhe ,above forms must be used but the term '7) is;�dvanLaged" shou:Ld bc> d i s rcl;a r do d si.tice i.l. i:; uoL appl.ic'ah'I.r. WARD ASSOCIATES, P. Cm Landscape Architects, Architects, Engineers May 1, 1984 Frank Murphy, Supervisor Town of Southold Southold, New York 11971 MAY - 21984 i Re: Inspection Services, Marine Facility Development Orient Point Ferry Terminal Cross Sound Ferry Services, Inc. Dear Supervisor Murphy: Attached please find a scope of services for project inspection services for the New York State Department of Transportation funded improvements at the Orient Point Ferry Terminal, Orient Point, New York. Ward Associates, P.C., proposes to perform the attached services at a fee of 2% of the actual cost of construction and said fee to be reimbursed to the Town of Southold by the Cross Sound Ferry Service, Inc. Furthermore, Ward Associates, P.C., will coordinate said inspection services with the Design Engineer, DiCesare-Bentley Engineers, Inc. of Croton, Connecticut. Thank you for your consideration. Very truly yours, c�� W Richard G. Ward Board Chairman RGW:am Attachment cc: Richard E. MacMurray, General Manager Cross Sound Ferry Services, Inc. Lawrence H. Bentley, P.E., L.S. DiCesare-Bentley Engineers, Inc. !?-iq File LONG ISLAND MAcARTHUR AIRPORT, 100 ARRIVAL AVENUE, RONKONKOMA, NEW YORK 11779 (516) 588-2626 a WEST MAIN STREET, LITTLE FALLS, N.Y. 13365 (315) 823-4384 1.0 CONSTRUCTION PHASE - ADMINISTRATION OF THE CONSTRUCTION CONTRACT 1.1 DEFINITIONS Town - Town of Southold, New York (Local Authority for receipt of New York State Department of Transportation Funding Only) Owner - Cross Sound Ferry Service, Inc., Orient, New York Design Engineer - DiCesare-Bentley Engineers, Inc. 593 Poguonnock Road Croton, Connecticut 06340 Inspection Engineer - Ward Associates, P.C. 100 Arrival Avenue Ronkonkoma, New York 11779 1.2 The Construction Phase will commence with the award of the Contract for Construction and will terminate when final payment to the Contractor is due. 1.3 Unless otherwise provided in this Agreement and incorporated in the Contract Documents, the Inspection Engineer shall provide administration of the Contract for Construction as set forth below. 1.4 The Inspection Engineer shall be a representative of the Owner during the Construction Phase, and shall advise and consult with the Owner. Instructions to the Contractor shall be forwarded through the Inspection Engineer. The Inspection Engineer shall have authority to act on behalf of the Owner only to the extent provided in the Contract Documents. 1.5 The Inspection Engineer shall visit the site at intervals appropriate to the stage of construction to become generally familiar with the progress and duality of the Work and to determine in general if the Work is proceeding in accordance with the Contract Documents. However, the Inspection Engineer shall not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work. On the basis of such on-site observations as an Inspection Engineer, the Inspection Engineer shall keep the Owner informed of the progress and quality of the Work, and shall endeavor to guard the Owner against defects and deficiencies in the Work of the Contractor. 1.6 The Inspection Engineer shall not have control or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the Work, for the acts or omissions of the Contractor, Sub -contractors or any other persons performing any of the Work, or for the failure of any of them to carry out the Work in accordance with the Contract Documents. 1.7 The Inspection Engineer shall at all times have access to the Work wherever it is in preparation or progress. 1.8 The Inspection Engineer, in cooperation with the Design Engineer, shall determine the amounts owing to the Contractor based on observations at the site and on evaluations of the Contractor's Applications for Payment, and shall issue Certificates for Payment in such amounts, as provided in the Contract Documents. 1.9 The issuance of a Certificate for Payment shall constitute a representation by the Inspection Engineer to the Owner, based on the Inspection Engineer's observations at the site as provided in Subparagraph 1.5, and on the data comprising the Contractor's Application for Payment, that the Work has progressed to the point indicated; that, to the best of the Inspection Engineer's knowledge, information and belief, the duality of the Work is in accordance with the Contract Documents (subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial Completion, to the results of any subsequent tests required by or performed under the Contract Documents, to minor deviations from the Contract Documents correctable prior to completion, and to any specific qualifications stated in the Ceretificate for Payment); and that the Contractor is entitled to payment in the amount certified. However, the issuance of a Certificate for Payment shall not be a representation that the Inspection Engineer has made any examination to ascertain how and for what purpose the Contractor has used the moneys paid on account of the Contract Sum. 1.10 The Inspection Engineer in consultation with the Design Engineer, shall be the interpreter of the requirements of the Contract Documents and the judge of the performance thereunder by both the Owner and Contractor. The Inspection Engineer and Design Engineer shall render interpretations necessary for the proper execution or progress of the Work with reasonable promptness on written request of either the Owner or the Contractor, and shall render written decisions, within a reasonable time, on all claims, disputes and other matters in question between the Owner and the Contractor relating to the execution or progress of the Work or the interpretation of the Contract Documents. 1.11 Interpretations and decisions of the Inspection Engineer and/or Design Engineer shall be consistent with the intent of and reasonably inferable from the Contract Documents and shall be in written or graphic form. In the capacity of interpreter and judge, the Inspection Engineer and/or Design Engineer shall endeavor to secure faithful performance by both the Owner and the Contractor, shall not show partiality to either, and shall not be liable for the result of any interpretation or decision rendered in good faith in such capacity. 1.12 The Inspection Engineer's decisions in matters relating to artistic effect shall be final if consistent with the intent of the Contract Documents. The Inspection Engineer's and Design Engineer's decisions on any other claims, disputes or other matters, including those in question between the Owner and the Contractor, shall be subject to applicable provisions of law. 1.13 The Inspection Engineer shall have authority to reject Work which does not conform to the Contract Documents. Whenever, in the Inspection Engineer's reasonable opinion, it is necessary or advisable for the implementation of the intent of the Contract Documents, the Inspection Engineer will have authority to require special inspection or testing of the Work in accordance with the provisions of the Contract Documents, whether or not such Work be then fabricated, installed or completed. 1.14 The Inspection Engineer shall coordinate for the Design Engineer's review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for conformance with the design concept of the Work and with the information given in the Contract Documents. Such action shall be taken with reasonable promptness so as to cause no delay. The Inspection Engineers' and/or Design Engineer's approval of a specific item shall not indicate approval of an assembly of which the item is a component. 1.15 The Inspection Engineer shall coordinate for the Design Engineer the preparation of Change Orders for the Owner's approval and execution in accordance with the Contract Documents, and shall have authority to order minor changes in the Work not involving an adjustment in the Contract Sum or an extension of the Contract Time which are not inconsistent with the intent of the Contract Documents. 1.16 The Inspection Engineer and Design Engineer shall conduct inspections to determine the Dates of Substantial Completion and final completion, shall receive and forward to the Owner for the Owner's review written warranties and related documents required by the Contract Documents and assembled by the Contractor, and shall issue a final Certificate for Payment. 1.17 The extent of the duties, responsibilities and limitations of authority of the Inspection Engineer as the Town's and Owner's representative during construction shall not be modified or extended without written consent of the Town, Owner and the Engineer. 2.0 PROJECT INSPECTION FEE 2.1 The Inspection Engineer, Ward Associates, P.C., 100 Arrival Avenue, Ronkonkoma, New York 11779, will receive payment for inspection services rendered in accordance with 1.1 through 1.17, Construction Phase, Administration of the Construction Contract at a fee of 2% of the actual cost of project construction as designed by DiCesare-Bentley Engineers, Inc., relating to the marine facility development, Orient Point Ferry Terminal, for Cross Sound Ferry Service, Inc. 2.2 Payment of inspection services to Ward Associates, P.C., shall be made in conjunction with the progress payments to the Contractor, based upon the percentage of work completed. 2.3 Requisitions by Ward Associates. P.C., are to be submitted to the Town of Southold, and said requisitions, will be reimbursed by Cross Sound Ferry Service, Inc., for payment to Ward Associates, P.C. • and forward to the Town, the State and Cross Sound for their review all written warranties and related documents required by the contract documents and assembled by the contractor, and shall issue a final certificate of payment. (q) The extent of the duties, responsibilities and limitations of authority of Ward as the Town's representative during construction shall not be modified or extended without the written consents of the Town, the State, Cross Sound or Ward. 4. The Town agree to pay and Ward agrees to accept as full compensation for the services to be performed by Ward pursuant to the terms of this agreement, a fee equal �o two (2%) per cent of the actual construction costs of the Facilities as determined by the award of contracts pursuant to advertisement for bids therefor, increased or decreased by approved change orders during construction, said fee to be paid by the Town to Ward at such times and in such proportion as progress payments are made to contractors. 5. Cross Sound agrees that it will pay the Town the amount of Ward's fee as determined by paragraph 4 hereof in full on the date of the acceptance of bids by the Town, which sum shall be' held by the Town and used by the Town only for the purpose of making payments to Ward for its fee as herein provided.ln the event that the fees to be paid to Ward, as herein provided, is increased or decreased by reason of chan6e orders during construction, the amount paid by Cross Sound to the Town pursuant to the provisions hereof shall be adjusted accordingly. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seals the day and year first above written. TOWN OF SOUTHOLD by Francis J. Murphy, Supervisor WARD ASSOCIATES, P.C. by -5- 6 : RECEIVED Town Cl -4 - AGREEMENT BETWEEN THE STATE OF NEW YORK., THE TOWN OF SOUTHOLD AND CROSS SOUND FERRY SERVICE, INC. TO IMPROVE THE ORTENT POTNT DERRY T1;RMTNAL, BiILl'\11F1DS, DOLPHINS AND PILINGS f�" ?"�— c:57 �7' 0, 0 This Agreement is made this , day of , 198 , by and between the State of New York, acting by and through the Commissioner of Transportation and the Department of. Transportation, having its principal office at 1220 Washington Avenue, State Campus, Albany, New Yoric 122.32, the ''own of Southold, wit, off:ice�-; at Maio Road, Soul:liold, and the Cross Sound Ferry Service, Inc., a corporation authorized to do business in New York, with principal offices at P.O. Box 33, New London, Connecticut 06320. WHEREAS, the State of New York, tale Towit of Southold and Cross Sound ferry Service, 'Inc. desire to improve feri-y tr.ansportnt:iou service ;icross Long Island Sound; and WHEREAS, funds have been appropriated to the Department of Transportation under the Rebuild New York Through Transportation Infrastructure Renewal Bond Act (Chapter 836 of the Laws o17 1983) to improve transportation facilities and in particular, marine terminals; and WIII M—I'AS, Secl.ioii 102 0l: Che Tranr;portatJou Law, euactcd as part of said Bond Act, authorizes the Commissioner to accomplish the purposes of the Act through Agreemeuts with mLnic:i.pal.ities and private corpora( -ions; and WHEREAS, this Agreement will -further the goals of the State of New York and said Bond Act; NOW, THEREFORE, the parties agree as follows: 1. Definitions. For the purposes of this Agreement, the following definitions apply: a. "Commissioner" means the Commissioner of Transportation of the State of New York, or his authorized representative. b. "Department" means the New York State Department of Transportation. C. "State" means the State of New York acting by or through the State Department of Transportation. d. "Town" means the Town of Southold. e. "Cross Sound Ferry" means Cross Sound Ferry Service, Inc. f. "Agreement" means this document- and any attnchments referred to herein. g. "Project Costs" means eligible costs as defined by this Agreement for accomplishingthe work set forth in the Work Schedule (Appendix. 1 of this Agreement). h. "Project Facilities" means materials, equipment, facilities or supplies acquired, constructed, reconstructed, established, improved or rehabilitated by or on behalf of the Town or Cross Sound Ferry pursuant to the provisions of this Agreement for the purpose of accomplishing the work set forth in the Woe+ Schedule (Appendix I of this A}'Iyoewcut) . i. "Contractor" means the individual, firm, or corporation undertaking the execution of the work under the terms of this Agreement and acting directly or through agents or employees. 2. Purpose of AgreemeiiL. The purpose of Lli:is Agreetuen(: is to provide for the construction of a new terminal building, staging area and odd-it:i.onal bulkhead.,.;, do'll)h:ins and p:il:iugs eL Or!elit Poiut, bong fsl,�nd by the 'Town, with State financial assistance, and to set forth the terms, conditions and requirements pursuant to which State financial assistance will be provided.. 3. Documents Forming Agreement. This Agreement consists of this document and the following attachments: Appendix 1. - Work Schedule Appendix 2 - Provision of Service Append i r: I - Spec 1 o I '111-ov h; low; ; Appendix A - New York Stafe Regii:ired Standard Prov:ision:, Appendix 11 - New York State Dcpart:mei►L of 7'ran9porLation Required Contract Clauses Appendix C - Town of Southold Resolution 4. The Project. The Town and Cross Sound Ferry agree to undertake, Proceed expeditiously with and conlill ete the cons;tructiorl ol" the new terminal building, staging area, and additional bulkheads, dolphins and pilings at Orient Point (hereinafter called the "Project") in accordance with the Work Schedule (Appendix 1) and the Town and Cross Sound Ferry further agree to expeditiously implement the service improvements (Appendix Z) all in accordance with the terms and conditions of. this Agreement. + 5. State Assistance. Subject to the Town's compliance with the terms, conditions and requirements of this Agreement, the State agrees to pay to or on behalf of the Town, in the manner hereinafter provided, a maximum of. Four Hundred Thousand Dollars ($400,000.00) to the costs of contracts entered into for the accomplishment of the Project. By executing this Agreement, State certifies that. :it has monies available and will. pay the Town for the Project Costs up to a niaxiilnnn of Four Hundred Thousand Dollars ($400,000.00). G. Des-Ign Plans, Spec:[ f:icat tons and Estimates. Cross S'ouud berry agrees to provide for payment for all_ design plans, specifications and estimates and all costs which raise the Project cost over the iIMUUnt Of State assistance. The design shall be prepared by a consulting engineer licensed to practice in the State of New York, experienced in design of projects similar to the Project Facilities and apporved by the Town and the Commissioner. 7. Federal, State and Local Law. In the event that any election, referendum, approval, permit, notice or other proceeding, requirement or authorization, environmental review or impact statement is required under federal, state or local law, ordinance, rule or regulation to enable the Town and/or Cross Sound Ferry to enter into this Agreement or to undertake the Project, or to observe,-.assume,.or carryl.out-any-of the pravisions.af this Agreement, Cross Sound Ferry will, at its own expense, initiate and, with the appropriate assistance from the Town, complete all actions so required. 8. Accomplishment of the Project. The Town shall provide for the advertisement for proposals, reception of bids, and will award construction contracts for the Project as set forth in Appendix 1. The Town shall be responsible for the supervision of any construction undertaken pursuant to such contracts, all in accordance with procedures applicable to the advertise- ment for proposals, receipt of bids, award of contracts and supervision of Department construction contracts. Cross Sound Ferry will compensate the Town for costs incurred in carrying out its responsibilities under this paragraph. At the time the Town and Cross Sound Ferry agree upon the cost of carrying out such responsibilities, Cross Sound Ferry wil deposit the full amount in an escrow account to be established by the Town for that purpose. 9. Accounting. The Town shall establish and maintain for the Project, in accordance with requirements established by the Department and approved by the State Comptroller, a separate account to be known as the Project Account. The Town shall record in the Project Account, as they are received, all payments received from the, Stnte and any other source on account of the Project. The Town shall also record in the Project Account such funds as it may allocate from its own fund.., for the Project. Authorized representatives of the Department and/or the State Comptroller shall be permitted access to the Project Account for the purpose of performing audits at such time as the Department and/or. the State Comptroller ►nay require. r 10. Documentation of Costs.' All costs charged to the Project Account shall be supported by proper docuimnitat'ion, including time records, payrolls, invoices, bills, receipts, contracts, vouchers, and the like, evidencing in appropriate detail the nature and propriety of the charge, all in accordance with the rules and regulations of the Department as approved by the State Comptroller. 11.. Requisition and Payment. Payments of. State financial assistance to the Town for the Project shall he made upon subn►issIon by the Town to the Department of monthly vouchers, for work performed and payments due the contractor. Suclb vouchers sha'Il be In suuiwii-y f►,►m and shall identify the contract- under which wort: was performed or payment is due. The documents supporting expenditures included therein shall be maintained by the Town and made availabae to the Department and/or the State Comptroller for audit upon request. 12. Records. All records maintained by the Town relating to this Agreement shall be maintained by the Town for not less than three (3) years after the date of final payment hereunder. 1.3. Contract;. Needier rhe Town nor Cro:;s Sound Forry shall execute any contract, subcontract, amendment, or change order or obligate itself in any other manner with respect to the Project without first obtaining the written approval of the Department. Such approval will. riot be unreasonably withheld. 14. Manner of: Performing Work. The Town shall require that all work performed and/or administered by its employees, contractors, agents and assignees shall be i.0 accordance with all provisions of State law, rules and regulations, including but not limited to, all. affirmative action requirements. In any contract entered into by the Town or Cross Sound Ferry for all or any part of the work that is the subject of this Agreement, and for which the Towit will request payment hereunder, it shall require its contractor to comply with all applicable provisions of Appendix "A" and Appendix "l3" which are attached hereto and made a part hereof, and all of the applicable provisions of the Tabor Law of the State of New York. 15. 1nsurrnlce. The Town and Cross Sound Jierr.y sl:al.l hrovidL! 1-01- insurance for insurance coverage of the types and in the amounts set forth in Append -ix 3. 1 � • 16. Submission of Records. 'The Town and Cross Sound Ferry agree to submit to the Department and to the State Comptroller, at such times as either may request, such information, books, records, documents and other data as either may deem necessary to assure compliance with the terms of this Agreement pei,urh ug to 1 -he construction of the Project Faci.111-les. 17. Service and Maintenance. Cross Sound Ferry agrees to provide the service improvements detailed in Appendix 2 and to maintain at its own expense the Project Facilities, as well as ancillary facilities within the geographical limits of the Project Facilities used in providing services thereon or therewith, in good order and repair. 1.8. TiIJe to Project Facil.it:ies. The Project I-locilitJos sh<i'll, he the property of the State and title thereto shall be vested :in the Suite for the useful life of said materials. For the purposes of this Agreement, the useful life of the materials shall not exceed the term of: this Agreement. At the end of the useful life of said materials, title shall be vested in Cross Sound Ferry. 19. Use and Disposition of Facilities. Cross Sound Ferry agrees that during the term of this Agreement none of the Project Facil:i.t:i.es covered by this Agreement shall be sold, leased, rendered unusable, relinclulhlied or disposed of without the express written cousent of the Commissioner first having been obtained. Such consent will not be unreasonably withheld. 20. Inspection. During the term of this Agreement the Commissioner shall have the right to enter upon the premises of Cross Sound Ferry for the purposes of inspecting and examining the condition of the Project Facilities and any activities conducted pursuant to this Agreement. Such right shall be exerc-ised only at reason;ib"k, l::i.mc s and upon prior clot i(•e to Cross Sound Ferry. 21. Force Majeure. The obligations of the parties hereunder shall be subject to force majeure (which shall include strikes, riots, floods, acts of Cod, accidents, fire, lockouts, epidemics, insurrections, acts of public enemies, and other causes or c_ircumstaices beyond Clio control of r the party claiming such force majeure as an excuse for non—performance), but only as long as, and to the extent that, such force majeure shall prevent performance of such obligations, except that no party shall. be required to settle any strike, lockout or industrial disturbance by acceding to the demands of the opposition. 22. Successors and Assigns. All the covenants and obligations of the parties hereunder shall bind their successors and assigns whether 01- not rnot expressly assumed by such successors and assigns. This Agreement may not be assigned without the express written consent of: the Conunissioner first having been obtained. 23. Interpret ation. The section headings utilized in this Agreement are for convenience only and shall not affect the construction hereof. This Agreement shall be construed in accordance with and be governed by the laws of the State of New York. All Appendices attached hereto are integral parts of this Agreement and the provisions set forth in the Appendices shall bind the parties hereto to the same extent as if such provisions had been set forth in their entirety in the main body of this Agreement. Nothing expressed or implied herein shall give or be construed to gave to any person, farm or corporrntlon other tha11 the State, the Town or Cross Sound Ferry any legal or equitable right, remedy or claim under or in respect of this Agreement. Neither this Agreement nor any of the terms hereof may be terminated., amended, supplemented, waived or modified orally, but only by an. instriiment in writing signed by the Commissioner, the Town and Cross Sound Ferry. 24. Relationship of Parties. The relationship of the Town and Cross Sound Ferry to the State is that of independent contractors, zind in accordance with their status as such independent corntractor.,;, the Town and Cross Sound Ferry covenant and agree that both of them will conduct themselves consistent with such status, that they will neither hold themselves out as nor claim to be officers or employees of the State by reason hereof, make any claim, demand or application to or for any right or privilege applicable to officers or employees of the State, inc.111d ing but not limited to workers' compensation coverage, unemployment i.n5ura11cc benefits, social security coverage, or retirement membership or. credit. The relationship of Cross Sound Ferry to the Town is that of an :independent contractor., and in accordance with its status as independent contractor, Cross Sound Ferry covenants and agrees that it will conduct itself consistent with such status, that it will neither hold itself out as nor claim to be officers or employees of the Town by reason hereof, makeany claim, demand or application to or for any right or privilege applicable to officers or employees of the Town, including but not limited to workers' compensation coverage, unemployment insurance benefits, social security coverage, or retirement membership or credit. 25. Term of Agreement-. The term of this Agreement shall be fifteen (15) years, commencing the effective date hereof. 26. Bankruptcy or. Default. Neither this Agreement nor any interest therein is assignable or transferable by operation of law. If any proceeding under the Bankruptcy Act, as amended, is commenced by or against Cross Sound Ferry, or if Cross Sound Ferry is adjudged insolvent, r or if it makes any assignment for the benefit of its creditors, or if an order of attachment or execution is levied on any Project Facil:ity for which payment has been made pursuant to this Agreement and is not released or satisfied at the termination of any litigation, or if a receiver is appointed in any proceeding or action to which Cross Sound Ferry is a party with authority to talo, possession or control of any Project Facility, Cross Sound Ferry shall notify the State and the State shall have the right: to, and may take possession of any or all such facilities, wherever same may be located, without any court order or other process of law. In such case this Agreement shall, at the option of State, without notice, immediately terminate and shall not be treated as all asset of Cross Sound berry after the exercise of said option. The State shall not take possession of the Project Facilities or exercise its option to terminate this Agreement if service continues to be provided :in accordance with the terms of this Agreement. In the event Cross Sound Ferry becomes unable to or does not provide the services in Appeud:ix 2 due to bankruptcy or otherwise, the Town agrees to cooperate with the State and make good faith efforts.to provide for the continuation of the service improvements except that the Town shall not be required to :i.nctir unreasonable costs in so doing. 27. New York State Content Program. The Town shall require that any contract let for the accomplishment of this Agreement be subject, as applicable, to the requirements of the New York State Content Program contained in Subdivision (7) of Section 422 of the Transportation Law. 28. "Rebu:ildi.ng, New York" Signs. The Town slia.11 re O.Ll re that the r contractor erect and maintain "Rebuilding New York" signs as directed by the Department. 29. The parties hereto understand that, based upon engineering cost estimates, the total cost of the items set forth in Appendix 1 will exceed the cost estimates set forth in Appendix 1 and will also exceed the maximum amount to be paid by the State. It is further understood and agreed by the parties hereto that all sums required to complete the items of work set forth in Appendix 1, in excess of the sum of $400,000.00 to be paid by the State, shall be paid to the Town by Cross Sound Ferry. Accordingly Cross Sound Ferry agrees that all moneys required to be paid by it to the Town, in excess of the sums to be paid by the State, shall be deposited with the Supervisor of the Town prior to the award of any contracts for the construction of such project. Said deposit of funds shall be made by Cross Sound Ferry to the Town at such time and in such amount and in such form as shall be determined by the Southold Town Board. 30. Not withstanding any other provision of this Agreement, it is under- stood by all the parties that the Town will not be deemed to be involved in any portion of this Project which the State is not funding, in whole or in part. CROSS SOUND FERRY SERVICE, INC. BY TITLE PEOPLE OF THE STATE OF NF_.W YORK BY Commissioner of Transportation DATE DATE, TOWN OF SOUTHOLD BY TITLE DA7'L APPROVED AS TO FORM: Attorney General Approved: BY For the Comptroller pursuant to Section 1.1.2, State Finance Law DATE STATE OF ss COUNTY OF ) On this day of , 198 , before me personally came to me known and known to me to be the of Cross Sound Ferry Service, Inc., described in and which executed the foregoing instrument, and he acknowledged to me that he executed the same. Notary Public Notary Stamp: STATE, OF ) SS COUNTY OF ) On this day of 198 before me personally came to me known and lu-►own to me to be tl►e of the Town of Southold, described in and which executed the foregoing instrument, and he acknnowledged to me that 1►e executed the sane. Notary Public Notary Stamp: AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND THE CROSS SOUND FERRY SERVICE, INC. APPENDIX 1 - WORK SCHEDULE 1. The following work items are eligible for funding in whole or in part to a maximum of $400,000.00 by the 1983 Rebuild New York Bond Issue. WORK ITEM a. Construct additional bulkheads, install five dolphins; modify vehicular ramp b. Build new terminal building (2300 square feet) c. Construct a staging area TOTAL TOTAL TO BE PAID BY THE STATE COST ESTIMATES $400,000.00 $135,000.00 $150,000.00 $685,000.00 $400,000.00 2. The Cost Estimates provided in this Appendix are preliminary estimates only, subject to modification by the Commissioner at the time engineering estimates and contract documents are submitted to the Department for approval. 3. All site plans, preliminary designs and final designs proposed for the accomplishment of the Work Items in this Appenidx are subject to the approval of the Department and the Town. 4. No contract bids will be accepted or change on contract orders issued which will cause the total project cost to exceed $400,000.00 unless approved by Cross Sound Ferry. 5. Not withstanding any other provision of this Agreement, the Town is responsible only for the advertisement of bids, reception of bids, and award and supervison of construction contracts under this Agree- ment which are to be paid jor in whole or in part by State monies. At the completion of the last contract in which the State will participate, the Town's responsibility hereunder ends. 6. Cross Sound Ferry is responsible for the completion of the work items in this Appendix whether or not State monies are available for partici- pation. Cross Sound Ferry will certify to the State upon the completion of each work item it constructs without the involvement of the Town that the work was executed in accordance with the plans and this Agreement. i • 0 AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF.SOUTHOLD AND THE CROSS SOUND FERRY SERVICE, INC. APPENDIX 1 — WORK SCHEDULE 1.. The following work items, 1:1sted iu priority order, ;ire to be J'und(,d in whole or in part to a maximum of $400,000 by the 1983 Rebuild New York Bond Issue. WORK ITEM COST ESTIMATES a. Construct additional bulkheads, $300,000.00 install. five dolphins; modify vehicular ramp b. Build new terminal building $135,000.00 (2300 square feet.) C. Construct a staging area $150,000.00 TOTAL $585,000.00 TOTAL TO I3E PAIL) BY TIIE STATE IN PRIORITY ORDER $400,000.00 2. The Cost Estimates provided in this Appendix are preliminary estimates only, subject to modification by the Commissioner at the time engineering estimates and contract documents are s-ibm:i_tte(l Co the Department for approval. 3. All site plans, preliminary designs and final designs proposed for the accomplishment of the Work Items in this Appendix are subject to the approval of. the Department and the Town. 4. No contract bids will be accepted or change on contract orders issued which will cause the total. project cost to exceed $400,000 unless approved by Cross Sound Ferry. AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND THE CROSS SOUND FERRY SERVICE, INC. APPENDIX 2 - PROVISION OF SERVICE 1. Ferry service is currently provided by Cross Sound -Ferry from the Town of Southold to New London, Connect:ictit. every day of the year, weather permitting. Cross Sound Ferry agrees to continue this ferry service and to reduce the number of cancellations due to poor weather conditions. 2. No reduction in the amount of service proposed by Cross Sound Ferry shall be effective without the written approval of. the Commissioner first having; been obtained. Such approval will riot be unreasonably wi tlilu l d . 3. Cross Sound Ferry will improve the .landsi.de accommodation of passengers through the provision or improvement of a waiting area, r.estrooms and t'i.cicel: purchasing services, and the construction of o prived st.iging area to iiiinimize wear and tear on passenger ve.hic:Lc:; and inconvenience to passengers. 4. Cross Sound Ferry shall provide quarterly reports to the Comm:i.ssione_r not later than sixty* (60) clays after the close of the period covered by the report listing the frequency of: service,, tlic ni.imber of people, passenger vehicles and tractor trailers carried each month, st-ort'ing with ulle first calendar quarter durinF, wliicli Chis Agvecweiil i:; in effect and continuing throughout the life of this Agreement. 0 AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND CROSS SOUND FERRY SERVICE, INC. APPENDIX 3 — SPECIAL PROVISIONS 1. Cross Sound Ferry shall procure an insurance policy or policies of the types and in the amounts following: a. The Town, the State, and Clio Couun:i„signer must be n,.uucd as insured parties on any policy under this paragraph. Policies of bodily injury liability and property damage liability insurance, each with limits of liability of not less than $500,000.00 for all damages arising out of bodily injury, including den.tli at any gime resulting therefrom, sustained by one person in any one accident and subiect to that limit for each person; not less than $1 million for all damages arising out of bodily injury, including death at any time resulting therefrom, sustained by two or more persons in any one accident, and not less than $500,000 for all damages arising out of injury to or destruction of property in any one accident and subject to this limit por accident, not less than $1 mil.liun for ala damages arising out of injury to or destruction of property during the policy period. b. Property damage insurance covering the Project Facilities and ancillary facilities used to provide the service improvements :in Appendix Z in the amount at least equal to the cost of such facilities. The policy shall. be kept in force for the life of this Agreement and shall contra inn a provision requiring, the insurer Lo provide the Commissioner with written notice of any cancellation, suspension or reduction of such coverage at "least thirty (30) days prior to the effective date thereof. The State must be a named insured on any policy under this par�igraph. 2. The Town shall require the contractor to provide an insurance policy or policies of the types and in the amounts following: a. Protective Liability 'Insurance issued to and covering the liability of the Town, the State, the Commissioner and 111_ employees or other representatives of each of them, both officially and personally with respect to all operations under this Agreement, including omissions and supervisory acts of the Town, the State, the Conunissioner and their employees or other representatives. b. LiabiliCy insurrn1ce Issued to and coverin�, Lhe liabi-liCy of the Contractor with respect to all work performed by him under this Agreement, but not less than $500,000 for each accident and :;1 million aggregate. C. Liability insurance issued to and covering the liability of each of the Contractor's sub—contractors with respect to all work performed by said sub -contractors under this Agreement. (With the same limits as set forth in b. above). d. 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 sub -contractors. e. Protective liability insurance issued to and covering the 7.iubi..:i.Ly of the Town and all cml>:loyee.; Or the Town, both officially and personally, with respect to all operations under this Agreement by the Contractor or by his sub -contractor, including omissions and supervisory acts of the Town employees. 3. The Town shall provide the Commissioner with 8" x 10" color photographs of the work site before, during and after construction in order to document the original condition, the progress of construction and the completed Project. A maximum of 24 sucli photographs shall be provided at the time final payment is requested by the Town. Cross Sound Ferry shall reimburse the Town for its expenses under this paragraph. 4. Plans, Specifications and Estimates, must be submitted to the Commissioner before any title or interest in right—of—way is acquired and/or any construction of the project is initiated. Field surveys, mapping, and the preparation of any other reports, documents, etc., as recItilred may take place prior to approval of Plans, S -pee -i f:ic .i(Aous incl E.,Lunates by the Commissioner. 5. The Town slial.l prepare a spread sheet, analysis of consLrucLion h:ids and submit it to the Cominissioner prior to selection of bids. 6. A work schedule must be prepared by the Contractor and approved by the Town and Cross Sound Ferry before the start- of the Project. The work schedule showing the percentage completion of major wort: :i.teilis must he submitted to the Town at the end of each month after the start of construction. Payment vouchers submitted to the State shall provide a summary of work accomplished to (late including the cost of individual work elements and materials and shall be certified by the Town's consultant engineer. 7. At the time of completion of the work, Cross Sound Ferry shall make available to the Town all survey notes, computations, maps, tracings, original aerial film, subsurface exploration data and photo indices, if any, and all. other documents and data pertaining to the work or to the Project which material at all times shall he the property of the `own, In the cvejit LhoL Lh.k; Ap,i-(!vmcnl lu Lerm.luiit.od Iur any rc;i;,un, then, within ten (10) clays after such termination, Cross Sound Ferry shall. make available to the Town all the aforementioned eng-inecring data and material. 8. No interim payment will be made in an amount that would bring the aggregate amount of all partial payments for the Project to more than 90 percent of the maximum obligation of the State as set forth in Appendix 1. 9. Whenever the Project is completed in accordance with this Agreement, the Town may apply for final payment. 'The final payment will be made to the Town if: a. A final inspection of all work has been made jointly by the representatives of Cross Sound Ferry, the contractor., the Town and the Coimnissioner unless the Commissioner agrees to a different procedure for final inspection. b. A final audit of the project account has been completed by the Commissioner or the State Comptroller. C. The Town has furnished final "as constructed" plans, unless otherwise agreed to by the Commissioner. 10. In no event ,hall the making by the State or the Town of any Payment pursuant- to this Agreement constitute or be construed as a waiver by the State or the Town of any breach of covenant or any default which may then exist on the part of Cross Sound Ferry and the making of any such payment by the State or the Town while any such breach or default shall exist shall not impair or prejudice any right or remedy available to the State or. the Town in respect of such breach or default. CONK 335d(8182) APPENDIX A • The parties to the attached c-)nt'act further agree to be bound by the following, which are hereby nmde a pari of said contract: I. This contract may not be assigned by the contractor or its riWO line or interest therein assigned, transferred, conveyed, sublet or disposed of without the previous consent, in writing, of the State. ll. This contract shall be deenud execulory only to the extent of money available to the State for the performance of the lennls hereof and no liability on account thereof shall be incurred by the Slate of New York beyond moneys available fur the purpose Ih�reol'. III. The contractor specifically agrees, as required by labor Law, Sections 220 aild 220-d, ;is amended, 111,11: W) no laborer, work11cul or nacoharaiv, ill Ibe culploy of the conlr;lclor, SllbcollUaclor or Unlet' person dolllg or cont:rcling to du Lite whole or any part of the work contemplated by the contract shall be perm►tted or required to work Blore than eight hours in any one calendar day or more thou five days in any one week, except in the emergencies set forth in the Labor Law. (b) the w;lgcs paid fur a legal day's work shall be nut less 111;111 the prevailing; rale of wages as dcfinetl by law. (c) the lniniant ni hourly rate of wages to be paid shall not be less than that stated in the specifications, and tiny redeter- mination of the prevailing rate of wages after the contract is approval shall be deemed to be incorporated herein by reference as of the elTcctive dale of redetermination and shall form a par( of these contract doCIII11C111S. 1) The tabor Law provides [hill the contract may be Iorleled and no suns paid Or any wort: done lhcreunlrr on a second conviction fur willfully paying less than (a) Ili �.lipulalcd w;lgc :,cillo as plovidod in bihor Law, SCC6011 220, subdivision 3, as alIICnLlC 1, ur (b) less than the stipulated rilhAnum hourly wage scale as provided in Labor Law, Section 220-d, aS anunded. 1V. "fhe contractor specifically agrees, as required by the provisions of the tabor Law, Section 220-c as amended that -- (a) 11.1 hirillp. of olupluym, fur the palornuulcc of work uoticr Ibis contract or any subconu lract Iturcrldclr, or fur tic ulauluf;acture, sale or distribution of materials, equipment or supplies hereunder, no contractor, subcontractor nor any person wing on behalf of such conlra"lor or subcontractor, shall by reason of raoc, creed, color, scs or nalional Of ig�iu di',t I inlilcllr altainsl duly ciliicn of tic .` Ialc (it' New York who is quafifictl and available to poi form Illy [furl, to trllicll uJac cillpluynlcnt rvlatcs. (b) NO contractor, subcontractor, nor any person on his behalf shall, in any manner, discriminate against or intimidate any employee hired for the performance of work under (his contract on acconnl of race, creed, color, sex or national oril"in. (c) 'I here luay be deducted 11.0111 the aulount payable to the contractor by the State under this contract a penalty of five dollars for each persan for each calendar day during which such person was discrirninaled against or intimidated in violali0n of the provisions of the yunlracl, and (d) this contracl play be cauccllcd ur Iyrnlinalyd by the Slate or nunlicipalily and all moneys duc or l0 become title I1CI'l•lllltlel' may be forfciial for a second or any subsequent violation of the ternns or conditions of this section of the contract, and (c) the aforesaid provisions of this section covering every contract for or on behalf of the stale or municipality I'ur the manufacture, sale or distribution of materials, equipment or supplies shall be Ihnited to operations perl'ornled within the territorial limits of the Slate of New York. During the perforununce of this conlr:;cl, the contractor agrees as follows: (a) I'lle contractor will not discriminate against any employee or applicant for employment because of race, eked, color, sex, national origin, age, disability or Marital status. (b) If directed Io do so by the Commissioner of I luntan Rit;his, the contractor will send to each labor union of rrprrsr11- lalive of workers with which the contractor has of is bound by a colleclive bargaining of other agreennenl or underslan- ding;, a notice, to he provided by the State Commissioner of tlunwn Rights, advising:; such labor union or represen- lauivy of Ihy ounlraotur's ap.rcylncnl under clarnscS (;n) Iltrollp'll (g,) (hereinafter called "non-discrinlinatiun ylausrs"). Il the contractor was tlfrcctul to du so by the cuntractWt; agency as part of the bid or negotiation of this contract, the contractor Shall request such labor union or representative lu furnish a written Statement that such labor union or rcprescnlative will not discriminate bCC;Itlsc or race, creed, color, sex, naliunal origin, age, disability or marital status, and that such labor union or representative will cooperate, within the limits of its legal and eotllrlelmanl authurity, in the implementation of the policy and provisions of these nun -discrimination clauses and that it consents and agrees that rccruitnnenl, employment and the terms and conditions or employment under this contract shall be in accordance with the purposes ailnd provisions of these non-discrimination clauses, ll'such labor union or rcprescnwiivc-I'ails or rel•uscs to con:glly with Such a rcqucst that it furnish Such it statement, the contractor shall promptly notify the State Cummk- S1011e1' 01' Hllllltlll Rights of Such failure or refusal. CONfi 335d•2 (£1182) . (c) If directed to do so by the C'onunissioner of 1-lunlarl Rights, the Contractor will post and keep posted in Conspicuous Places, available to employees and applicams for elliphyment, notices to be provided by the Stale Ciamm siunrr of I lunlan Rights setting forth the sulastanrc of the provisiule;'Of Clauses to and (b) and such provisions of the Slate's laws against discrimination as the State Commissioner of 1-fulllau Rights shall delcrnlille. (d) The colit'aclor will state, in all solicitations or advertisements for employees placed by or on behalr, of the cnnlr0ctur, that all qualified applicants will be afforded equal employment opportunities without discrimination hecatl..s of racC, creed, color, sex, national origin, a. -c, disability or Marilal StaIuS, (r) The coulractor will comply with the provisions of SCciious 2.90--299 of (fir lhemllivc Law and wish the Civil ltip.11ls I,aw, will furnish all informah011 and rcpurls dcculcd nice^salt by the 51aIt Contnlission:r of 11111111111 Itilthl under Ihc•,c uou-diwlinnnaliull clauses aucl such s"liolls of the :ixCculrvc Law, and will 101,111 t aCCCSS to the L:0lltlu tin's books, records and accounts by the State Commissioner for the purposes of investigation to ascertain C011lpllanCe With these non-discrimination clauses and such sections of the EXCCUtive Law and Civil Rights Law. (1) This conlract May be forlllwilh canCvIed, Iernlinawd or susperldCd, in whole o;- in part, by the conlraclinp, nitrn,:y nlxul the basis of a finding nude by the Stale Conuuissioner of I hunau Rights that the contractor has 11th conlp!ird \Oth these non-discrimination Clauses, mid elle Contractor may be declared ineligible for future contracts Made by ur oil behalf or the Stale or a pulbic authority or agency of the State, until the cotllraclor satisfies the Slate Cori nisslonvi. ill, Iiunlal] Rigins Ilial the ron!raclor has established and is Ca rrymg out a protuanl k courornlily with the pwosimv ul these non-discrimination clauses. Such finding AW11 be made by the Tali (_'ununissioncr of I-Iumal alta .un ciliation efforts by the Commissioner have failed W achieve emu plimlee wiih Wese nor -discrimination clauses aIlei o,j it verified complaint has been I'iled witll the <_'ununisioncr, !lolice lllereol' has been given to tlrc conlraclor and all OI,- portuuity has been afforded Iic Coll(raclor to be heard publicly ill ascordaucs willl IIIC Fxeculivc Law, Such ti;ulrllun; maty he inlp(rx(I aucl rtvncdir`, of ill ;uldiliul lu nancliow, null rcnlcdic. olllcrv.i"k. by law. (g) The contractor will include the provisions or clauses (a) through (I) in every stllacoluract or purchase order in such a manner that such provisions will be binWng Upon each sllkonlractor of vendor as to operations to be perrornlCti within the Stale of New York. The contractor will take such action iu enforeini! such provisions or such subcollracl or In11(1lXc Urdcl a', the %nuc (AM 114,10110 of 1111111011 16111111, m the kv IIfla'IiI IIlay direct, inrludiIll I .;t110ioII (Jrlcnlydic�, for 11011-eUnII)11;11lic. Ir d1e cunlraclor bccullcs invul\TkI in Or is IhrCaucnCkI with liliir,aliun wiih the ,ub�o11 Irnctur or vrndOr as a rerun 01'sICI IIirrCliult by MCA UW Coulnlis>;ionCl. of 1-funlau Rig IIIs or the contracting; uIlL'II y, the contractor shall promptly su notify the Attorney General, rc(turstingt the l\lforncy OCIICI'al lu inirrvcnc and I,I,,I k'l IIIc ilucrests of the Slate ul' New York. Vl. (a) by submission of this bid, each bidder and each person Aping on behalf or any bidder certifies, and in the eme of a joint bid tach party thereto certifies as to its owls organization, tinder penally of perjury, that to the bvsl of his knuwlcdicc and belief: 1) the prices ill this bid have been arrived at iudependrntly williout Collusi:nl, consultation, C01111ullnirati011 Or agreC- nlenl, for the purpose of restricting competition, as to any matter relating to such prices with any other bidder of with any competitor; 2) t)nlcss olherwix• required by law, IIIC prices w1114:11 have been tluult'd in this bid have nol been Icnuwin;�,ly dir,c lu.`C;I h the bidder and will nut kuuwingly be LHSCIW1 Cd by IIlC bidder prior It) Opening, directly Or indirectly, to ally Olhcr bidder ur to any Conlpelilm; 3) No attempt has been made or will be made by IIIC bidder to induce any other person, parincrs;llip or Corpurolion to sub ulil or not to submit a bill for the purposC 01' restriCling Colnpelilion. (h) A bid shall nal be considered for ;Iwm d nor sloth any award he made whert, (a) (1) (2) and (3) above halve nut bull conl- plied Willi provided, however, that it in any case the bidde-r Carnot make the foregoing certification, the bidder AS so ,(aut• incl 'hall 1'111M"ll Willi Ibc bid a "i1mcd :I;urnlrnr which ;i is I'm Ill in dcl;lil Ibc lvwmns Ihcrcforc. Wiwi k, (a) (I) (.') and (3) above have nut been complicit With, IIIc bid shall nal be :onsidervd for award nor shall any award be made unless the head of the purchasing unil of 00 Stalls, public dIm"InCnl or agency to which the bid is n wn or Iris designee, dvIrl'llllnrd that such disclosure was not Inadc for file purlwsC OIrrslriclin,t culnpCliliun. The fact [hit[ at bidder to has published price lists, rales, of tariffs Covering items being procured, (b) has informed prospsclive cusluntrrs of proposed ur pcndinp, publiCaliull or new• ur rCvi.u'd priCe lists fur suCh ilrnls, ur (c) has !;old Ibe same items Io other cuslolllers al tile sante priCcs being laid, docs nal co,Istiltlle, without more, it disclosure within the Il.suling of pau'agraph VI (a). `Ill. The agreement shall be void and of no rorce and effect unless the contractor shall provide coverage for the benefil of, and keep covereel during the life of This agreement, such emMoyees as are retltnirrtl lo be Cclvewd by the p OOMuns of the Worker's LTIm pensation Law. CON 335d•3 (8182) V111. In accordance with Section 220-f of the Labor Law and .Section 139-h of the State Finance Law and the regulations of the Comptroller of the State of New York promulgated thereunder, the contractor agrees, as a material condition of (Ile contract ^ That neither the, contractor nor any substantially owned or affiliated person, firm, partnership or corportation has par- ticipated, is participating, or shall participate in an international boycot in violation of the provisions.of the United States Export Administration Act of 1959, as amended, or the Export Administration Act of 1979, as amended, or the regulations of the United Salic. Departinent of Commerce promulgated thereunder; 11. I'ilat if the, contractor or any substantially owned or affiliated person, firm, partnership or corporation has been convicted or sllbjecicd lo ;j I'in:tl detcrnlina(ion by the United States Depill-1111cllt of Collllllcl'ce of ally other appropriate agency of the Unilecl XI:Ur', of ;l violaliorl of, ille ()uilcd `ilalk,!; FAI)url Adinini%jialion Art of 1909, m aulcndrd, or Ihr I?slnrrl Administration r\rl of 1979, as ;uucudcd, ur the rcguliaiuns of the United Slates Department ul' Culu►nerce promulgated thereunder, the coutractor shall notify the Comptroller of such conviction or determination in the manner prescribed by the Comptroller's regulations. NEW YORK STATE DEPARTMENT OF TRANSPORTATION REQUIRED CONTRACT CLAUSES FOR ALL CONTRACTS FOR TRANSPORTATION INFRASTRUCTURE RENEWAL PROJECTS APPENDIX "B" PART I. EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS. De I.i11iLious. As used in these requirements, the following definitions will apply: a. "Covered area" means Lire geographical area described in the solicitation from which this contract resulted or the geographic area within which this contract will be performed. b. "DeparLmeaL." means Lite New York State Del) arLmcuL. o1, Transportation. C. "Commissioner" means Lite Commissioner of Lire New York SLate Department of TransporLation or tris duly auLhorized rej)resenLaLi.ve. d. "Direc�or, TAAPO" means the Director of Lhe New York SLaLe Dcl)artmernL. of TrallsporLaLion Afl:irmaL.ive Action Programs Ofli.ce or h:is duly authorized represetiLa Live. U. "1SmpIoyer IdcuLi.l.i.c:iLiou Numbel-" mcatts Lhu Vcdera.l- Social Security Number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. f. "Minority" includes: (i) Black (all person having origins in any of the Black African racial groups not. of I1:i.spanic or:i.gi.n); (ii) Ilispanic (a person of Spanish or PorLuguese culLure with origins in South or Central America or the Caribbean Islands regardless of race); (iii.) Asian and Pacific Islander. (al.l persons hay.i.ng ori_gius in any of Lite original peoples of the Far East, Southeast Asia, the Indian subconLinenL, or the Pacific islan(js); and ( iv) Am r i c'an Lud i.itt or A la:,lcart Na Live (all persons hav i_lig origins in any of: the or.igi.nal. peoples of Nor.l11 America and mai.nLaining i.denLi.fi.able tribal_ aff.i.l iaLions through membership dud parLi('.ipaL.iort o1• community identification. Identification may be made by any suiLab.le authority in Lite cunuuuuiLy such as an educaLiorral. ins Li LuLi.ou, religious organization or a State agency). g. "Recipient" means Lite Applicant, Participating Municipal i Ly, Grantee or any other party Lo an AgreemeuL wiLli Lire DeparLmeuL in %�qtich 4/2 it receives.or controls the dispensing of State monies for transportation infrastructure renewal projects. I. The Recipient shall include the Definition section above and the text of this Part, beginning with the words "REQUIRED CONTRACT CLAUSES" and Part II of this document as part of every contract, subcontract, document for soliciting bids or proposals therefor, or purchase order and such requirements shall be binding upon each contractor, subcontractor, or vendor. 2.a. The Recipient shall enforce the obligations set forth in this Part by taking actions at least as extensive as the following: (i) monitor the efforts of contractors, subcontractors or vendors to comply with their obligations under this Part by reviewing the monthly employment utilization forms submitted by such contractors, subcontractors o.r vendors as required by paragraph seven of this Parl; (ii_) submit to die Director, TAAPO quarterly composite employment utilization reports on forms to be supplied by the Department; (iii) furnish all information and reports as may be required by the Director of the Office of Contract Compliance and Minority and Women -Owned Business Enterprise (hereinafter the Director of the Office of Contract Compliance) under_ the authority of New York Slate Governor's ExecuL.i.ve Order 21 or August 3, 1983 (hereinafter Executive Order 21), or by rules, regulations and orders of the Commissioner as may be promulgated under or pursuant to Executive Order 21; (iv) take such action as the Director, TAAPO or the Department. shall direct in order to enforce the requirements of this Part, including sanctions for noncompliance; PROVIDED, HOWEVER, that in the event the Recipient becomes :involved in, or is threatened with, Iiti_galion with a contractor, subcontractor, or vendor as a result of any requirement of the Part or direction issued pursuant to this Part, the Recipient may request- the State of New York to enter into such litigation or dispute to protect the interests of the State of New York. b. The Recipient is encouraged to contact the Director, TAAPO for information and guidance regarding enforcement of the requirements of this Part. The Recipient is encouraged to participate in any training sessions the Director, TAAPO may establish for the purposes of: this Part. 3. The Recipient wall. comply with any procedures ,inti guidelines entabl:ished by the Wrectur or. they Orrice of' Contract Compiiauk,c under the aulhori ty o1 Exec. ive Order 21. 4. The ItccipieuL shat I permit .access to :its books, records and accounts by the Director, TAAPO and/or the Depar.tmenL for purlroses of invesLigaLing compliance with the requiremeuLs of this ParL and :any rules, regulations, orders, procedures or guidelines promulgated or established pursuant to or under the authority of ExeCrlLiVe Order 21. > 0 • NEW YORK STATE DEPARTMENT OF TRANSPORTATION REQUIRED CONTRACT CLAUSES (PART I.) During the performance of this contract, the ConLractor agrees as follows: 1. The Contractor will ensure eclital employmertl opPorLtrali.Ly by not d.iscriminaLinb agaiusL any apl,licallL fur' empluytnellL because of race, color, religion, sex, national origin, age, disability or marital status. The Contractor will ensure that employees are treated during employment without regard to their race, color, religion, sex, national origin, age, disability or martialLaLus, regarding, among other tlt.ings, the following: upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination, rates of pay or other forms of compensoti.on, and sc l-ecti.ort for tn..tini.ng, inc ud:illg app renCice:ah.i.p. 'I'hc Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices setting forth file provisions of this nondiscrimination clause. 2. The Contractor shall make a good faith effort to ensure eclua L employment opportunity by taking the affirmative acLions set forLh ill paragraph three of this Part. The Contractor's success in aclliev:ing or bettering the goals set forth in. Pari. II shall be a substantial facLor in any determinatioit ofd wlieLher Llie ConLracLor has collipLied wiLlt iL: obligations to ensure equal employment opporLtmi.Ly :in the performaltce of tlri_s cortt_racL. 'I'llose goals are expressed as pCr•cenlaf;rs of Hw LoL;il hurt r:; of employmenL and l.r.iiuinF; LhaL Lhe GUHLracLor should rcasura;il�ly lac able to give to female or minority employees in a certain covered area. These goals were established from materials published by the. Office of Federal Contract Compliance Programs based on appropriate workforce, demographic or other relevant data. 3. The Contractor shall i_mplemeut, affi.rui,.ttive act:i.ou steps at least as extensive as Lite ioll.owilig: a. ertsur.•e and moi.itLaiu a working envir.onmenL free of lt;arassnteuL, intimidation, and coercion at all sites, and in all facilities at which the ContracLor's employees are ass:igtied to work. The CouLracLoa: shall specifically ellsure LhaL all foremen, super.:inLendenLs, and other ott-site superv.isor•y personnel are aware of and carry ouL Lhc. CollLracLou's obligation to maintain such a working environment, with speci_:fic attelltaon Lo minori.Ly or feuial.e irld:i.vi.duals wurk:i.11g at. such sites or in such facilities; b. state in ,r.11 solicitations or adver.LisentenLs for c�ntltLoycts placed by or oil behalf of Lhe Contractor LhaL all qualified appi:i.canLs willreceive consideration for empl.oymeut without regard to race, color, religion, sex, rlaLional 0.riglll, age, disability or marital status; C. send to each labor uuion or representative of workers with which the Contractor has a collective bargaining agreement or other couLracL. or understanding, a notice advising the said labor uuion or workers' ) 0 0 representative of the Contractor's commitments under this Part, and shall post copies of the notice in conspicuous places available to employees and applicants for employment; d. establish and maintain a current list of minority and female recruitment sources, 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; e. maintain a current file of the name, address and telephone number of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source or couunuaiLy organization and of Lhe action which was taken with respect to eaclr such individual. If such individual was sent to Lite union !tiring 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 dOCUlrlenLed in writing to the Recipient and noted in the file with the reasons therefore, along with whatever additional actions the Contractor may have taken; 1. provide immediate wriLLea ttoLiJ:icaLiott to the Recipient when the r union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or women sent by the Contractor, or when .the Contractor has other information tllziL Llle r.iniou r-eferral process; has .itpeded Lhe CouLracLor's (A'forLs Lo met,L, its obligations; g. tltrvrrlul> uu-Lli('-,jut.) Lra.itr_iIig uppurLill ii.Lies aLid /ur pat- L.iclpaLioil in training programs which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs futrded or approved by Lhc Un:i.Led SLaLes Department of Labor, Llte New York State Department of Labor, or the New York State Department of Transportation and appropriate for utilization on projects similar to those of the New York Slate Department. of Transportation. The ConLracLor shall provide notice of these programs to the sources compiled under :3.d. above. If the Contractor fails to develop or participate in such apprentice or training programs, its failure to meet the goals set i:ort(t in Part I1 will. be presumed to be noncompliance with thea requirvmerrLs of this Part; h. disseminate the Contractor's equal employment opportunity policy by providing noL.ice of Hie policy Lo unions and training programs anal requesL.inl.; Lhci r cuoperaL ion in. a:;si:;lin}; thu Cont raclor ill mot,L in}; i to-; e(1u;i.l earpluymcuL uppurLtui.ily ub.l.i.gaL.i.uus, by iuc.ludi.ug it ill any policy manual and collective bargaining agreement, by publicizing iL ill Lhe company newspaper) annual report, and other similar items, by specific review of the policy with all management personnel and wi.t.lt all rtrinority and female employees at least once a year, and by posting the company equal employment opportunity policy on bulletin boards accessible to all employees at each location where work under this contract is performed; i. review, at least annually, the Contractor's equal employment opportunity policy and affirmative action obligations under this Part with all employees having any responsibility for hiring, assignment, layoff, termination or other 'employment decisions including specific review of these items with on-site supervisory personnel such as superintendents, general foremen, etc., prior to the initiation of 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; j. disseminate the Contractor's equal employment opportunity 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 Contractor's equal employment opportunity policy with other contractors and subcouLractors with whom the Contractor does or anticipates doing business; k. direct its recruitment efforts, both oral and written, to minority, female and comnwnity organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving.; LY ConLractor's recruiLmenL arca anal L,mployimcnL needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recr:-u:iLmerrL source the Contractor shall send written notification to organizations such as the above describing .the openings, screening procedures, and Les Ls to be used in the selection process; 1_. encourage preseuL minority and female employees to rerruiL other minor i.Ly persons and wourcu and, where ruasonabic, provide afLer school, summer and vacation employment to minority and female youth both on Lhe site and in other areas of a Contractor's workforce; M. conduct, at least annually, an inventory and evaluaL:iou of all minority and female personnel for promotional opportunities and encourage these employees to seek or to prepare for, through appropriate training, or other similar activities, such opportunities; I1. 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 re.laLed activities to ensure that the equal employment opportunity policy and the Contractor's obligations under:• this ParL are being carried out; o. ensure Lhat a 1 faci_lities and company acLivi.Li-es are nonsegregated except Lha] se>p"Mv or single -uses• Loi lel and necessary changing facilities shall be provided to assure privacy between the sexes; P. conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's equal employment opportunity policies and affirmative action obligations; 4. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations. The efforts of a contractor association, joint contractor -union, contractor community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling one or more of its obligations under this Part provided that the Contractor actively participates in the group, makes every effort to ensure that the group has a positive impact on the employment. of minorities and women in Lhe industry, ensures that Llic c.oncret.e beilefils of Lhc program are reftecLed itt Lhe CoaLractor's minority and female workforce participation, makes a good faith effort to meet its individual goals, 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 fallLive of such a group to fulfill art 0bIi.gatio11 shah 110L be a defense for Che Contractor's noncompliance. 5. Through implementing the affirmative actions set forth above and the Contractor's other efforts to ensure equal employment opportuuiL.y, Lite Contractor shall make every effort to employ minoriL:ies and womc>u throughout. Llic I i fe of Lhc 'conLracL. The lran:;fer of minority or fcmAc, employees or trainees from contractor to contractor or from project to project for the purpose of meeting the Contractor's goals shall be in violation of the contract. G. lit order- for Lhcr noIwo r -Ling Lr.aming hours of apprenl iLVS and trainees to be counLed in meeting the goals, such al)prcttLices and Lraitrres musL be employed by the ConLracLor dtar.:i.ug the training l)eriod, Mid the CouLracLor mast. have made a comwiLmuaU Lo employ Lhe apprettL..ices 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 United States Department of Labor, the New York State Departu►ertL of Labor or Che New York Static Department of Transportation and appropriate for utilization on projects similar to those of the New York State Department of Transportation. 7. a. Tire Contractor shall designate a responsible official to monitor all etrtploymenL related activity to ensure that Lite ConL:r2lcLor's equal employment opportunity policy is being carried out and to keep records. The records shall include the came, address, telephone number, construcLi.on trade, uniotr affiliation if any, employee idenLi.fi.caC:i_on Humber when ass.i.grted, social. securil.y rruutber, race, sex, sLaLus (e. g., mechanic, apprentice, trainee, helper or laborer.), elates of changes ill status, boars worked per weelt in the hidi.cated trade, rale of lay, and locaLiotl:; ;.it whi.clt lite worlt wa.;t Lterforttucd for each employee. Record,; shall be maiuLained in all understandable and retrievable form. To the extent that records kept by the Contractor for other purposes satisfy the requirements of this paragraph, the Contractor need not mainLain separate records. b. The Contractor shall submit monthly employee utilizatiota reports to the Recipient on forms to be supplied by the Recipient. Records of the total employee utilization from the start of the contract up to and including the month being reported shall be sttbmiLLed to the Recipient with each monthly report. For the purpose of these reports, the hours of female employment and training and the hours of minority employment and training shall be separately calculated. All females, whether minority or non -minority, shall be calculated within Lire hours of female employment and minority females shall not be used in the calculation of hours of minority employment. C. For Lire purpose of the reports required above, Lite employment and training hours workec] by each parson may only be once in any one mouth and Lhe UoirLracLor is cautioned LlraL iL may noL discriminaLe against minority females in connection with attaining its affirulative action goals under this Part. 8. All. records required by this Part must be reLained for a period of three years following completion of Lite contract work and shall be available at reasonable times and places for inspection by the Recipient and authorized representatives of the Department or Lire Dir•ecLor, TAAPO. 9. The Contractor shall not use the goals or affirmative action requirements to discriminate against lily person because of race, color, rel.igi.on, sex, n.rLiorurl origin, alae, clisrabiLil.y or nru ilol. slalus. 10. The Contractor will comply with with any procedures and guidelines established by the Director of the Office of Contract Compliance and Minority and Women -Owned Business EnLerpr.ise (hereinafter the W -rector.' of L.he Officer of C01ILracL Compaiauc(,) nuclei• ilia auHioi•iLy of New York State Governor's Executive Order 21, issued AugusL 3, 1983 (hereinafter Executive Order 21) and will conrp]_y wi.L.h any rules, regulaL:ions arid orders of: Lhc Commissioner- as uray b0 prourarLgaLed lnrrsuarrL to or under the authority of Executive Order 21. 11. The Contractor will furnish all information and reports as may be required by the Recipient or Lite D:i.recLor of the Office of. ConL.ract. Conrl.>li.ance under Lhe auLliori.Ly of L:xecuLJ.ve Order 21, or I>y cults, regulations and orders of the Commissioner as may be promulgated under or pursuant to Executive Order 21, and will permit access to its books, records and accounts by Lite Recipient, the Department or Lire Director, TAAPO for purposes of invesLigaL.i.ng comp -1 i.rance willr Lhe recluiremenLs of this Part, such rules, regulations, orders, procedures or guidelines. 12. Iit Lire event of Lire Contractor's noncompliance with the nondiscri.m:ination or aff:i.rmaLive acti.orr clauses of. this conLr•acL or wiLlr arty of the said rules, regulations, orders, procedures or guidelines, the agreement between Lhe Recipient and Lhe State may be canceled, terminated, or suspended ill whole or in part- and this contract may be canceled, terminated, or suspended in whole or in part and Lite Contractor may be declared ineligible for further contracts. 13. Neither the provisions of any collective bargaining agreement, nor Lire failure by a union with whom the Contractor has a collective bargaining agreement to refer either minorities or women shall excuse Lire Contractor's obligations under this Part, any rules and regulaLions ol. the Department, or the rules, regulations) procedures or gu:idel.ines promulgated or established pursuauL to I:xecuLive Order 21. PART II Electricians...............9.0 to GOALS FOR MINORITY PARTICIPATION Carpenters................27.6 Asbestos workers.................22.8 COUNTY % COUNTY % COUNTY % Metal lathers.............24.6 Albany 3.2 Herkimer 2.1 `Richmond to 28.6 Allegany 6.3 Jefferson 2.5 Rockland 22.6 to Broome 1.1 *Kings to St. Lawrence 2.5 5.5 *Bronx 6.5 Lewis 2.5 Saratoga 3.2 17.5 Cattaraugus 6.3 Livingston 5.3 Schenectady 3.2 Cayuga 2.5 Madison 3.8 Schoharie 2.6 Chautauqua 6.3 Monroe 5.3 Schuyler 1.2 Chemung 2.2 Montgomgery 3.2 Seneca 5.9 • Chenango 1.2 Nassau 5.8 Steuben 1.2 Clinton 2.6 *New York Suffolk 5.8 Columbia 2.6 Niagara 7.7 Sullivan 17.0 Cortland 2.5 Oneida 2.1 Tioga 1.1 Delaware 1.2 Onondaga 3.8 Tompkins 1.2 Dutchess 6.4 Ontario 5.3 Ulster 17.0 Erie_ 7.7 Orange 17.0 Warren 2.6 Essex 2.6 Orleans 5.3 Washington 2.6 Franklin 2.5 Oswego 3.8 Wayne 5.3 Fulton 2.6 Otsego 1.2 Westchester 22.6 Genesee 5.9 Putnam 22.6 Wyoming 6.3 Greene 2.6 *Queens Yates 5.9 Hamilton 2.6 Rensselaer 3.2 *The following goal ranges are applicable to the indicated trades in the Counties of Bronx, Kings, New York, Queens and Richmond. • Electricians...............9.0 to 10.2 Carpenters................27.6 Asbestos workers.................22.8 to 32.0 Stem fitters..............12.2 Roofers4......................... to 13.5 Metal lathers.............24.6 Iron workers (ornamental) ........ to 25.6 Painters..................26.0 Cement masons....................23.0 to 28.6 Operating engineers ....... 25.6 to 26.0 Plumbers..................12.0 Plasterers .......................15.8 to 14.5 Iron workers (szruct)..... 25.9 to 32.0 Elevator constructors ...... 5.5 to 6.5 Bricklayers ......................13.4 to 15.5 Asbestos workers.................22.8 to 28.0 Roofers4......................... 6.3 to 7.5 Iron workers (ornamental) ........ 22.4 to 23.0 Cement masons....................23.0 to 27.0 Glaziers .........................16.0 to 20.0 Plasterers .......................15.8 to 18.0 Teamsters ........................22.0 to 22.5 Boilermakers .....................13.0 to 15.5 All others .......................16.4 to 17.5 GOAL FOR PARTICIPATION OF WOMEN: The last publication of a goal for the partici- pation of women was April 7, 1978 (43 FR 14888, 14900). The 6.9% goal published on that date is hereby made the goal for all State contracts and grant agreements. J 14. The Contractor shall provide written notification to the Recipient within ten working days of award of any subcontract in excess of Ten Thousand Dollars at any time for work under this contract. The notification shall list the name, address, and telephone number of the subcontractor, employer identification number of the subcontractor, estimated dollar amount of the subcontract, estimated starting and completion dates of the subcontract, and the geographical area in which the subcontract is to be performed. 15. T11C CQnLracLor wi,l l i.rtcltade. Lhi.s dUcrUDenL, culrsisLing of ParLs 1 and II and the Definition section, as part of every subcontract or purchase order unless exempted by rules, regulations, or orders of the Commissioner, or pursuant to Executive Order. 21 and such requirements shall be binding upon each subcontractor or vendor. .rhe Contractor will take such action with respect to any subcontract or purchase order as the Recipient may direct as a means of enforcing such provisions, including sanctions for. noncompliance; PROVIDED, IfOWEVI:R, that. in Lhe event. Liu, Recipient or Contractor becomes involved in or is threatened wi.t.h, litigation with a subcontractor or vendor as a result of any provis.i.ou or direction issued pt.trsucrnL -Lo this Part, the Recipient- or Contractor may rccltaesL Lhe StllLe of' New York to en Ler* itaLu such 1iLigaLiou ur di:,ImLe Lu protect the interesLs of the State of New York. 16. The Contractor shall not enter into any person or firm debarred or .disqualified from hurst.ianL to U.S. l.;uvermnutjL incl/or SLaLe o[' New York subcontract with any government corttracts acL iotas. Part III. MINORITY AND WOMEN -OWNED BUSINESS ENTERPRISE REQUIREMENTS. Statement of Poliev. It is the policy of tine State of New York to encourage the greatest possible participation of minority and women -owned business enterprises in all Shite fundCd couL.racL.s for consL.r:'ucLi.on or the procurement of goods and services. New York State Governor's Executive Order 21, (hereinafter Executive Order 21) issued August 3, 1983, and Section 428 of the Transportation Law direct the Department of Transportation to seek to award at least twelve percent of the total dollar value of couLracts awarded annually to minority business enterprises, and furthermore, to achieve a significant increase in the participation in the contracts awarded or funded by the Department by women -owned business enterprises. Definitions. For the purposes of this Part, the following definitions sha:11. apply: a. Minority business enterprise. Any business enterprise which is at least fifty-one per centum owned by, or in the case of a publicly owned business, at least fifty-one per centu111 of the stock of wit.icli :is owned by ciLizens or permanent :resident aliens who are: Black (pe r:;onI'll Iiav-ing origins in auy of the black African racial groups not of Hispanic origin); (ii) Hispanic (persons of Mexican, Puerto Rican, Dominican, Cuban, Central or South American orgin who are either Incliarr or hispanic, regardl-ess of race); (iii)Asian and Pacific Islander (persons having origins i►i any of Lite original. peoples of Che Far East, SouLhea5L Asia, Lite Indian subcontinent or. the Pacific Islands); and (iv) American Indian or Alaskan Native (persons having origins in any of Lire orig:ival peoples of NorLh America and mainLai.ning i.deuL:ifiable L. r.i.)aI a:f:filiaLi.ons through membershi1) and parLicipaLion or community identification); and such ownership iuLeresL is real, substantial. and couLinuiug. The minorities must itave acrd exercise Lhe 014LhoriLy Lo independeirLLy curttrol. the business decisions of the enterprise. The enterprise must be certified as a minority business enterprise by the Director, TAAP0 or such certification must be pending in order to be considered a minority business enterprise for the purposes of this Part. b. Women -owned business enterprise. Any business enLerpri.se which is at least fifty-one per centum owned by, or in Lire case of a publicly owned business, at least fifty-one per cenLum of the stock of which is owned by citizens or permanent resident aliens who are women, and such ownership interest is real, substantial and continuing. The women must have and exercise the authority to independently control the business decisions of the enterprise. 'The enterprise must be certified as a women -owned business enterprise by the Director, TAAPO or such certification must be pending in order to be considered a women -owned business enterprise for tile purposes of: this Part. C. Majority bus.i.ness enterprise. Ally busiues's eiik,rprise wliicli dues L1oL saLisly the requi.remellLs of a or b alcove. d. Director, TAAPO. The Director of the New York State Department of Transportation Affirmative Action Programs Office or his duly authorized representative. e. Department. New York State Department- of Transportation, acting through its duly authorized representative. f. Commissioner. Commissioner of Lhe New York State DeparUnenL of Transportation or his duly authorized representative. g. Recipica L. The Applicant, Participating Municipality, Grantee r or any other party to an Agreement with the Department in wllLch it receives or controls the dispensing of State monies in connection with transportation infrastructure renewal projects. 1. The Recipient shall include the Definition section above and Zile text of this P<i rC Ise: g.i.nn i ng w.i Lh Lhe wo rcls "Ri"QUI M;'D CONT TCT CI,AL1,14" >" ht ,illy conL racl, :;uhconL racL , c10cu111c.IL1L for sol. i.ci.Lilrg bids or pl-oposals therefor, or purchase order and such requirements shall be binding upon each contractor, subcontractor or vendor. 2. The Recipient shall. take such acLion as the Director, TAAI10 or the Department shall direct in order to enforce the r.•equiremeLlLs oC Lhis Part, including sanctions for noncompliance; PROVIDED, HOWEVER, LhaL in the event the Recipient becomes :i.rlvol ved ill, or i.s th 1:et� Lent cl w i Lh , Iiti.gatiorl with a contractor, subcontractor or vendor as a result of ally requirement of this Part or d.irecLion. issued pursuanL to Lh:is ParL, Lhe Recipient may request the State of New York to enter into such li.LigaL.ion or d:i.spute to protect Lhe irlLerests of the State o(' New York. 3. The Recipient agrees to make a good faith effort to maximi-ze Lhe participation of minority and women -owned business enterprises as prime contractors :ill connecLiou wiL.11 trausporLaLiorl inlrasLructure renewal project:;. 4. The Recipient agrees to comply with ally guidelines esL.abl i.sho(i by the Director of the Office of CouLract Compliance and NinoriLy and Women -Owned Business Enterprise under tale author.i.Ly of I?xecuL ive Olde r 21. representatives of the Recipient or the Director, TAAPO and will be submitted to the Recipient or Director, TAAPO upon request, together with any other compliance information which either may require. 16. In the event that this contract is assigned or subcontracted in whole or in part, the provisions of this contract shall be incorporated in and be a hart of such assignment or subcontract. 17. The Contractor shall not use the requirements of this Part to discriminate agaiu;;l ;.ttty d11;11 il'ic,d tomhauy t>r };roup of couip;inicr;;. 18. Nothing in this Part is intended to diminish any present contract compliance review, INFORMATION FOR THE RECIPIENT/CONTRACTOR A current listing of minority and women -owned business enLerprjses is available upon request in writing from: Minority Business Enterprise Specialist Doom 202, Building 5 New York State Department of Transportation + 1220 Washington Avenue Albany, New York 12232 Otltex' forms and i nsl.ruct i MlS to be use cl i.n fill fit l i ng l hc> requ.ir.emenLs of Lhi-s farL are avail.iable aL Lhc ll parLmeicL`s re�;iun;il. Office and ftrrLber explain f.lte regtr.i.r.emettts of Lh:is Parl: AAP 2 - Disadvantaged/llinority/[,domen-Otvned Business Enterprise Disclosure Affidavit -- to be submitted for firms desiring recognition as either a Disadvantaged/Minority/Women-Owned Business Enterprise AAP 10 - "Notice of Requirement for Submission of Affirmative Action Plan to Ensure Disadvantaged/1`linority/Women-Owned Bus•itiess Enterprise Opportunity" AAP 11 - Disadvantaged/rlinority/Women-Owned Contractor Participation "Letter of Intent" or (on reverse side) "Unavailability Certification." Note: The above information is also used for federal -aid contracts. For purposes of Lltis contract, however, the above .foruts mus -L be used bill Lltcr Lcrm "t)i.sadvanl;if;cil" should hc, di:;1*c1y;11'dc•d :; i.ncc i( i:; uol apl, l i cah c s (a.) The names, addresses and telephone numbers of minority and women -owned business enterprises that were contacted together with their responses; (b) A description of the information provided to minority and women -owned business enterprises regarding Lite plans and specifications for portions of the work to be performed; (c) A statement of why additional agr.eemeut's wit.lr minority ;111(1 wourc:u-owned business euLerprises were ttoL reached. 5. Price alone will not be an acceptable basis for rejecting minority and women -owned business enterprise bids unless it can be shown that no reasonable price can be obtained front a minority or would-ow11eci business enterprise. 6. The Con.LracLor slu.il.l complete and sr.tbruiL a Schedti k' fol- Participation orParticipation by Minority Business Enterprise (Form AAP 19), Letters of Intent (Form AAP -11) and/or documentation of its good faith efforts within ten days after receipt of the contract- for execution. Submission of Lhese docrnuents sh;111 be' hi accordance wi.tlr Lire IcLLer of Lr•au:;mi LLcr.l of the contract for execution. 7. When, in connection with the bid or award documenLs, Lite Contractor indicates that a particular minority or women -owned business eiiL.erpr. ise is Lo be uL:i.l.i ed Ivor Lyre eonLracL, Lite I:ccip.i.enL wi.l.lr L.hu consent of the Director, TAAPO must approve any modification or termination of that util.izat=i_on prior to its becoming effective. SaLi.sfacLory evidence of compliance wiLh Lhis provision shall be furnished to the Recipient and/or Department upon request. 8. The Contractor shall designate the name of a Minority and Woolen -owned 13usiness 1AIL(It-pr i se Officer who w.i 11 have L.he r-e5ponc, i b.i I i l y for and be capable of effectively administering and promoting an active Minority and Women -owned Business Enterprise Program and who is assigned adequate authority to do so. 9. The Recipient's acceptance of Lhe Contractor's cer'L.i.f.icaL ion of assurance is conditioned upon the Contractor's fulifllment of the requirements of this Part. !f the Contx,'ictor fails to attain both Litt, minority and wourett-owned business enterprise participation goals, or to satisfactorily document its good faith efforts as defined above, the bid may be declared incomplete and the deposit may be subject to the forfeiture. 10. 11, a.fLer award Of Lite conLracL, a subcontract or order held by a minority or women -owned business enterprise or joint venLttr.e i.s modified or terminaLed, the Contractor shall immediately notify Lite Recipient of such modification or termination and the reasons Lherefor and will make every reasonable effort to propose and eater into au alternative subcontract or subcontracts or an alLernalive order or orders for a commensurate dollar amount furnished by anoLher qualified mittoriLy or women -owned business enterprise. Any modification or Lermi.natiou must s. be approved by the Recipient in order to be effective. For the purposes of this Part, a modification means only those changes which reduce the dollar amount to be actually performed by a minority or women -owned business enterprise. Any subcontract or order which provides that a specific amount of work will be performed by a minority or women -owned business enterprise will be considered modified if the amount of work actually performed by the enterprise is less than that specified amotrnL. Satisfactory evidence of compliance with these provisions shall be furnished to Che li c.ipi.enl upon requc>sL. 11. If the Contractor is itself a minority or a women -owned business enterprise or if the Contractor is a joint venture consisting of a minority or women -owned business enterprise and a majority business enterprise, it may not counL its own participation Loward aUairtntenL of' the goal set forth in this Part. 12. If. the Contractor seeks to attain the goal by subconLractirrg to or purchasing from a joint venture which consists of a minority or women -owned business enterprise and a majority business enterprise, the Contractor will be credited with only that percentage of the work LlhaL. acLtrall.y accrues to the nilnor•i.Ly or womcrt-owned btrSineSS viiLerpr.ises. For example, if a joint venture which consists of a minority business enterprise and a majority business enterprise perform subcorrLr.acL work quoted at $500,000 and 50% of the profits and risks accrue to the minority business enterprise-, the minor•:ity business (,itLerl.)rise participation will be credited aL $250,000. 13. The C011tracL.or• will allow Ole lt(,Cipicitl. to conduct periodic i►rs,pecLion of the CoutracLor's business enterprise involvement efforts during performance of this contract. Such inspections will include, but not. be limited to, the Contractor's monthly statement of income from the transportation infrastructure renewal project contract and the portion of said income which was paid to the minority and women -owned business enterprise as evidence by af-f-irmaLion of the minority women -owned business enterprise which the Contractor hereby agrees to supply each mon.Lh during the term of its conLract. When Lhe Recip:ienL finds Lhal. Lhe Contractor has failed to comply with the requirements of this mi_uoriL-y and women -owned business enterprise program, said Recipient will notify the Contractor to take corrective action. 14. In order to determine whether the Contractor has complied with the requirements of this Part, the Recipient may proceed by order to show cause, compliance conference, or hearing or may follow auy other lawful procedure t►pou due notice in writing to Lit(! CouLracl.or. When Lhe CuitL.ract.or Ilas been foun(I to have Vailcd Lo erect the ('ontractoi-':, a;(),il and also failed to exert a good faith effort as set °orLh in this Part the contract may be canceled, terminated, or suspended irr whole or .in part and the Contractor may be declared ineligible for further coaLracts. 15. The Contractor will keep records and documents for three years following performance of this contract to indicate compliance wiLh Lltis Part. These records and documents, or copies thereof, will be made available at reasonable times and places l'or iuspecL-iorr by any authorized owned by citizens or permanent resident aliens who are women, and such ownership interest is real, substantial and continuing. The women must have and exercise the authority to independently control the business decisions of the enterprise. 'The enterprise must be certified as a women -owned business enterprise by the Director, TAAPO or such certification must be pending in order to be considered a women -owned business enterprise for the purposes of: this Pert. C. NajoriLy bus.i.ness enterprise, Any business cuCc rpri:,e wliicli does uoL saLi.6Jy Lhe rcgtti.rcmcnLs of a or b above. d. Director, TAAPO. The Director of the New York State Department of Transportation Affirmative Action Programs Office or his duly authorized representative. e. Department. New York State Department of Transportation, acting through its duly authorized representative. f. Commissioner. Commissioner of Lite New York State DeparL.menL of Transportation or his duly authorized representative. g. Recipient. The Applicant, Participating Nunicipality, Grantee r or any other party to an Agreement with the Department in which it receives or controls the dispensing of State monies in connection with transportation infrastructure renewal projects. I. The Recipient sha.11 include Lite Defini_Lion section move ond Lite LeXL of L.Itis ParL beg:i.rnning with L(rc words "IZj,;QtTI.RLI) CONTUCf CI,AU;;in any conL.r,a(-L., stibc:onL.rac:L, docuwenL Cor sol.i.ci.Li.ug bids or pi'opusals therefor, or purchase order and such requirements shall be binding upon each contractor, subcontractor or vendor. 2. The RecipienL shall take such. acLiott as Lhe Director., TAAI'0 oc the Department shall direct in order to enforce Lite requirements of Lhis Part, including sanctions for noncompliance; PROVIDED, HOWEVER, thaL in the event the Recipient becomes :i_pvol.ved in, or is Lh rea L.ened w.i Lli , IitigaLiou with a contractor, scibcottLractor or vendor as a result. 01 any requi.remettL of this Part or d.irecL.ionissued pursuanL to Lhis ParL, Lhe Recipient may request the State of New York to enter into such liLigal..iort or dispute to protect Lite -inLerests of Lite SLaL.e of New YoL-k. 3. The I cocipienL agrees to make it good faiLit effort Lo oiaximi.ze Lhc participation of minority and women -owned business enterprises as prime eonLractors in connecLiou with Lranspot:Lation infrasLrucLure reurt��al projects. 4. The Recipient agrees to comply with arty guidelines esL.ab l ished by the Director of tite Office of CouLracL Compliance and NinoriLy and Women -Owned Business Enterprise under Lite author:i.ly of i:xecuL ivo 01,(1(,,- 21. REQUIRED.CONTRACT CLAUSES (PART III.) In furtherance of New York State Governor's Executive Order 21, and the Transportation Law, the parties to this contract agree as follows: 1. The Contractor agrees to make a good faith effort to meet the goals for minority or wolliell-owned business enterprise 'uL'ilization set out ill paragraph Lwo by subconL.racL-ing Lo or purchasing from such business _ enterprises and by following any guidelines established by the Director of Contract Compliance and Minority and Women -Owned Business Enterprises under the authority of Executive Order 21. 2. The Contractor shall undertake to award work equal to at least 12% of the actual contract amount to minority business enterprises and 2% of the actual contract amount to women -owned business enterprises ullIess the Director, TAAPO notifies the Recipient that because of local circumstances the goal shall be different or the contract docl.imenLs, approved by the Director, TAAPO, indicate different goals. 3. "Good faith" efforts to attain the goals of the contract r requires that the Contractor must do each of the following (as applicable): a. Conduct and/or aLtencl pre - bid "WO Li.ngs wile re L.Iie (,(]11;1 1, employment opporLl.nziLy and minority and women -owned business ent.erpri.se requir•emerlLs will be exhl;rirled; b. Advertise in general circulation media, trade association publications and minority -focus media for at least 20 days before bids or proposals are due. If 20 days are not available, pubIicrlLi.On for a shorter reasonable I:ime i:; acceptable; c. Notify minority and women business associ.at:i.ons in wri.ti.ng rlo less than 14 days before bids are due of a soliciLaL.ion for specific sub -bids; d. Give written notification to mi.nor.i.t.y and women -owned business enterprises that their interest in the contract is solicited; e. Make efforts to select portions of the work proposed to be performed by minority and woolen -owned business enterprises ill order to i ncrea:;e tlic. IH. (, i liood ole acli i ev i n); (11c :;[Acd f. Make efforts to promote competition amongst and negotiate w.itb uiinori.Ly and woman -owned business enterprises for specif:i.c sub -bids. 4. Records must be kept. documenting the Contractor's efforts under this Part, including at a mill:iuunn the following: 2 FERRY STREET • P.O. BOX 33 • NEW LONDON, CONNECTICUT 06320-0033 • (203) 443-7394 Phase I Building Foundation Septic System Well ORIENT POINT IMPROVEMENTS Starting Date 5/20 - 6/18 5/20 - 6/18 ,5/20 - 6/18 Source of Funds Cross Sound Gerry Cross Sound Ferry Cross Sound Ferry Phase II Black Topping of Staging Area 5/20 - 6/18 Suffolk County Community Development Loan Phase I I I Erection of Building Summer 1984 New York Departmer of Transportation Phase IV Dolphins and Landing Ramps Fall 1984 New York Departmer of Transportation Cross Sound Ferry 0 • Conn4ectwutXaAonaI Bank, 21-984 Commerce Office 250 Captain's Walk New London, Connecticut 06320 May 2, 1984 Mr. Frank Murphy, Supervisor Town of Southhold, Main Road Southhold, New York 11971 Dear Mr. Murphy: Connecticut National Bank has done business with Cross Sound Ferry Services since its inception in 1979 during which time we have established a substantial relationship with the company and its affiliates. The company is very highly regarded by the Bank and we plan to continue to support its growth and expansion going forward. Consequently, please be assured that we would entertain any reasonable request for additional financing from Cross Sound in the future subject to management's submission of financial and transactional information the Bank may deem necessary. Please don't hesitate to phone me on (203) 447-6127 if I can be of further assistance. Very truly yours, Kat leen P. Cowles Ass ant Vice President KPC/jp FRANCIS J. MURPHY SUPERVISOR OFFICE TO 1F T. E >S lP RVISOR NN OF AHOLD MAIN ROAD SOUTHOLD, L.I., N.Y. 11971 May 17, 1984 To: Town Board, Attorney, and Clerk From: Supervisor Frank Murphy Attached are the three pages, where changes have been made (as per May 15th meeting) to the Agreement Between the State of New York, The Town of Southold and Cross Sound Ferry Service, Inc. to Improve the Orinet Point Terminal, Bulkheads, Dolphins and Pilings. TELEPHONE (516) 765-1800 (516)765-1939 The design shall be prepared by a consulting engineer licensed to practice in the State of New York, experienced in design of projects similar to the Project Facilities and apporved by the Town and the Commissioner. 7. Federal, State and Local Law. In the event that any election, referendum, approval, permit, notice or other proceeding, requirement or authorization, environmental review or impact statement is required under federal, state or local law, ordinance, rule or regulation to enable the Town and/or Cross Sound Ferry to enter into this Agreement or to undertake the Project, or to observe,, assume -,or carry -.out -any-. of the--prauisions, 6f this Agreement, Cross Sound Ferry will, at its own expense, initiate and, with the appropriate assistance from the Town, complete all actions so required. 8. Accomplishment of the Project. The Town shall provide for the advertisement for proposals, reception of bids, and will award construction contracts for the Project as set forth in Appendix 1. The Town shall be responsible for the supervision of any construction undertaken pursuant to such contracts, all in accordance with procedures applicable to the advertise- ment for proposals, receipt of bids, award of contracts and supervision of Department construction contracts. Cross Sound Ferry will compensate the Town for costs incurred in carrying out its responsibilities under this paragraph. At the time the Town and Cross Sound Ferry agree upon the cost of carrying out such responsibilities, Cross Sound Ferry wil deposit the full amount in an escrow account to be established by the Town for that purpose. due to bankruptcy or otherwise, the Town agrees to cooperate with the State and make good faith efforts.to provide for the continuation of the service improvements except that the Town shal_1 not be required to :incur unreasonable costs in so doing. 27. New York State Content Program. The Town shall require that any contract let: for the accomplishment of this Agreement be subject, as applicable, to the requirements of the New York State Content Program contained in Subdivision (7) of Section 422 of the Transportation Law. 28. "Rebuilding, New York" Sii,ns. The Towu sha11 rE:ouire that the contractor erect and maintain "Rebuilding New York" signs as directed by the Department. 29. The parties hereto understand that, based upon engineering cost estimates, the total cost of the items set forth in Appendix 1 will exceed the cost estimates set forth in Appendix 1 and will also exceed the maximum amount to be paid by the State. It is further understood and agreed by the parties hereto that all sums required to complete the items of work set forth in Appendix 1, in excess of the sum of $400,000.00 to be paid by the State, shall be paid to the Town by Cross Sound Ferry. Accordingly Cross Sound Ferry agrees that all moneys required to be paid by it to the Town, in excess of the sums to be paid by the State, shall be deposited with the Supervisor of the Town prior to the award of'any contracts for the construction of such project. Said deposit of funds shall be made by Cross Sound Ferry to the Town at such time and in such amount and in such form as shall be determined by the Southold Town Board. 30. Not withstanding any other provision of this Agreement, it is under- stood by all the parties that the Town will not be deemed to be involved in any portion of this Project which the State is not funding, in whole or in part. AGREEMENT BETWEEN THE STATE OF NEW YORK, THE TOWN OF SOUTHOLD AND THE CROSS SOUND FERRY SERVICE, INC. APPENDIX 1 - WORK SCHEDULE 1. The following work items are eligible for funding in whole or in part to a maximum of $400,000.00 by the 1983 Rebuild New York Bond Issue. WORK ITEM a. Construct additional bulkheads, install five dolphins; modify vehicular ramp b. Build new terminal building (2300 square feet) c. Construct a staging area TOTAL TOTAL TO BE PAID BY THE STATE COST ESTIMATES $400,000.00 $135,000.00 $150,000.00 $685,000.00 $400,000.00 2. The Cost Estimates provided in this Appendix are preliminary estimates only, subject to modification by the Commissioner at the time engineering estimates and contract documents are submitted to the Department for approval. 3. All site plans, preliminary designs and final designs proposed for the accomplishment of the Work Items in this Appenidx are subject to the approval of the Department and the Town. 4. No contract bids will be accepted or change on contract orders issued which will cause the total project cost to exceed $400,000.00 unless approved by Cross Sound Ferry. 5. Not withstanding any other provision of this Agreement, the Town is responsible only for the advertisement of bids, reception of bids, and award and supervison of construction contracts under this Agree- ment which are to be paid jor in whole or in part by State monies. At the completion of the last contract in which the State will participate, the Town's responsibility hereunder ends. 6. Cross Sound Ferry is responsible for the completion of the work items in this Appendix whether or not State monies are available for partici- pation. Cross Sound Ferry will certify to the State upon the completion of each work item it constructs without the involvement of the Town that the work was executed in accordance with the plans and this Agreement. due to bankruptcy or otherwise, the Town agrees to cooperate with the State and make good faith efforts.to provide for the continuation of the service improvement except that the Town shall not be required to incur unreasonable costs -n so doing. 27. New York S ate Content Program. The Town shall require that any contract let for he accomplishment of. this Agreement be subject, as applicable, to the req 'rements of the New York State Content Program contained in Subdivision (7) of Section 422 of the Transportation Law. 213. "ltebu:ild3.ng, Newh?rlc'r ' Sighs, The Town sha:11 reaui.re chat Che contractor erect and maintai% "Rebuilding New York" signs as directed by the Department. 0 applicable to officers or employees of the Town, including but not limited to workers' compensation coverage, unemployment insurance benefits, social security coverage, or retirement membership or credit. 25. 'Perm of Agreement. The term of this Agreement shall be l:if.tecn (15) years, commencing the effective date hereof. 26. Bankruptcy or Default. Neither this Agreement nor any interest therein is assignable or transferable by operation of law. If any proceeding under the Bankruptcy Act, as amended, is commenced by or against Cross Sound Ferry, or if Cross Sound Ferry is adjudged insolvent, or if it makes any assignment for the benefit of its creditors, or if an order of attachment or execution is levied on any Project Faci.l:ity for which payment has been made pursuant to this Agreement- and is not released or satisfied at the termination of any litigation, or if a receiver is appointed in any proceeding or action to which Cross Sound Ferry is a party with authority to take possession or control of ziuy Project Facility, Cross Sound Ferry shall notify the State and the State shall have the right: to, and may take possession of any or nll such facilities, wherever same may be located, without any court order or other process of law. Tn such case this Agreement shall, at the option of State, without notice, immediately terminate and shall not be treated as an asset of Cross Sound Ferry after the exercise of said opLioii. The State shall not take possession of the Project Facilities or exercise its option to terminate this Agreement if service continues to be provided :in accordance with the terms of this Agreement. in the event Cross Schild Ferry becomes unable to or does not provide the services in Appendix 2 29. The parties hereto understand that, based upon engineering cost estimates, the total cost of the items set forth in Appendix 1 will exceed the cost estimates set forth in Appendix 1 and will also exceed the maximum aMOUnt to be paid by the State of New York. It is further understood and agreed by the parties hereto that all sums required to complete the items of work set forth in Appendix 1, in excess of the sum of $400,000.00 to be paid by the State of New York, shall be paid to the Town of Southold by Cross Sound Ferry. Accord- ingly Cross Sound Ferry agrees that all moneys required to be paid by it to the Town of Southold, in excess of the sums to be paid by the State of New York, shall be deposited with the Supervisor of the Town of Southold prior to the award of any contracts for the construction of such project. Said deposit of funds shall be made by Cross Sound Ferry to the Town of Southold at Such time and in such amount and in such form as shall be determined by the Southold Town Board. The design shall be prepared by a consulting engineer licensed to practice in the State of New York, experienced in design of projects similar to the Project Facilities and approved by the Town and the Commissioner. 7. Federal, State and Local Law. In the event that any election, referendum, approval, permit, notice or other proceeding, requirement or authorization, environmental review or impact Statement is required under federal., state or local law, ordinance, rul.e,or regulation to enable the Town and/or Cross Sound Ferry to enter into this Agreement or to undertake the Project, or to observe, a''sume or carry out any of the i provisions of this Agreement, Cross Sind Ferry will, at its own expense,, initiate arid, with the appropriate XF, sistance from the 'Town, complete al.]. actions so required. j 8. Accomplishment of th Project. The Town shall provide for the advertisement for proposals y`reception of bids, and will award any construction contracts for;'the Project. The Town shall be responsible for the supervision of Sy construction undertaken pursuant to such contracts, all in accordance with procedures applicable to the advertisement for pro)osals, receipt of bids, award of contracts and supervision of Depa tment construction. contracts. Cross Sound Ferry will compensate the 'l'ow,iI for costs .Incurred :in carry:(ng out it:; responsibilities under this paragraph. At the time the Town and Cross Sound Ferry agree upon the cost of carrying out such responsibilities, Cross Sound Ferry will deposit the full amount in an escrow account to be established by the Town for that: purpose. .1 9. Accounting. The Town shall establish and maintain for the Project, in accordance with requirements established by the Department and approved by the State Comptroller, a separate account to be known as the Project Account. The Town shall record in the Project Account, as they are received, all payments received from the State and any other source on account of the Project. The Town shall also record in the Project Account such funds as it may allocate from its own funds for the Project. Authorized representatives of the Department and/or the State Comptroller shall be permitted access to the Project Account for the purpose of performing audits at such time as the Department and/or. the State Comptroller may require. r 10. Documentation of Costs.' All costs charged to the Project Account shall be supported by proper docLimentation, including time records, payrolls, invoices, bills, receipts, contracts, vouchers, and the like, evidencing in appropriate detail the nature and propriety of the charge, all in accordance with the rules and regulations of the Department as approved by the State Comptroller. 11. Requisition and Payment. Payments of. State financial assistance to the Town for the Project shall be made upon submission by the Town to the Department of monthly vouchers, for work performed and payments clue the contractor. Sucli vouchers shall be in stwiina y form and shall identify the contract under which work was performed or payment is due. The documents supporting expenditures included therein shall be maintained by the Town and made available to the Department and/or the State Comptroller for audit upon request. The design shall be prepared by a cons lting engineer licensed to practice in the State of New York, expert need in design of projects si_m:i.lor to the Project I�acililJes and "I) roved by the 'Town and the Commissioner. 7. Federal, State and Local L In the event that any election, referendum, approval, permit, note a or other proceeding, requirement or aulhoriraLion, env:i r(nu►er►tal rcvi�w or impact. .ztateinent is required ►ender Cede, ua , ;stave or local law, urd4nance, rule or regulation to cnithl-2 Lhe Town sand/or Cross: :sound Derry t,fr enter into Luis Agreement or to urtderLalce the Project, or to c ,serve, assume or carry out any of Che provisions of this Ap,revment, Cross Sound 1?erry w:111, at Its own e` pemse, L111 Date and, wiLl► the :Al)pr kite assistance from the Town, complete all. aicLions so required. 8, Accomplishmeoc oi- the Project. The Town shall provide :for (:he advc alsement for propos ilr;, reception of Wids, and will a►willd construction contracts �-or Hic Project as scot: forth In Appcmlix 1. T1a Town shall be r.espom-J )1c for the supervision of any construction undertaken pursu.►anv t ;such contracts, all :In riccordancc wi th procedures appl-icablc Co tine ad c rte::c+mens for propmsa:ls, rccci.pt of bid:,, award of contract;: and :mpvi:cion of I)epar'La►cr►t ion cuutracr:c, CI -o:,:: Sound Ferry will. c mpensate the Town for cosh: incurred :in carry1olt out its; re; ;pons-lb:i ll ri ws under this paragraph. At the [Ime the 'Town mid gross Sound Ferry agree upon the cost of carrying out such Cross Sound Ferry w-1.11 deposit the full amount -in an escrow account � I o bo established by the Town for that purpose. i • AGRIEME,NT BETWEEN THE STATE Or NEW YORK, TIM TOWN OF SOUTHOI.D AND THE CROSS SOUND FERRY SERVICE, INC. APPI,:NUIX 1 — WORK SCHEDULE 1. The fol.ldwing work items are eligible for funding in whole br in part to a maximum of $400,000 by the 1983 Rebuild New York Bond �sFlue. W( tl< l'1'I?M COST HST] MATES ri, Constr.uc ncld:i.tionaa bul.lcheads, $400,000.00 installP've dolpll-ins ; modify vel(:icuanr rung 1). liuilcl now V(N-1111.11,11 bili ldilig $135,000.00 (2300 square feet) (1 . Construct ,i :,J I,:i III?, orei( 'I'OTA 1, $'; it 5 , (100.O 0 '11'01'AL TO ISI,: PALO �Y THE STATE $400,000.00 2. The Cost Estimates prov\Lo ed in this Appendix are prel.im:inary estimates only, subject modification by the Coinod.s;;:i oner at (lac time enlr,-iruser.:iril; e:,tiviaCe, and contract documents are :�uhmittatl Po Clio I)cpar. t►nent I'or approva: . 3. All site plans, preliminary designs and filial designs proposed foa- PI(c ac'c chip l i :,111111.111 ill' I lic Wu •Ic I t vim; Iii P IS i Append l x a rc:u(I�,j I l u I:I(c approval of Hie Departmen * and Clio '.Town. 4. No contract bids will be accep ed or change on contract orders :issued wbic li w�i l I cati.se the tot l project cost to exceed $400,000 unless approved by Gross Sound . rry. 5. The Town is responsible only for lie administration of contracts under 001., Agrevnuvnt whirl► are to e paid for in whole or Ili port by monlv:. Al Pair complelloi of lho Iasi cora1rr141P in which elle State will participate, Cite 'lbws 's responsibility llereunde'r ends. 0. Cross Sound Ferry :i.., responsible for he completion of Plica work iCems in Chi:, Appendix whether or not: 'tate monies are avail bl o for. participation. Cross. Sound Ferry it t certify to Cliv State upon the conlpl.et.i.on of each work item i' constructs without Cho involvement of Clio Town that the work wa executed in accordance with the plans and this Agreement. 6 ROBERT W.TASKER Town Attorney April 4, 1984 Hon. Francis J. Murphy Supervisor, Town of Southold Main Road Southold, New York 11971 Re: Proposed Contract between the New York State Department of Transportation, Cross Sound Ferry Service, Inc. and the Town of Southold for the construction of a Terminal Building and Bulkhead, Dolphins and Piling Work Dear Frank: have reviewed the above mentioned contract and have the following comments with respect thereto: At the outset, it would appear that the State Department of Transportation has agreed to pay on behalf of the Town of Southold the maximum sum of $400,000.00 for the construction work contemplated at the Ferry Terminal at Orient, New York. I do not quite understand why the Town of Southold is made a party to this agreement. It would seem that since the Town of Southold has no interest whatsoever in this matter, that the agreement should be between the ferry company and the Department of Transportation. In reviewing the contract, the only purpose that I can ascertain for the Town to be made a party thereto is to impose extensive duties, expenses and responsibilities upon the Town. In summary, the Town must assume the following responsibilities: I. The Town is responsible for the payment of all designs, plans and specifications and all costs which raise the project cost above $400,000.00. 2. The Town and the ferry company / is responsible for the SEQUA proceedings and obtaining all necessary permits. I 3. The Town is responsible for bearing the cost of the bidding procedures and the awarding of the contract as well as the cost of supervising the construction, f (�i''q'- OFFICE OF TQ :kiT,ORNEYi ` TOWN OF SOUTHOLD a -- TELEPHONE (516) 477-1400 425 MAIN ST. GREENPORT, L.I., NEW YORK 11944 April 4, 1984 Hon. Francis J. Murphy Supervisor, Town of Southold Main Road Southold, New York 11971 Re: Proposed Contract between the New York State Department of Transportation, Cross Sound Ferry Service, Inc. and the Town of Southold for the construction of a Terminal Building and Bulkhead, Dolphins and Piling Work Dear Frank: have reviewed the above mentioned contract and have the following comments with respect thereto: At the outset, it would appear that the State Department of Transportation has agreed to pay on behalf of the Town of Southold the maximum sum of $400,000.00 for the construction work contemplated at the Ferry Terminal at Orient, New York. I do not quite understand why the Town of Southold is made a party to this agreement. It would seem that since the Town of Southold has no interest whatsoever in this matter, that the agreement should be between the ferry company and the Department of Transportation. In reviewing the contract, the only purpose that I can ascertain for the Town to be made a party thereto is to impose extensive duties, expenses and responsibilities upon the Town. In summary, the Town must assume the following responsibilities: I. The Town is responsible for the payment of all designs, plans and specifications and all costs which raise the project cost above $400,000.00. 2. The Town and the ferry company / is responsible for the SEQUA proceedings and obtaining all necessary permits. I 3. The Town is responsible for bearing the cost of the bidding procedures and the awarding of the contract as well as the cost of supervising the construction, -2- • 4. The Town is required to maintain all books and records showing the receipt and disbursements of funds and the documentation of all costs, including payrolls, invoices, etc., in accordance with the regulations of the Comptroller of the State of New York. The contract is not clear as to whether or not, in the first instance, the Town must pay the construction cost and then seek reimbursement from the State. If this is the case, it may well be that certain costs will not qualify as "eligible" costs. The contract limits the State's payment of only those costs which are termed "eligible". However, no definition of this term is provided in the contract. 5. The Town is responsible to assure that all work by either its employees or the contractor's agents are in compliance with all State Laws. 6. The Town of Southold and the ferry company must agree to hold the Department of State harmless against any loss to persons or property. 7. The Town is required to provide all of the insurance enumerated in Appendix 3. 8. If the ferry company fails to maintain the project facilities in good order and repair during the thirty year term of the agreement, the Town must agree to cooperate with the State and make a good faith effort to provide continuation of the services provided. 9. The contract provides that all materials used in the project shall remain the property of the State of New York for the thirty year useful life of the project. In summary, it would appear to me that the only reason for the Town of Southold being made a party to this contract is to assume extensive duties and responsibilities, . and to assure and hold the State harmless of and from any claims whatsoever. For these reasons, since the Town, as such, shall receive no benefit under the contract, I would not recommend that the Town assume the numerous duties and responsibilities imposed upon it under the terms of the contract. Since the ferry company is to be the beneficiary under the contract, believe that it should assume all of the responsibilities sought to be imposed upon the Town of Southold. Yours very truly, ROBERT IN. TASKER RWT : as CROSS SOUND FERRY NEW LONDON, CT./ ORIENT POINT, Long Island, N.Y. Year Round Service — Auto - Trucks - Passengers - Combination Tours - Excursion Services 1983 Thru March 7, 1984 CONNECTICUT New London 1.95 �.I Orient Poi Long Island RI. 257, New York j Cross Sound Ferry Service, Inc. Box 33 New London, Ct. 06320 Visit Historic Greenport Sailing from New London, you'll be met by bus at Orient Point and taken to the historic village of Greenport where you'll have am- ple time to browse and dine. The bus will return you to the ferry. Adults $10.00 Daily June 27 -Sept. 6 Children $5.00 Leave New London 9:00 & 11:00 am Leaves Orient Point 5:00 & 7:00 pm Visit Historic New London Sailing from Orient Point you'll find yourself within easy walking distance of the many shops and restaurants of historical downtown New London. Return same day. Adults $8.50 Daily — Year Round Child $4.25 Leave Orient Point and New London on any scheduled sailing. For Your Convenience and Safety 1) All passengers are requested to exit from their cars and walk on and off the vessels. 2) Drivers are requested to place vehicles in PARK and set hand brake. Do not lock your car. 3) All passengers must remain out of your car and off the vehicle deck until the vessel is secured to the dock. 4) NO SMOKING on vehicle deck. Directions to New London Terminal On 95 South — Exit 84 South for "Downtown New London." At 2nd light go left onto Gov. Winthrop Blvd. Go left at end. Take first right to ferry. entrance. On 95 North — Exit 83 for "Downtown New London." At 2nd light go left onto Gov. Winthrop Blvd. Go left at end. Take first right to ferry entrance. On Rt. 32 — After Coast Guard Academy go left to 2nd light onto Gov. Winthrop Blvd. At end go left. Take first right to ferry entrance. RATES: One -Way Adult $ 5.50 Child (under 12 years) $ 2.75 Auto (including driver) $17.00 Round Trip (Same day only) $8.50 $4.25 No round trip fare, sold one-way only Reservations: Reservations should be made first by calling or in person and be accompanied by a $5.00 deposit. Vehicles with reservations are REQUIRED to be at the dock 30 minutes before their scheduled sailing; otherwise, the reservation and deposit are forfeited. A 48 hour notice of cancellation is necessary to refund deposits. When mailing deposits, please include the following information: name, return address, phone number, date of departure, time of departure and point of departure. DO NOT DOUBLE BOOK. All written reservations should be addressed to CROSS ISLAND FERRY SERVICES, INC., Box 33, New London, Ct. 06320 Phones: For vehicle reservations from New London (203) 443-5281 For vehicle reservations from Orient Point (516) 323-2415 to Orient Point Phone: (203) 443-5035 to New London Phone: (516) 323-2525 (Main Office) (203) 443-7394 (516) 323-2743 Sailing time: approximately 1'/2 hours. Daylight Savings Time when in effect. All schedules subject to change without notice. 1983 SCHEDULE March 7 — March 27 Leaves New London 7:15 am 10:45 am 2:15 pm 5:45 pm DAILY Leaves Orient Point 9:00 am 12:30 pm 4:00 pm 7:30 pm March 28 — June 12 Leaves New London 7:15 am 8:30 am 10:45 am 12:30 pm Except March 31, Apr. 1, 3 May 2:15 pm 4:30 pm 5:45 pm Leaves Orient Point 9:00 am 10:30 am 12:30 pm 2:30 pm 27, 29, 30 See Holiday Schedule 4:00 pm 6:30 pm 7:30 pm Leaves New London 7:00 am 8:00 am 9:00 am 11:00 am 12:00 pm 1:00 pm Summer Schedule 3:00 pm 4:00 pm 5:00 pm 7:00 pm 8:00 pm 9:00 pm June 13 — Sept. 11 Daily Leaves Orient Point 7:00 am 9:00 am 10:00 am 11:00 am 1:00 pm 2:00 pm 3:00 pm 5:00 pm 6:00 pm 7:00 pm 9:00 pm 10:00 pm Sept. 12 — Oct. 30 Leaves New London 7:15 am 8:30 am 10:45 am 12:30 pm 2:15 pm 4:30 pm 5:45 pm Except Oct. 7, 9, 10 Leaves Orient Point 9:00 am 10:30 am 12:30 pm 2:30 pm See Holiday Schedule 4:00 pm 6:30 pm 7:30 pm Oct. 31 — Dec. 4 Except Nov. Leaves New London 7:15 am 10:45 am 2:15 pm 5:45 pm 21 thru 25, 27, 28 See Holiday Schedule Leaves Orient Point 9:00 am 12:30 pm 4:00 pm 7:30 pm Dec. 5 — March 7, 1984 Leaves New London Mon. thru Thurs. 8:00 am 12:00 pm 4:00 pm Leaves New London Fri. thru Sun. 7:15 am 10:45 am 2:15 am 5:45 pm Except Dec. 22, 23, 24, 26, 30, 31 and Jan. 1&2 No Trips Dec. 25 Leaves Orient Point Mon. thru Thurs. 10:00 am 2:00 pm 6:00 pm Leaves Orient Point Fri. thru Sun. 9:00 am 12:30 pm 4:00 pm 7:30 pm See Holiday Schedule HOLIDAY SCHEDULE Oct. 10 Leaves New London 7:15 am 8:30 am 10:45 am 12:30 pm Nov. 21, 22, 24, 25, 28 2:15 pm 4:30 pm 5:45 pm Dec. 22, 24, 30, 31, Jan. 1&2 Leaves Orient Point 9:00 am 10:30 am 12:30 pm 2:30 pm No Trips Dec. 25 4:00 pm 6:30 pm 7:30 pm March 31, Apr. 1, Apr. 3 Leaves New London 7:15 am 8:30 am 10:45 am 12:30 pm May 27, 29, 30 2:15 pm 4:30 pm 5:45 pm 8:30 pm Leaves Orient Point 9:00 am 10:30 am 12:30 pm 2:30 pm Oct. 7, 9 Nov. 23, 27 Dec. 23, 26 4:00 pm 6:30 pm 7:30 pm 10:30 pm RATES: One -Way Adult $ 5.50 Child (under 12 years) $ 2.75 Auto (including driver) $17.00 Round Trip (Same day only) $8.50 $4.25 No round trip fare, sold one-way only Reservations: Reservations should be made first by calling or in person and be accompanied by a $5.00 deposit. Vehicles with reservations are REQUIRED to be at the dock 30 minutes before their scheduled sailing; otherwise, the reservation and deposit are forfeited. A 48 hour notice of cancellation is necessary to refund deposits. When mailing deposits, please include the following information: name, return address, phone number, date of departure, time of departure and point of departure. DO NOT DOUBLE BOOK. All written reservations should be addressed to CROSS ISLAND FERRY SERVICES, INC., Box 33, New London, Ct. 06320 Phones: For vehicle reservations from New London (203) 443-5281 For vehicle reservations from Orient Point (516) 323-2415 to Orient Point Phone: (203) 443-5035 to New London Phone: (516) 323-2525 (Main Office) (203) 443-7394 (516) 323-2743 Sailing time: approximately 1'/2 hours. Daylight Savings Time when in effect. All schedules subject to change without notice. JUDITH T. TERRY TOWN CLERK REGISTRAR Or VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD May 16, 1983 Cross Sound Ferry Services, Inc. Box 33 New London, Connecticut 06320 Gentlemen: Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516) 765-1801 Please be advised that the Southold Town Board at a regular meeting held on May 10, 1983 adopted the follow- ing resolution: RESOLVED that the Town Board of the Town of Southold hereby goes on record as supporting the proposal of Cross Sound Ferry Services, Inc. to institute ferry service from New London, Connecticut to Montauk, New York, provided this service does not jeopardize the existing service from New London, Conn- ecticut to Orient, New York. Very truly yours, Judith T. Terry Southold Town Clerk S U P P L E M E N T A L A G R E E M E N T THIS SUPPLEMENTAL AGREEMENT,.entered into this day of , by and between the COUNTY OF SUFFOLK, a municipal corporation of the State of New York, with principal offices located at •the County Center, Riverhead, New York, 11901 (hereinafter referred :to as the "County"), and the Town of Southold, a municipal corporation of the State of New York, located at 53095 Main Road, Southold, New York, 11971 (hereinafter referred to as the "Municipality"). WITNESSETH: WHEREAS, the County of Suffolk and the Town of Southold have previously entered into an Agreement dated April 25, 1983 for the allocation in .the sum of $249,000 to the Town of Southold as and for its Community Development projects specified and described in an application filed by the County of Suffolk under the Housing and Community Development Acts of 1974 as amended; and WHEREAS, Title I of the Housing and Community Development Act of 1974 as amended permits as an eligible activity the provision of assistance to private, for-profit entities, when the assistance is necessary of appropriate to carry out an economic development project; and WHEREAS, the County and Town have determined that an economic development project assigned to assist the Cross Sound Ferry Service Company is appropriate for the Town's economic development program; and WHEREAS, pursuant to such special determination, the Town of Southold has been designated to be the recipient of $100,000 specially and -specifically to undertake and complete the Cross Sound Ferry Service economic development project as part of the Suffolk County Revitalization Grant program; 4 NOW THEREFORE, IT IS MUTUALLY STIPULATED BY AND BETWEEN THE PARTIES HERETO, as follows: 1. That the Town of Southold is granted the sum of $100,000 as a non-interest bearing loan in addition to the regular fiscal 1983 Community. Development grant heretofore allocated and approved in the Agreement of Arpil 25, 1983. SUPPLEMENTAL AGREEMENT Page 2 2. That the said sum of $100,000 is granted specially and specifi- cally for the undertaking and completion of the Cross Sound Ferry Services project as set forth in Exhibit A attached hereto. 3. That the said sum of $100,000 may not be otherwise expended or utilized by the Town of Southold. 4. Town shall ensure that at least ten (10) new permanent full-time jobs are created, the majority of which will be for low and moderate income persons. Specified jobs shall be provided within 6 months of date of this agreement. 5. Town shall monitor performance of Cross Sound Ferry to insure employment goals are met. Failure to meet employment goals will be sufficient cause for immediate repayment of the loan. 6. That upon completion of the Cross Sound Ferry Services project, the Town of Southold will account to the County of Suffolk by setting forth the expenditure and utilization of special award funds; that any unused funds - will be returned to the County of Suffolk. The repayment by the Town to the County will be by means of 27 quarterly $3,571 installments plus a quarterly payment of $3,583. The first payment will be due on January 1, 1984 and the last on January 1, 1991. 7. Except as specifically restricted hereinabove, all of the conditions applicable to Community Development grants as contained in the Agreement of the parties dated April 25, 1983 and contained in the pertinent Federal Regulations bearing upon said grants, apply to this special award and loan. IN WITNESS THEREOF, the parties hereto have executed this Agreement the year and date first above written. COUNTY OF SUFFOLK: By: TOWN OF SOLTHOLD By: G fzceLS10% STATE OF N EW YORK DEPARTMENT OF TRANSPORTATION ALBANY, N.Y. 12232 JAMES L. LAROCCA COMMISSIONER AUG 231983 Mr. William R. Pell, III AM 2 919M Supervisor, Town of Southold Town Hall 53095 Main Road 70OFSOM_®aw Southold, NY., 11971 Dear Mr. I found last Friday's meeting to be most informative and helpful in developing a firsthand understanding of the problems and needs of cross Long Island Sound ferry services. I am convinced that ferry services and facilities need improvement. I am also persuaded that a joint approach, including State and local governments, and operators, makes sense. I also believe that specific legislation, rather than the Department's Executive Budget, is the appropriate way to provide for additional State participation. Therefore, I have directed Department staff to -draft legislation, to be submitted to the Governor, which seeks authorization and supplemental funding for this Department to provide the State's portion of the costs. To strengthen the bill, it would be helpful to describe the sharing arrangement. Please let me have your suggestions and recommendations as to how a local and operator share could be provided. Again it was most helpful to have met with you and I look forward to working with you in the improvement of Long Island Sound ferry services. Kind regards. 6 CoYies T.C. T.D. Atty. Adg. Date File Sincerely, J Larocca m issioner y JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS f +�' TELEPHONE (516) 765-1801 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 December 26, 1981 Honorable Peter F. Cohalan Suffolk County Executive H. Lee Dennison Building Veterans Memorial Highway Hauppauge, New York 11787 Dear Mr. Cohalan: Transmitted herewith is a resolution adopted by the Southold Town Board at a regular meeting held on December 22, 1981 concerning their opposition to the eviction action that has been instituted against the Cross -Sound Ferry Services, Inc. Very truly yours, Judith T. Terry O Southold Town Clerk Enclosure JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 December 26, 1981 Honorable Gregory J. Blass Suffolk County Legislator 11 W. Second Street Riverhead, New York 11901 Dear Mr. Blass: Transmitted herewith is a resolution adopted by the Southold Town Board at a regular meeting held on December 22, 1981 concerning their opposition to the eviction action that has been instituted against the Cross -Sound Ferry Services, Inc. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure TELEPHONE (516) 765-1801 JUDITH T. TERRY' TOWN CLERK" REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 December 26, 1981 Honorable John L. Behan New York State Assemblyman P. 0. Box 1005 Montauk, New York 11954 Dear Assemblyman Behan: Transmitted herewith is a resolution adopted by the Southold Town Board at a regular meeting held on December 22, 1981 concerning their opposition to the eviction action that has been instituted against the Cross -Sound Ferry Services, Inc. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure TELEPHONE (516) 765-1801 f � �� Psya� 3# � n � yf�gy� • a JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 December 26, 1981 Honorable Kenneth LaValle New York State Senator 998 Middle Country Road Selden, New York 11784 Dear Senator LaValle: Transmitted herewith is a resolution adopted by the Southold Town Board at a regular meeting held on • December 22, 1981 concerning their opposition to the eviction action that has been instituted against the Cross -Sound Ferry Services, Inc. Very truly yours, V Judith T. Terry Southold Town Clerk Enclosure TELEPHONE (516) 765-1801 JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53095 Main Road P.O. Box 728 Southold, New York 11971 TELEPHONE (516) 765-1801 THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON DECEMBER 22, 1981: WHEREAS, the community of Southold and its economic prosperity has significant dependence upon the regular ferry service provided by Cross -Sound Ferry Services, Inc., between Orient Point, New York, and New London, Connecticut; and WHEREAS, great numbers of businesses are engaged in interstate commerce both to and from Orient Point, New York, providing goods and services for our commun- ity as well as for business prosperity for our area; and WHEREAS, vast numbers of businesses and members of the general public depend upon such transportation for their livelihood and well-being; NOW, THEREFORE, BE IT RESOLVED that William R. Pell, III as Supervisor for the Town of Southold, is hereby auth- orized to communicate with the Interstate Commerce Commission and/or to supply said Commission with any letter or affidavit for its use regarding any action seeking to enjoin the eviction of Cross -Sound Ferry Services, Inc. from its New London terminal facility until an alternate site may be found. Such communication and action is authorized in order to do whatever is possible to assure continued and uninterrupted regular ferry service and the continued flow of interstate commerce to our community. Judith T. Terry Southold Town Clerk TIGHE AND SENNING 71 MAIN STREET ESSEX, CONNECTICUT 06426 CHARLES M. TIGHE MAILING ADDRESS: JOHN L. SENNING p P.O. BOX 757 W. CAMPBELL HUDSON, III December 18, 1981 TELEPHONE: 767-2198 MARIANNE B. KILBV AREA CODE 203 Mr. William R. Pell, III, Supervisor Town of Southold Town Hall ** Via Cross -Sound Ferry ** Main Road Southold, PAY 11971 Re: Cross -Sound Ferry Services, Inc. (Interstate Navigation Co., vs.) Dear fir. Pell: I refer to our telephone conversation of Thursday afternoon, December 17, 1981, regarding the matter of the eviction action that has been instituted against Cross -Sound Ferry Services. I advised you that I represent Cross -Sound Ferry Services in connection with the pending eviction action. I further explained to you that Cross -Sound's landlord had instituted this eviction action when Cross -Sound refused to execute a written sub -lease calling for an increase in rent from $1,430 per month to $10,000 per month. It has been Cross -Sound's position that, while it is quite willing to enter into a written lease, even one providing for an increase in the rental rate, the pro- posed lease, for a term of only five years without option to renew, was grossly unfair and extremely adverse to Cross -Sound's best interests. This is particularly so since the amount of $1,430 per month which the landlord pays under its 30 -year lease has not increased one cent! Since the landlord has been unwilling to nego- tiate a modification of the terms of the proposed lease and continues to demand a short-term lease with an increase of nearly 650%, Cross -Sound has had no choice but to resist the eviction effort. Because Cross -Sound has no other presently available alternative terminal site in New London, the threat of eviction from the present terminal facility poses an imminent threat of termination of service or, at the very least, extensive inter- ruption of service. In this connection, I enclose a photocopy of an affidavit dated December 1, 1981, executed by J. Brent Lynch which details the situation and the consequences which would result from an eviction. For these reasons, the Interstate Commerce Commission is seeking to enjoin the enforcement of any eviction order until such time as Cross -Sound can find and operate from an alternate terminal facility in New London. The ICC has requested the submission of affidavits from those who would be affected by the interruption or cessation of interstate commerce. In this regard, I enclose a sample form of an affidavit which has been executed by numerous truckers having occasion to use the ferry service. • l TIGHE AND SENNING • Mr. William R. Pell, III December 18, 1981 Page Two On the basis of our discussion, I assume that the cessation of ferry services between Orient Point and New London, or the interruption thereof, could have a substantial impact on the community of Southold. Accordingly, I have enclosed a proposed resolution which your Board of Supervisors might wish to consider passing at its next meeting if it feels that the cessation or interruption of services would affect interstate commerce and your community's economy. If you have any questions regarding this matter, please feel free to contact me directly. Thank you for your interest in this matter. Sinc�erel yours Jon L. Senning JLS:bsb Enclosures cc: Mr. J. Brent Lynch Cross -Sound Ferry Services, Inc. cc: Daniel S. Linhardt, Esq. Interstate Commerce Commission 0 • Proposed Resolution For the Consideration of Board of Supervisors Southold, New York RESOLVED: WHEREAS the community of Southold and its economic prosperity has significant dependence upon the regular ferry service provided by Cross -Sound Ferry Services, Inc., between Orient Point, New York, and New London, Connecticut; and WHEREAS great numbers of businesses are engaged in interstate commerce both to and from Orient Point, New York, providing goods and services for our community as well as for business prosperity for our area; and WHEREAS vast numbers of businesses and members of the general public depend upon such transportation for their livelihood and well-being; NOW, THEREFORE, William R. Pell, III, as Supervisor for the Town of Southold, is hereby authorized to communicate with the Interstate. Commerce Commission and/or to supply said Commission with any letter or affidavit for its use regarding any action seeking to enjoin the eviction of Cross -Sound Ferry Services, Inc., from its New London terminal facility until an alternate site may be found. Such communication and action is authorized in order to do whatever is possible to assure continued and uninterrupted regular ferry service and the continued flow of interstate commerce to our community. -- AFFIDAVIT -- STATE OF CONNECTICUT) ss.. COUNTY OF ) I, say that: r ; December , 1981 being duly sworn, depose and 1. I am employed by a company engaged in the interstate transportation of various products including, but not limited to 2. I have frequent occasion to use the ferry service provided by Cross -Sound Ferry Services, Inc., between New London, Connecticut, and Orient Point, New York. 3. Cross -Sound Ferry Services, Inc., provides the sole means of transporta- tion between the New England states and eastern Long Island, New York, except for the grossly impractical alternative noted below in paragraph 4, 4. Without such ferry service, it would be necessary to travel more than approximately 200 miles out of the way via New York City, as a result of which substantial fuel costs and highway toll charges would be incurred, together with significant time delays and equipment wear. 5. The trucking rig(s) which I operate average(s) approximately miles per gallon. The additional fuel required to be consumed for such an extended detour of approximately 200 miles would add approximately $ to the cost of travelling between these points. The cost of such extra fuel added to the cost for tolls and additional other operational expenses, including normal wear and tear on my equipment, would add approximately $ to the cost of transportation 6. The necessity of travelling nearly 200 miles out of my way would add at least hours to the normal travel time, thus causing me delays in making my delivery commitments, as well as requiring a cut-back on the commitments I would otherwise be able to make. Such a significant increase in cost, together with additional expense and time, could clearly cause me to lose my competitive advan- tage and, therefore, cause a severe impact on my business operation of transport- ing goods in interstate commerce. 7. Such a result would have a significant and prohibitory impact on goods, materials and products travelling and transported in interstate commerce. 8. There is no other effective means of transportation available which would or could substitute for the service provided by Cross -Sound Ferry Services, Inc. 9. In my opinion, the interruption and/or absence of regular ferry services would have a substantial adverse effect on interstate commerce as well .as upon my ability to compete in the transportation of goods in interstate commerce. Subscribed and sworn to before me this day of December, 1981. Commissioner of the Superior Court Notary Public My Commision Expires: (SEAL) Signed Print Name Here Full Address Tel.No. IGHE AND SENNING i \l �'` 71 MAIN STREET VEX. CONNECTICUT i O]1 787-2193 O AFFIDAVIT STATE OF CONNECTICUT ) COUNTY OF MIDDLESEX ) ss.: Essex; December 1, 1981 I, J. BRENT LYNCH, being duly sworn, do depose and say as follows: 1. I an a corporate officer and director of Cross -Sound Ferry Services, Inc., (hereinafter referred to as "Cross -Sound"), and have been such continu- ously since 1975. 2. In 1975, Interstate Navigation Company (hereinafter referred to as "Interstate") covenanted and agreed with Cross -Sound to lease to Cross -Sound certain premises located on the westerly shore of the Thames River in the Town of New London, Connecticut, for as long as Cross -Sound continued its business of operating a ferry service from said premises at such rental rate as might be agreed upon between them and absent such agreement at a reasonable rental rate. 3. Since 1975, Cross -Sound has maintained regular ferry service between New London, Connecticut, and Orient Point, New York, which service provides the sole means of transportation for hundreds of thousands of members of the general public travelling between the New England states and eastern and central Long Island, New York. This service also provides the sole means of transportation for various types of agricultural commodities travelling in interstate commerce between those points. 4. Since the time of said agreement, the rental rate has been in the amount of x$1,430.00 per month, which is the exact amount Interstate pays to Central Vermont Railway, Inc., the record owner of a portion of the leased premises. 5. In furtherance of and in reliance upon said agreement with Inter- state, Cross -Sound contracted with Thames Shipyard and Repair Co. (hereinafter IGNE ANC SENNING 71 MAIN STREET ES`�EX. CONNECTICUT 12031 767-2193 * WAM U referred to as "Thames"), a corporation then owned, operated and controlled by the same principals who own, operate and control Interstate, for the con- struction of a large ferry boat capable of only operating from a deep -water location such as the subject premises. G. In furtherance of and in reliance upon said agreement with Inter- state, Cross -Sound moved its entire business operation and terminal facility to the subject premises, had constructed and/or purchased vessels, which could be operated only from the subject premises, and made capital improve- ments to the bulkhead, pilings and terminal facilities at the subject premises at a cost in excess of $150,000.00 necessary to conduct and operate Cross - Sound's ferry business from said premises. 7. In furtherance of and in reliance upon said agreement with Inter- state, Cross -Sound sold a portion of its fleet that was capable of operating from the former terminal site 8. On or about April 8, 1981, Interstate demanded that Cross -Sound pay the sum of $10,000.00 per month for rental of the subject premises, which premises continued to be used by Interstate and Thames simultaneously with Cross -Sound. See copy of Interstate letter dated April 8, 1981, annexed hereto as Exhibit "A". 9. Cross -Sound refused to agree to pay the sum of 310,000.00 per month on the basis that such an amount was grossly excessive and far above the reasonable rental rate for the subject premises. 10. Cross -Sound offered to pay a reasonable rental rate for its use of the premises, but Interstate refused to agree to any procedure which might have determined a reasonable rental rate. 11. On or about June 1, 1981, Interstate commenced an eviction action against Cross -Sound in the Superior Court of the State of Connecticut, Geo- graphical Area ;10, seeking possession of the leased premises. See copy of Summons and Complaint annexed hereto as Exhibit "B". I ' ........... ......... _ IGHE AND SENNING 71 MAIN STREET 'ESSEX. CONNECTICUT (203) 707.2107 0 12. Despite all reasonable efforts of Cross -Sound to resolve the issue of rental rate and lease term, Interstate has refused to reduce its demand of X10,000.00 per month and has continued to pursue the eviction action. 13. If Cross -Sound is required to vacate the subject premises as a result of Interstate's action, it will be forced to cease its ferry service operations because the former terminal facility is no longer usable for the company's major vessel which carries the bulk of the passenger and vehicle load. 14. If Cross -Sound is forced to vacate the subject premises as a result of Interstate's action, it will be forced to cease its ferry service opera- tions because the former terminal facility is no longer usable due to deter i - oration of the terminal facilities which have not been maintained for a number of years. The former terminal facility is also no longer usable due to a totally inadequate and insufficient staging area to handle all vehicular traffic prior to boarding and parking area for nonboarding vehicles. 15. Even if the former terminal facility were ultimately made usable for Cross -Sound's two other older, smaller boats, those vessels would not be capable of handling all passenger and vehicular traffic presently using Cross -Sound service. 16. There is no other site presently available in the flew London, Connecticut, area from which terminal operations could be maintained by Cross -Sound. i 17. Cross -Sound continues to provide the only means of transportation for hundreds of thousands of members of the general public, both by foot and by vehicle, between the New England states and the eastern and central por- tions of Long Island, New York. Cross -Sound also continues to provide the only means of transporting numerous types of agricultural commodities shipped by thousands of tractor trailer trucks between the flew England States and eastern and central Long Island, New York. 3. .Y IGHE AND SENNING 71 MAIN STREET ESSEX. CONNECTICUT 12091 767-21911 0 18. Without a means of transportation via Cross -Sound lvessels between New London, Connecticut, and Orient Point, Long Island, New ':York, hundreds of thousands of members of the general public, thousands of tractor trailer trucks, and other vehicles would be required to travel over 1,200 miles out of.. the way in each direction via New York City to reach points !in New England and New York. The necessity of such a detour would, at the very least, add and/or involve significant highway tolls and transportation costs over and above the great number of hours added to such a journey even',if other economic and practical factors did not themselves make such an extended detour an improbable alternative. o 14 A- J. Brent Lynch, Affiant Subscribed and sworn to before me this lst day of December, 1981. JOHN'.4 L.IS/ S���N11`11', co+'Y"Sw,s:R QF SUPERIQR CW C mmissioner of the Super or Court (SEAL) NE) t-ra 4. �, .,•...n......a••�.. JG.i .. r'('1-ir. �.M•,MANM •w...w.r..•w•: .. t ,..,.�•» ... .. .n w.... •. ,.r. a.i:r •�r..r •.r:.-.+v':rt rnT b.w+f+WiCW:ir :�i.+t� i• ;�/,l';. U.S. 11AII•, I-AMIAND I 1(,:.I( ii; `.I 1610o0 i. �rlrlihonrs: hrw }.antinq )1031112.7591 I' tt, flu; 182. Nrw I.unJon. ct. RGy'Q, ! Fnintjttdit4 (•l)I) 7113.1613 1 Cruof Sound ferry SPrvicc�r;, 7.rt�: Rhode I81and Navigation Company Ferry 11treet New LQr. ion, CT 0632-0 A•tti John P. Wronowfiki. ,T, Brent Lynch Gentlemens Thjs is to inform yop that t.hr: land at; Biel. i neatod on thu ©rr019sed map and annexed to the lea.;so encl'):,ncJ , muy be. leased for- $10,000, per month,. _7 If- ch0. c and tyle signed lease ni•e i)ot returned Dy May l , 1981, T"wolll4 ask you to rQmove any Of : OUL' possa,9oJons from the ppoper: or I will. direct our attorney to talce legal. Fitgps nece:ssfl;7y to elifome phis Corpg,at�on'p right.-, in the prnperty, Sincernly youre, zN"['iTSTATE NAVIGATION COMPANY yToJiil J[ . rollowski t Pr•oc;ident e i •. i� t /if Mil f S i it 1 i , i :tl;vl.t;: �tt' .c�i:r{,/al�rtfly actions) ►1� �.. t. ! • t fit* V; 7.71 ttir 1.i•G3 PI1 =?t) INSTRUCTIONS - l ; repare aA (yr+PWrlttlr: 5'g afll rn31 ti+1nNllAris ltnp vlr.•rt' .fifty rt•rt!tvr r • . . ' fho swrin inS .Shaef& 4 and it `+ . !1 there is mare tn;sn one tlef?nd.trf..prerl:Tre G' r:h.�.r•+ (•r:•r.•rr f• .- v i.+"/ ,•'t••. • .r: F.µ:h Jit.JifrU.'+,il d@laKrdJf+1 A(1.1 (h , r]fi(JraJl SIfmnto'y; a-•ffy CJMPU.31' Shtc•!s �tc.l•'tir J .1.qR; ? I r - rqy '>r+;; tf r O+r'pt,f+nr d/'�tYKkl h a. CCcy •,r inti 3u'nrrrnnr 10 edctT eruy Of Vis rn ra, :!':i A'•. •1 •!r,, rrr:,.•• ^1,;r ( rr:Ll%; of 4 delenJJnt prnait:+ torm JD CV 7 ;vid .).'.!rh it 11 the MJr•rr)71 &N, t '. t'•.t of. ' 7,.r r+ •{ Alture-rvrca f ,;5 0v;&n fn.;,!t� by a"Cr. r 4l 01"(79, y . + r 1"1" r• 'i,. +" hrr ,lark of 'he Gout' TTj- r; wy fECogri:c... 'o pay cos:s m/t ap.:c U '1P N, t,,:' ,, t'.,• r., , ..'.. n• t,i r<rig�'.•JncA. :+J P t wie UP fWrn fur W!•M`a ,:I whr f. al ,,j,fr hn ; r Ir• 1".l rr)rr,: , rery D'.mit- _ur!hf ,13 Ally rrrper officer ** "EXHIBIT Bit ** :1 i•.tJTriQR',TY OF THE STATE OF CONN—ECTIC,IY. you a e: t�7t•:)y (:t'i•.' +,yr.;:., ► •. c;ru 1":O 4".;,,t r 1":+c. �! this 5:::n:nonS and .i:. J C rlr'J fail l�t - ._::moi,-•-....�-v-':-----i �.i::2'•1..�_i �S.i,:"L��i �.-.L 1 IlTUi:: j�') , i:�GUIHT COMMON ?LEAS LG.IG.A.-11) _ 141 2 1d Strc:E:t, T c:w London, Conttrrticut 90 •.-'_.. NOTE.r±—n1",-V S WH•rt-y _-- •�!•It. _ ).,1"n, .—. `_....-- to NANN r + `+ t :., 10 L'd Last. F 1".6 Ori V Inr;,.r' �..:.� .r- Har .••t i T 1"'r M, f .)-... rt ;i^1 NAMEG f.."ii)Atl7 ('rt;1.si`• I•'.S i)und Thu? a- < <_ a r + -- = -'--- - liat_s_r_Strot:t_ . , 161" "rat - r '_��'''•�` ,t 4• r:. l: 1"1 �• '� .�J� _�!•:, ILI NOTICE to each DEFENnANTf1":r ai. sued. 6 Th(a AFyr(+,uancc" form (n3y bi? laJti)tlleh ai lt.r! iDOVQ Court i:'`, la.r,utilmons Ina IawSutt. addrrfss r.a .coached to !hese) �)Apers slates the claims 7 If you Gt•Lrve that you have! insiu,ince lh;t: trial cover the a':: dt is makin) aga Inst yoa'in this lawsuit. C1.11:n trs,,; -S b^inj made aya+nst v(;u fit tt,.% 1,lwsutt• you IC. 11;Is Sunln)Uns, fir to tie informed 0( further sHOUld a an.• ItAtely takG,iulnmons anti Cou)pla•nt t0 y'u cat your attorney must rile a form call,+d al) your 1^.amu :uuv representative ' i:h Inc Ciork of m„ above named Court at 8. If yuu hav? questions ibout the Summonr: d:•;7 Complaint. ou.t ad:!ess on or betr_re thekbove Return pate. you Should con-Ailt an attorney pr(,mrtly. The CI:•rh of Court ,`.•d ettcrney do not hie a •nrr,tten -Appearance" is not Germilt•ad to give advice on tey3l Qups!tur.;, ::, tJttr t,r,e. 3 ;udgment xray be entered against you by *8econd day LlAZZORiling t}1C ... nEu -541 ,••. t rpw.W-1 Co,yntt SSn n'1" n+ Superior Court "rvr 'v nra.lf rir aF�ti -' A✓, --.r A EesT :(•+ I JIF 'G Pik'-r:u8 CE cf. St:h r+i Cliur• a 0 1:1 i-•k+tea CJ+E t.Y trrL. ^fdlNh.l'.: r j.EUln. j -t . 1".l r! ('y �y�y �,... ' un E rlo sif.04 glIL u. LI AIN r:; C IF 140 It r fat �,. .•,: tM!. +.,? SUJIl,. rt?. r, .w.l.r.,nf:-. uyL:vn:. "k'p•.•1 •i.1" Wq �y"_..-..�. aha:-....._ .•,..r-.•.w��a.. jrlpemr C,;urt _.:.—.�—_.l. I •15tir Trnl t i•vk r'ECE.PT NO Nd Fae i S :W.sMONS IS IGNED by a CLERK: has een done so that the Pktin• advice in connection .titin any lawsuit. i!I nct bo denied access to the Courts. i d. The Clerk signing tt:is Summons at the re - 15. th r:_Sp;,l Srbil,ly of the Ptaintih(s) t0 .questof the PI,-If,thff(s) is not responsible u:,,t is made In the manner pro- in any way for any (:!itis or omissions in :..:�•J b1" !tl:v Me Summons. any allegations rontained in ' flit• Clar,,. is not permitted to give any legal the Complaint, or the service thereot: •r:tc:;fy ctrtlfy I h V -fe3d.: :i1W$D'.yPNwrWit DATt:: stGNEp_�'.. COCKET NO (, .1'tdt r tTnd th@ b0ire: { .'* :. r a� i".%E+•ssrz �-'wa±•i�".. r'?51?may.. ��� .,1.`-.t: ,x. . ...:'G'��i:� s•>� ide of the 'rhanies River in the City of New Lwon, County of New London, and the State of Connecticnit, bounded and described as fo_.lows'; Beginning at the northwesterly corn,2r Of the herein deoscribed tract, said point being located approximately 10 feet northeasterly ;-;from the northeasterly .rail of an Abando:l0 railroad track, and said point 'b.?inc_l on the southerly line of other land of Interstate t,avigation Co. , at N 191, 168.B7 and E 71130, 1,13. 96 on the Connecticut Plane Coordinate System; thence running P1 740 21' ZIG" , bounded northwesterly by said ether land of Interstate Navigation Co. a distance of 74.24 feet to 11-1 angle point; thence turninct an interior angle of 1781 00' 49" and cont.inui.ng northeasterly, bou.,ded northwesterly by said other land of Int't:rilt�lte t4avigation Co. a distance of 10 feet, more or le:_s, L.(-, Ctit, nO1,:beet .t:c ri.y coriiei u!: herein-describcd tract; thence' incl rut7ninr southeasterly, 1)•., and along the apparent- high :%lt_CY M:1? RiVCr, �t Distance of 415 feet, more or los,:, t:O c:ruth0ast:(.:r1y corner of the herein described tract; thence turni.n(., and running southwesterly, rounded southeasterly by other land of Cen,Al Vermont Railway, Inc., a distance of 2 feet, more or le ,s, to t:h- ..outhwes terly corner of the herein described tract; thenco turninrl an interior an of 940 15' 58" and running northwesterly, hounded southwesterly by said other land of Central Vermont Railway, f.nc., a distance`o* 150.00 feet to the beginning of a circular cur% -e; thence r,unniNtj 9"C' nerally northwesterly by -and with the arc of said curve, deflecting to the left, tangent to the previous course, having a radius of 467.53 feet and a central angle of 33° 52' 40", iir-,LpnCC of. 276.44 feet to the point and place of beginning, the chord of the Inst- curve -orming an inter --tor angle of 67° 01.' 25"--%-;Lth the First course. Containing 6,800 square feet, more or less: A The above described tract is conveyed together with riparian ri(:hts in an area described as fo).lows: Beginning at the.north- easterly corner of the above described tract; thence running no"theasterly a distance of 31 feet, more or less, to a corner; thence turning an interior angle of 277.0 00' 00" and running ,orthwesterly, a distance of 29.00 feet to a corner; thence turning an interior angle of 930 56' 53" and running northeasterly a distance of 169.96 feet to a corner; thence turning ah interior angle of 870 48' 35" and running southeasterly, by and along the combined pierhead and bulkhead line in the Thames River, a dis- tance of 434.07 feet to a corner; thence turning an interior angle Of 90° 00' 00" and running southwesterly a distance of 174 feet, more or less, to the southeasterly corner of the above described tract; thence turning and running northwesterly, by and along the apparent high water mark of the Thames River, a distance of 415 feet, more or less, to the point and place of beginning. .. c 8 GRUSKM ATTORt•EY -AI-LAW 1-U"IM TOM "T. %14 LONG N. CONN 46 2,0 CO,',IP;fit INT 1.' On or about June, 1978 the plaintiff, as lessor, and the defendant, as lessee, entered into an oral lease on a month� to month basis for the use and occupancy of premises,..located on. the westerly side of the Thames River, in Now London, Connecticut, more particularly described in Exhibit A annexed hereto at*the monthly rental of $1,430. 2.. The defendant took possession of the premises pursuant to the lease, and still occupies the sarne. 3. The lease has expired by lapse of time. I�­ 4. On May 16, 1981 the plaintiff caused a riotceto be duly served on the defendant to quit possession of the leased premises on or. before June 1, 1981 as required"by law, a copy of which notice is attached and marked Exhibit B.- 5. Although the time designated in the fotice for the defendant to quit possession of the premises has passed, the defendant still continues in posse.;sion. I The plaintiff claims a judgment for possession of the premises. Richard E. 'Gru-skin Commissioner of the Superior Co" "4i 00 3. The lease has expired by lapse of time. I�­ 4. On May 16, 1981 the plaintiff caused a riotceto be duly served on the defendant to quit possession of the leased premises on or. before June 1, 1981 as required"by law, a copy of which notice is attached and marked Exhibit B.- 5. Although the time designated in the fotice for the defendant to quit possession of the premises has passed, the defendant still continues in posse.;sion. I The plaintiff claims a judgment for possession of the premises. Richard E. 'Gru-skin Commissioner of the Superior Co" •�" � '`'"r�� �1� ��+I Vit• ; �'� �'►: fA4w y •' '�'Q','�"'c�''.">: I i tits :,•� y , , •��;,:; NOTICE TO QUIT POSSESSION T0: CROSS -SOUND FERRY SERVICES, INC. (Tenant) RF.: Premises located moon the %iesterly side of the Thames River, more particularly described in Ixhibit A annexed hereto. On behalf of your landlord, I hereby give you notice that you are t&. - quit possession of.the premises hereinabove described on or before the following date: June 1, 1981 Reason: Termination of lease. Your lease for the said premi.ses is hereby terminated. Exri ction action may be taken after said date without,:-fifrther notice to YOU. Dated at New London, Connecticut, this 14 th day of Mav , 19 31. LAIMIARD: INTERSTATE NAVIGATI ,. CO. b hn H. tiro wski Pre'(t BY ,Fi �„� i. c ^ r -n in 56 Iiintington Street New London, Connecticut 1--mdlord' s Attorney SIF -RIFF' S Rl=N STATE OF COIlINT-CTICUT) ) ss. New London, Connecticut 16 May 1981 COU.M OF NE? J LOON) On the 16th day of Mn v, 1981 I left a true and attested copy of this Notice to Quit Possession with and in the hands of April Earlie=r,. in charEe of the Agin Office at the time of service for the within named M. CIC MIC t1str-11 �ce-CF-abode•, CRCSS-SOUND' FERRY SERVICE in the said town of New London at the hYain Office of Cross -Sound Ferry Service on iia to r• Street. being-tt�e-pee sari-deseibed1heetei�n IFEES Copies: .60 r,ndorse: .40 A Service: .20 '!'ravel. 8.50 HF'.rytY.- N t�....SH - � Dx:puty Sherift RUDAN & GRUSKIN ATICFNLYS-Al-LAW tP MU HTINGTON 4T. MNIIBIT 13 t:(W LONDON. CONN. - • 1 t I , L ' ”, •r ,. s9, n tit •.� x tR t ie= r , ' '� t 1 a x. '�- t...:!'•I:t. }. >i.- ,►�„ r;, .•:•••.. �.1 i"`k...rtt7:1"� v 4 k '' - ' .''i!i . Yy Y fl, MAPSK &-- A&Xtlo, 041ity Slicrilts f4vi L.-;ijaij 'County V-1 i. Ledprd. Con 447T OP AY-� O� LONDONIOWN _ . ��; $��"r'��,1,/ IS A TPUE Copy. IHE ENTIRE t,CSI too WITHIN My -37 ,PUVTT rjl= � � t t F M1 n •?n �L�- � �a �� mcrz.2. 1�,,� � t %Zrz-�:1 ��G'ri.dcrjz viT' � ' �� /�Nj .. C(/n �{ •�v�, 4rJ�eu� Y-� � '�-'� / 1�en.'c7 ',�li ,�/�. c>✓�u%L1t� �t� G(/ lir �� use . -. , .. ,l +sr :! ,r , ;�ti a ,S �v<T� "°:6jrn ,+ �., .. l,i. � . ^� V Q-"' "�' _ . � v+ Caw aLLn / •tl` o �� . �r✓l".�Li�' z: -r • �" °�"� flr.��i,z��n.t' �� tvrccf 'ho�v-o��• andty 4-r- . .�,�GM.Z` D � ,� cr.L S � 0 • Q it . t{vTlrl �, ,r' • CL Pa. ze-f-t zlz� AV, ca4,4,d.- Orig. y. T, At,t COIA,'s A dcg, Dale File 443-5281 443-5035 QIZ®ss�® P. 0. BOX 33 NEW LONDON, CONN. 06320 December 17, 1975 Albert I�tortoc:�nia Supervision Greenport, N.Y. 11944' Dear Al: As per the attatched notice: on January 7, 1976, there will be a hearing conducted by the New York State Department of Environmental Conservation on (aur proposed plans to rebuild and expand our ferry slip at Orient Point. The construction work is described in the attatched notice. You have our assurance that there can be no possible detrimental irr;pact upon the environment as a result of the work that must be done. We are asking for letters of support addressed to: Mr. Daniel J. Larkin Local Tidal '.wetlands Permit Administrator Bldg. 40 State University of New York Stony Brook, N.Y. 11794 VJe realize it is an imposition to request your attendance at the hearing, but if that is impossible, a letter of support is almost as good and will be much appreciated by us. The rebuilding of the terminal at Orient Point is part of our plans to expand and improve the ferry service, and specifically, to enable the terminal to accomodate the new vessels under construction. Our ultimate goal is to serve our customers so well that all complaints are eliminated. Very truly yours, Cross Sound Ferry Services, Inc. J. Trent Lynch J Enc. JBL: ds JUDITH T. BOKEN TOWN CLERK REGISTRAR OF VITAL STATISTICS • ❑ FF _ERK D SOUTHOLD, L. L, N. Y. 11971 April 8, 1976 TELEPHONE 765-3783 Mr. Austin H. Emery, Director Nassau -Suffolk, Region 10 New York State Department of Transportation Veterans Highway Hauppauge, New York 11787 Dear Mr. Emery: At a meeting of the Southold Town Board held on April 6, 1976 a strong desire was expressed by citizens in attendance to hold a public hearing on the question of the $200,000.00 subsidy to be received by Cross Sound Ferry Line, Orient. The Southold Town Board adopted a resolution at that meeting stating their desire for this hearing, and ask that you consider such a request at your earlies convenience. You may contact my office at 16 South Street, Greenport, 477-0550 to discuss this matter. Very truly yours, Louis M. Demarest Deputy Supervisor . EL. +18.0' E L. + IG -O' - EL. + 14.0' EL. + 12.0' . MLW EL. 0.0' '" 1 O STEEL PILE SEE PI—AN) L CUT TOPS OF . TIMSER PILES. TURNS 0 96 GALV. ZE ROPE, EACH TURN APLED TO EACH PILE. rURNS 1" 95 GALV. WIRE SPE, EACH TURN STAPLED > EACH PILE. 14"95 TIMBER PILES (15 REQ'D.) TYPE i DOLPHIN BASE BID NOTE: - EXT PILES TO HAVE I:10 BATTER. - INT. PILE5.70 HAVE.. I :.20 _BATTER. . - ALL PILES TO BE DRIVE TO 20' PENETRATION. ELEVATION TYPE 1 DOLPHIN (BASE BID) DED PILES ARE SE'14" 0 STEEL l A 4'-6 5'-O C 4' -Co D .N If x12" T I M 5 E R FENDER. Mc �cx�6 TtMBC- R TO EXTEND FROM , 103/,}"¢S .500 EL. -t- 13.0' TO EL . •{- 2.0r. EL: +ICo.O O )r EL. + 14.0' LR -� o ry1K \0 103�4'�fd '00 �� O 0 �p1K t03/" ,5 0 NATE : ALL HORIZONTALS MCGx18 TO GF_ FIELD WELDED WITH FULL PENETRATION WELDS. ,PLAN VIEW (EL. + 12.0' ) CEL. +5.0') TYPE 1 DOLPHIN (ALT. A) MLW' A d C D EL.0.0 41 -GSI -O 4-'-O '14"0 ..500 STEEL -PILES (4 REQ'D) SEE PLAN) /?i[3EVEL CUT TOPS OF ALL TIMSE.R PILES. i'Z--7 TURNS I'�o GALV. WIRE. ROPE, EACH TURN STAPLED -TO EACH PILE. 12. TURNS 1'� 0 GALV. WIRE ROPE, EACH TURN STAPLED TO EACH PILE. 10 14" 0 TIMBER PILES (33 REQ'D.) MC Gxl 2" SPACE BETWEEN 'ELEVATION W8xz+ TIMBERS `(TYP.) ' I 'TYPE 2 DOLPHIN (BASE BID) ; I I -PLAN- V-IEV (EL. +8.51) TYPE 1 DOLPHIN (ALT. A) - BEVEL - EDGES 12" x 12" TIM(3ER GO' --AND . WELD EL. + 13.0 T I03��� EL. + 12.0 iPLAN. VIEW (sECTAA) I23/4QS 3/4���$ SOLT @ 14" o.c: (TYP.) TYPICAL PILE. (sF-C ,.r�:B) :TYPE 1 . DOLPHIN (BASE BID) - ` . SPLICE;-F�ICGxisx(o'-o -LONG (-SECT A -A) j MC.7x 22.7 YSEC.T, B-13) A 4 C 4'-G L71Z EL..+ 8.51 t TOP OF PILE W8 x24 MCGxl8 - (SECT. A -A) w l O x 33 SECT A -A 103/4NQS 10 103/40 103/4�i0 103/495 103/4°�S CS ECT. [3'[3) " cX Q• EL.+12.0 TYP �� CUT BOLT HOLES AND SHOP WELD NUTS INSIDE W8 CHANNELS FOR FIELD EL.+8.5' INSTALLATION OF BOLTS. EL. + 5.0' 3" 10 /4"QS 10 3/4"0 10 3/4n� 10''/4 "� 10 3/4 � 0 10� EL. +S.O' - (SECT,. A -A) MrrxI6 i23/4' - 1Q(SECT. 9.8) (SECT.A� 0 MC7 x 22.O O 6 E . +� SECTLL20 0p p C4 In 4 to 4 N 4? N N In N MLW E.L. 0.0' _ _ — - NOTE: TIMBEFZ PIECES TO SE SHOP MUDLINE EL. -20.0' DRILLED,' FITTED, AND MARKED (APPROX.-VARIES) _ PRIOR TO FIELD INSTALLATION. 0 3 SECTION A—A z O -J J, 0 r I � TYPE 1 DOLPHIN (ALT. A) I I I PILE PENETRATIONS_..FOR TYPE 1 DOLPHIN, ALT. � 30' FOR THE DOLPHINS CL05EST TO SHORE (*I *5) 35' FOR THE DOLPHIN FARTHEST FROM SHORE (*2) l LEV.-R•OW .1- ELEV.—ROW D SECTION B -B TYE 1 DOLPHIN (ALT. A) TYPE 2 DOLPHIN (ALT.. A) SHADED PILES ARE ` / TO BE 14" QS STEEL i ,1 \ TYPE ..2 .DOLPHIN BASE BID OTE: -EXT PILES TO HAVE 1:10 SATTER. 2ND INT. LAYER TO HAVE is 15 BATTER. 15T Nr- T: LAYER TO HAVE_ 1:30 SATTER. -ALL PILES TO SE DRIVEN PLAN_ VIEW - TO 20' PENETRATION :TYPE 2 DOLPRI& (BASE BID) EL. +15.0' EL. +I 2.0! _ 123/4 0 123/"0 — WIO WIO EL. +8.5' —'- 12 /4 0 123/0 F EL. +5.0' 0.0� — — 0 MUDLINE EL. -25.0' (APPROX.-VARIES) i G / Q F New Y Jk iso J. :Q .0 ELEVATION y o � 4t: TYPE 2 DOLPHIN (ALT. 'A) �`�°4,"JF NO.OFESSI N���\ r - L �a 'P L A N \f_f V) l' (EL..+12.0') N 2" C LR. BETWEEN 71 SERS (TYR) NOTE: ALL HORIZONTALS TO BE FIELD WELDED WITH FULL PENETRATION WELDS. - k PLAN VIEW (EL.t8.5') ti 12-%+" 0 .500 (TYR ) ,PLAN VIEW TYPE 2 DOLPHIN (ALT. A) IV 12"xl2" TIMBER FI=NDER. TIMBER TO EXTEND FROM :EL. + i3.0' TO E L. + �O \N / / Q F New Y Jk iso J. :Q .0 ELEVATION y o � 4t: TYPE 2 DOLPHIN (ALT. 'A) �`�°4,"JF NO.OFESSI N���\ r - L �a 'P L A N \f_f V) l' (EL..+12.0') N 2" C LR. BETWEEN 71 SERS (TYR) NOTE: ALL HORIZONTALS TO BE FIELD WELDED WITH FULL PENETRATION WELDS. - k PLAN VIEW (EL.t8.5') ti 12-%+" 0 .500 (TYR ) ,PLAN VIEW TYPE 2 DOLPHIN (ALT. A) IV 12"xl2" TIMBER FI=NDER. TIMBER TO EXTEND FROM :EL. + i3.0' TO E L. + 0 • - 50'- 0 I ! r r ! I A - EXISTING TO REMAIN RAMP gl.7ERED r! BY OWNER NOTE: CONTRACTOR TO REMOff/E ALL ExiSTING DOLPHINS EXCI✓PT DOL.PH iN S A ,E. CA ONLY UNDER ALTERNATE [SIDS B t C.) 150'- p NEW i yPE 1 --_�-�\ C- DEMOLISH -EXISTING TO REMAIN 1 • 0� i I _ F - DEMOLISH I ! r �'"�`,G -DEMOLISH BULKHEAD t i WALL NEW 7YPE 1 NEW TYPE 1 DOLPHIN UNDER ALTERNATE BIDS B � C H - DEMOLISH 7o'- p E - EY [STING TMAIN _ _ .3 RE�` I DEMOLISH 801-(D E---- �-- NEW TyPF- 1 NOTE: FINAL DOLPHIN L OCAT/ONS TO 13E APPROVED La y o wvER pRIOR TO START OF CONSTRUCTION, tVSW TYPE 2 Ak SEE. BFECIvl'-l` .TfGNS PAGE E -IC NS -TALL 1=0G HORN AND LIG H -Ta UF,FLIED F -•Y jWNEfZ IMPROVEMENTS FOR CROSS SOUND FERRY SERVICES. INC ORIENT, N.Y. • .t� aF NE�,�\ O ? " •ri / '�" 'REVISED SITE PLA N- c'� BESIERCONSULTING ENGINEERS INC. DATE E � - 2Q-�� 1 BBL 130 ELM STREET -�S.2.. 1 UIRIN OLD SAYBROOK CONN. 06475 SCALE 1:20 10 SHADED .PILES' AF,' ' ' ro SS' 14` O' ST EE .• . . 17 .5 Y 3o 28 0 BASE BID 1 1 _ OTE : EXT. PILES TO'HAVE , ''• -- I=10 BATTER, IND INT. LAYER TO H 1115 .BATT ER. 1sT INT. LdYEi'Z'TO' HI 1130 RATTER. ' • ' ' . -ALL PILES TO (3E DI .p LA N ' .1�1, 'W" TO 2.0' P t N E1' RAT.l • ' - '�� �"i' fir" I— n !'� r'1 I^�' •I I� �� '""l � V_ I"'� '1�1 .� �.. � � • � � �� • , , , r' 1 r '1 I I,i �M�1 111 I • 1 ,I I r r, M 1 ' � 1 1 , 1 ' 1 61 . � � , ' sHaO'Eo •P 5' A � 1 �. TO 5E' 14STEEti, 1 , • N .32 14 13 3t 3o Zg 28 I I TYf?E 2 O'OLPHIf� � '' ♦ BA%sa BID 1 , OT E s -EXT. PILES TO'HAVE 1110 3aTTEP..' i 1No INTI LAYER TO H { , 11.15 ,3ATT F.R. •• 1sT INT'. LAYER•Tb')4' ► i •..• ' 1130 BATTER. ' al.L PILES TO QE O) ' •,1 , , '.' , ' IP L'A•N „ Y , C VV ' �' .' ,r TO 201 P t N E'PRAT.I ,.;.,�;�•, •til ti ,.., i • - a •t ✓..� � • r1• •may • • w ;:TYPE-.DO-L'PH1N CBASE B"I, -T_yp E -1- -DOL FH t'N = • _ _ - to - ----s BASE . 810 NOTE: ti - EXT• PILES TO HAVE- j¢ _t3 t2- 1: 10- 1:10_ BATTE2 INT. PILES`T0 HAVE 1:-2-6 BATTER. = -- ALL PILES TO BE_ DRtV EN' r ' - - = To 20' PFNI=TRAMON. - PAN_ V I E1N --= - - -� :TYPE_ T_. DOLPHIN-IBASE B ?\ •t O��: � F"cA-n OO :S _1C TC _•N _ _.. _. _- ---- . • -_ -_� -;T' •Y P E • �'-�_.. _D-O L•P H 1 N� ` g.�• •_�___--- C ASE B-1 D, AD TY. -P E.• T `DOL PH r": BASE. 810 _ NOTE: EXT. PILES TO HAVE- 1: 10. AVE- 1:10. BATTER_ _ INT. PILES TO HAVE -• 1 :2c BATTER. _ _ - ALL PILES To BE -DRIVE To 20' PENETRATION. _ :-P L-A N - V l ' E W - - • - �~ :TYPE_1.DOLPH•IN.(BASE Bli "� t Or- ­_T F�cw� or.) S_K�re)+ BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 30�1 1 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY —�— CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not'used) Date Driven/!o �9S ...... Type and Size of Pile.....le_l"56 6...S�:X`.!.'�r............................................. ................................... (if Wood, vi" species) Time Pile No. �^- p ... Design load ................................................ ..........�.1 ....0 ...................... Project County ContractNo............................................................... Bridge No. or Name.............................................................. S. H. No. P. S. C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ....................................•---......-•---................---................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths ........................ Total Length Placed in Leads ....... ............... Cut-off Elevation = �, Location in StructurepG�d.S/ir/ /t% �— .........�... o......... .................................. o........ ---- Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of I Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point s Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-11 61--62 13-14 62- 63 15-16 63- 64 64- 65 E3- 16-17 65- 66 17-18 66- 67 115-116 18-19 67- 68 116-117 19-•20 68- 69 117.118 71 69- 70 118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 2 25-26 74- 73 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 1 83- 84 132-133 133-134 16-37 R5- 86 134-135 37-38 86-• 87 135-136 39-40 8- 8 137-138 40-41-4 9- 90 138-139 41-42 0- 91 rS92 139-140 42-43 1- 92 140-141 43-44 : -- 93 141-142 24- 94 142-143 45-46 94- 95 143-144 46-47 95• 96 144-145 47-48 96- 97 145-146 48-49 b 97- 98 1 146-147 ' 49-50 Alle 98- 99 147.148 50-51 99-100 148-149 51-52 i 100-101 14 -1 0 52-53 101-102 53-54 102-103 Length Drivsrr in Ground ....... ��.................�......................... Pile Tip Elevation............................... ............. No. of blows lost 6" ' Lost 3" Lost 2" Lost 1" Remarks: ....................................................................................................................................................................... 0= Ground at time of driving.......................................................... Engineer in Charge WOODArD o e RESIDENT [N\ '?!�kD ASSOCIATES, P. C Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 0- 2 DEPARTMENT OF TRANSPORTATION 54- 55 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 2- 4 ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD 104-105 (Strike out the one not used) Dote Driven.....l..../�.-. 11 Type and Size of Pile...........1y ............. ......... ... ....... (If wear, elre species) Time..........C....... ......................... Pile No.............................................. Design Load ................................. Project........................................................... ................................................ County......................................... Contract No. .............................................................. Bridge No. or Name S. H. No. ...................................... P. S.C.Case No. Railroad ................................................................................ Make, Type and Number of Hammer 59ff Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .... 5.��.......... Cut-off Elevation = /6_ .............................................. Location in Structure �oL�iS�icJ iCfo ; ............ .................... ... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Sttokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- g 57- 58 106-407 B-10 1 58- 59 107-108 10-11 59ff 108-109 11-12 60 109-110 _13 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 1 - 114-115 17- 18 17- 66- 67 115-116 19-19 67- 68 116-117 19-20 68- 69 117-118 70-71 k 69- 70. 119-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 1 123-124 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 1 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 RI. R2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-36 86.. 87 135-136 i 39-40 88-89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 : 92-.93 141-142 4A-4156 142-143 45-46 94- 95 143-144 46-47 -W 95- % 144-145 47-48 3le 96- 97 145-146 48-49 d 97- 98 146-147 49-50 Q 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-130 52-53 101-102 53-54 102-103 Length Driven in Ground ......................................................» Pile Tip Elevation............................................ No. of blows last 6".......................... Last 3". ....................... Lost 2" ....................». Lost 1"... .............. Remarks: ` ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving ............................................................. En ineer in Charge WO oBAr,D P e ENT IN, '„r�hD 5,SSGCIP.TES, P. C_ BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRA DEPARTMENT OF TRANSPORTATION PIN 0950 * 31 9 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------�— CONTRACTOR: GEO. W. ROGERS CORP. TEST_ . OR RECORDED PILE DRIVING RECORD (Strike out the one not yrsed) Date Driven �7l^�6 '8-s.......... Type and Size of Pile /y" ^9 ......................... ..........................i....................................................... (if we", eiw spseies) Time= ................................................ Pile No.d ............................................. Design Loo ................................. Project County ............................................................................................................................................ Contract No. Bridge No. or Name .................................................................................................................... S. H. No. P. S.C. Case No. Railroad ................................. Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ 2 i Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........fir............... Cut-off Elevation`.. Location in Structure v ' �- ......................................................... .................. h;�......s ... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0_ 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 _ 110-111 13-14 62- 63 111-1 2 15-16 63- 64 64- 63 117.114 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 116-117 19-20 117-118 r67- 21-22 119-120 22-2 120-121 2 -24 1 72- 73 1 121-122 122-123 25-26 1 1 74- 75 123-124 26-27 75- 76 124-125 27_28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33130-131 33-34 82- 83 131-132 34-35 83- 84 1 132-133 133-134 134-135 37-38 86-• 87 135-136 R7, RA 116-117i 3R-39 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 IVY 1 91- 92 140-141 43-44 6 92--93 141-142 142-143 45-46 Jrd 94- 95 143-144 46-47 j% 95- % 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground e?.S * ...» Pile Tip Elevation .... No. of blows last 6" Last 3" Last 2" Lost 1" .......................... ....................... ....................». .. .............. Remarks: ...................................................................................................................................................... C. • 0= Ground at time of driving ....................................................................... ..........�- ..... En Meer in Charge L WOO$Ar:D 0 DENT EN: ' `.i►ARD aSSG`IP.TES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0750 a 31 a 301 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST_ . OR RECORDED PILE DRIVING RECORD (Strike out the one notwsed) Date Driven.........................................�f'6?5Type and Size of Pile......�'V " � 0. ,.E: ... ......... .... ........ (If Wee4, eiw aMei•s1 Time................................................ Pile No........c-.�.�...................... Design Load ................................. Project........................................................................................................... County......................................... Contract No. Bridge No. or Nome ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S.A. ............�......... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads^............. Cut-off Elevation Location in Structure <%L�d/f�i�(% .................................................... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 656- 57 105-106 6- 8 A 57-'58 106-407 8-10 58- 59 107-108 10-11 V11 1 59-• 60 108-109 11-12 14 60- 61 109-110 _13 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 .113-114 16-17 65- 66 1 - 114-115 17-18 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70. 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 F 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 Al. R2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 Ai- R6 134-135 37-38 86- 87 135-136 i 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-93 141-142 93- 94 142-143 44-45 45-46 94- 95 143-144 46-47 / 6 95- 96 144-145 47-48 6 96- 97 145-146 48-49 97- 98 146-147 49-50 98-99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground ....... -7 ............................................ Pile Tip Elevation .................. ................ ..._...... No. of blows last 6".......................... Lost 3". ....................... Last 2" ....................... Lost I" ................ Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving c ......-........` `•`•.........-.... Engineer in Charge UUNIM1 WOODArD 0 e PRESIDENT Et\; `.VRD ASSG',IATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRAC DEPARTMENT OF TRANSPORTATION PIN 0950. 31 • 301 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY -- CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not 'IV Date Drivenl ..... :�................ Type and Size of Pie........�y �.. ..9..�...................................... i. • (If Wood, 0" species) Time.......��.....I...`�...................... Pile No...........:s... .................... Design Load ................................. Project........................................................................................................... County......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. ...................•• P.S.C. Case No. ••.••••••••••.•._•••• Railroad ................. ........................................................... Make, Type and Number of Hammer ........................................................... ............................................................ Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel .......... Rated Strokes per Minute, S.A. .................. Ordered or Estimated Lengths ..................................................... Total Length Placed in Leads ...... -.�......... Cut-off Elevation= / Q Location in Structure .l%Uc Diy!i C/ � ; ,i „ Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of I Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- C. 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 110-111 13-14 62- 63 1 111-112 15-16 63- 64 .117- 64- 65 1 lit 113-114 16-17 S 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69' 117-118 69. 70 21-22 70-21 119-120 22-2 71- 72 120-121 -24 72- 73 121-122 74-75 74- 74 2 25-26 74- 75 123-124 124-125 27-28 76- 77 1 125-126 28-29 77- 78 1 126-127 29-30 78- 79 127-128 0-31 79. 80 128-129 31-32 8o- 81 129-130 32-33130-131 33-34 82- 81 131-132 34-35 83- 84 132-133 35 - 3is 114- R5 133-134 16-117 85- 86 14-15 37-38 86-• 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139.140 42-43 91- 92 140-141 43-44 92-- 93' 141-142 142-143 45-46 94- 95 143-144 46-47 95. 96 144-145 47-48 d 96- 97 145-146 48-49 s a 97- 98 146-147 49-50 O 98- 99 147-148 30-51 99-100 148-149 51-52 100- 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground ........r..G7.. 1............*' ........................ Pile Tip Elevation.............................................. . No. of blows lost 6" Lost 3" Lost 2" Lost 1• . .......................... ............................. ....................-.. ..................... Remarks: .......................................................................................................................................................... ....................................................................................................................................................................... • 0= Ground at time of driving...„�,,,i .��. .�1. ' - �En inrin Charge L 1NOOaaeARD RESIDENT EN `�%F7NRti AS�GCIATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION pIN 0950 * 31 * 301 ORIENT POINT FERRY DESIGN AND CONSTRUCTION DIVISION ----�— CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 44►/lo ar Type and Size of Pile 1' � cv'f ..... ............................ .......................................... .... ........ (if Wool, give species) Time..........�� Qom ....................... Pile No..............................................-5--40Design Load ....................:............ Project........................................................................................................... County......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P.S.C. Case No...................................... Railroad (road ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel......................:......................................... Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...... ... ....'....... Cut-off Elevation = /_'jQ Location in Structure .7v[Piyili Za � -5� Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes 11 Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 jJ 54- 55 103-104 2- 4 11 55- 56 104-105 4- F 11 56- 57 105-106 6- 8 57- 58 106-407 B-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 V1 60- 61 109-110 _13 )-. 62 110-111 13-14 62- 63 111-112 IA. 15 15-16 63- 64 64- 65 113-114 16-17 1 65- 66 114-115 Nt 66- 67 115-116 67- 68 116-117 19-20 68- 69 117-118 71 69- 70. 119-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33 ` 33-34 82- 83 131-132 34-35 83- 84 132-133 35-36 R4- R5 133-134 134-135 37-38 86- 87 135-136 3R.,49 97- RR 144-1317 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 ti 91- 92 140-141 43-44 7 92-93 141-142 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground `..�Pile Tip Elevation ...... ...........................» .......................................... No. of blows lost 6" Lost 3" Lost 2" Lost 1" .......................... ............................. ....................». .................... Remarks: - ........................................................................................................................................................... ....................................................................................................................................................................... 0= Ground at time of driving ............................................................. En inner in Charge VLT�mf VYOOaArD P %PESIDENT IN `;;rCKD �,SSG�:IATES, P. C- Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 9 31 • 301 0- 2 DEPARTMENT OF TRANSPORTATION ORIENT POINT FERRY 54- 55 DESIGN AND CONSTRUCTION DIVISION 2- 4 -------�— CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD 104-105 (Strike out the one not used) Date Driven <f-/�T �. T and Size of Pile �y Type ........../......s....................................................... . ............... (If Wood, Or" species) Time.......... Pile No.............................................. Design Load ...../...�..................... ................................. r . Project County Contract No. Bridge No. or Name S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 11-12 Measured Stroke, S. A. ...................... ............................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........................ Cut-off Elevation= Q. Location in Structure ...... .. ........ . Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point a Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103.104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57-'58 106-107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 110-111 13-14 62- 63 1 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 - 66- 67 115-116 18-19 67- 68 116-117 19-20 68- 69 117-118 69- 70.118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 1 74- 75 123-124 124-125 27-28 76- 77 1 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33130-131 33-34 14 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86-- 87 1 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 AA -45 93- 94 142-143 45-46 94- 95 143-144 46-47 '15-0 95- % 144-145 47-48 D 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length D►iverr in Ground .....»:zl.......................�......................... Pile Tip Elevation............................................ No. of blows lost 6"Lost 3" .......................... ....................... Lost 2" ....................... Loft 1" -. ............... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving c ....... ...... Engineerwo ginee' Charge %RESIDENT INC ;�SSUSIATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950.31 •301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FSRRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one notxtsed) Date Driven B'S— Type and Size of Pile 15i ........ ................ t................. ...................................... (If we", es.." species) Time ........... :.-?�..................... Pile No. .....ti�:.3......................... Design Load ................................. Project........................................................................................................... County......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S.C. Case No...................... Railroad ........................................................... Make, Type and Number of Hammer ........................................................................... Moosured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel.................................:............I.................. Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... ... ............ Cut-off Elevation = . �!: Q .. Location in Structure .. . .. .... ..... ..... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point " ( Foot per Minute Depth of Blows per Recorded Strokes Point " Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 13 57- 58 106-407 B-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 1 61-- 62 110-111 13-14 62- 63 111.112 15-16 Tk 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19-.20 68- 69 117-118 70- 71 69- 70 ,119-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 2 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 91- A2 130-131 33-34 82- 83 131-132 34-35 83- 84 1 132-133 35-36 R4- R5 133-134 134-135 37-•38 86— 87 135-136 311-39 87- OR 116- 137 39-40 88- 89 137-138 40-41 89- 90 1 138-139 41-42 90- 91 1 139-140 42-43 91- 92 140-141 43-44 92-93 141-142 AA -415 93- 94 142-143 45-46// 94- 95 143-144 46-47 6 95- 96 144-145 47-48 96- 97 145-146 48-49 1 97- 98 146-147 49-50 SU 98- 99 147-148 50-51 6 99-100 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driver► in Ground Ze s Pile Tip Elevation .......................................................-------------------- =--------------- - --- --- No. of blows lost 6" Lost 3" ............................. Lost i" ....................�. Last 1" Remarks: ..................................................................................................................................... ....................................................................................................................................................................... Lf�crJ!k ' 0= Ground of time of driving ............................................................. En ineer in Charge WOE;M�D 0 ?.ESIDENT EN; '�V�CR[i a.S500ATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile //j/ " W co!}� ............................. ................ ........................................... ....... ....... (if Wood, give sp.6-) Time2. 3p•••••••••••••••..•••... Pile No. ,s=�� Design Load ............. Project County .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ........•..........•... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... ....... Cut-off Elevation = /�; O Location in Structure �•e�p/s�� S�•_,/�f o „� ..................................... ............ .... .... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11_17 i:)-io 16-17 17-18 18-19 19--20 21-22 22-23 14-1) 25-26 96-77 27-28 28-29 29-30 30-31 31-32 32-33 33-34 2A_ AC J7_1V 40-41 41-42 42-43 43-44 44-d5 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of Blows per Recorded Strokes Point • Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 G1-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70- 71 71- 72 ]I- /4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- 82 82- 83 83- 84 03- ou 86-- 87 87- RR 88- 89 89- 90 90- 91 91- 92 92-- 93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106-407 107-108 108-109 109-110 110-111 111- 112 117. 1 1A 113- 114 114- 11 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122- 12 123-124 124-125 125-126 126-127 127-128 128-129 129-130 10-11 131-132 132- 133 133-134 134- 135 135-136 116-117 137-138 138-139 139- 140 140- 141 141- 142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 1Ao_IKn Length Driverr in Ground a� Pile Tipon Elevati .............................•................. .............................................. No. of blows lost 6" Last 3" Last 2" Lost I" . ......................... ............................. ....................... .................... Remarks: .................................................................................................................................................. •.................... * 0= Ground at time of driving ............................................................. �p�. Engineer in Charge �hDA`�r.�i rT o �nb ES ✓EN L'.. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950. 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven / '�S �� Type and Size of Pile 0 STYE L ......................................... .......................... '6. .......................................... .... ........ (If Wood, s:w species) Time (Qi .�� Pilo No. .... Design Load Project........................................................................................................... County. ........................................ Contract No.Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S.C. Case No...............:...................... Railroad........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel ............................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....49.3............ Cut-off Elevation = ....... /�..�.................................. Location in Structure .....,.....! ev... ...... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • ( Blows per I Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 ( 54- 55 103.104 2- 4 55- 56 104.105 4- 6 56- 57 JC7 105-106 6_ 8 57- 58 70 106--107 8-10 1 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 110-111 13-14 x 62- 63 111-112 IA. 15 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 67- 68 116-117 19--20 8- 69 -9 6• 70118-119 1�1�- 21-22 70- .71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 24-25 74- 74 122-123 25_26 1 74- 75 123-124 75- 76 124-125 27-28 76- 77 121-126 28-29 77- 78 126-127 29.30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 At- A2 130-131 33-34 82- 83 131-132 : 34-35 83- 84 132-133 35.36 R4- R5 133-114 16.17 85- 86 134-135 37-38 86-- 87 135.136 3R. 19 87- RA 136-237 88- 89 137- 1 8 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 1 91- 92 140-141 43-44 92--93 141-142A 44-45 93- 94 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 145-146 48-49 .SD 97- 96 146-147 49.50 S Z' 98- 99 147-148 50-51 99-100 146-149 S 100-10 52-53 101-102 33-54 102-103 Length Driven, in Ground........'...............�'........................ Pile Tip Elevation............................................... . No. of blows lost 6".......................... Lost 3". ....................... Lost 7' ....................... Lost 1'... .............. Remarks: ................................................................................................................................ ...................... •0= Lound at.time of driving .......:..........................c................................. ....:��..**.****­.­ Engineer . . En ineer in Charge d C WOODArD c e RESIDENT _EK` `.`,?•'-CRD ASSG`IATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRA DEPARTMENT OF TRANSPORTATION PIN 0950,6 31 • 30�1/ DESIGN AND CONSTRUCTION DIVISION ORIENT POINT f:R21 ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not -used) Date Driven �/ �8�..... Type and Size of Pile &rf'r.. Time .........�.�Q..................... Pile No..........s.7.. �..r................ Design Load ................................. Project........................................................................................................... County..* ....................................... Contract No. Bridge No. or Name ....................................................................................................................... S. H. No....................................... P. S.C. Case No ....................................... Railroad........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel.................................:.............................. Rated Strokes per Minute, S.A. ..................;.... Ordered or Estimated Lengths .................... Total Length Placed in Leads .......// Cut-off Elevation = le Location in Structure Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute 11 Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105- 106 6- 8 til 57-'58 106-407 8-10 Iz 1 58- 39 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 61-- 62 110.111 _ 62- 63 111-112 15-14 15-16 63- 64 64- 65 11 113-114 16-17 65- 66 114-115 17-18 66- 67 115.116 18-19 Ilk 67- 68 116-117 19--20 68- 69 117-118 69. 70 119-119 22 2 R_22 70- 71 71- 72 119-120 120-121 24 72- 73 121-122 25.26 74- 75 1 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126.127 29.30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 33-34 82- 83 131-132 4- 83- 84 132-133 134-135 37-38 86- 87 135-136 An. Ao 87- AR 146-117 59-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 41-142 AA -45 94- 94 142-143 45-46 94- 95 1 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Orivsr► in Csrouad................................................... Pile Tip Elevation.............................................. No. of blows lost 6" Lost 3" Lost 2" Lost 1" .......................... ............................. ....................». ..................... Remarks:.................... ................................................................ ...................... ..........................................................................., c •0= Ground of time of driving ........................................................................................... LCJ... En inee► in Charge WOMArD o %RESIDENT EK "\17 0 : SSGCIAIES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT F:'Z2Y ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Dote DrivenType and Size of Pile er p•9� of We•d, $ive sp cies) Time ZA0. � .......... Pile No .............................................. Design Load ................................. ProjectCounty .................................................................................................................................................... Contract No............................................................... Bridge No. or Name .............................................................. S. H. No. .... P. S.C. Case No ....................................... Railroad ............................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....... ...:/.... Cut-off Elevation = ............ f .t............ .................... Location in Structure r�Lt ..... ....... uy- uu 120-121 /va v ............... Depth of Blows per Point • Foot Recorded Strokes per Minute Depth of Point • Blows per Recorded Strokes I Depth of I Foot per Minute Point • Blows per Foot Recorded Strokes per Minute 0- 2 25.26 54- 55 103-104 123-124 26-27 2- 4 75- 76 55- 56 104-105 76- 77 4- 6 28-29 56- 57 105-106 126-127 29-30 6- 8 78- 79 57- 58 106--107 79- 80 8-10 31-32 58- 59 107-108 129-130 32-33 10-11 Rl - R2 59-• 60 108-109 1 82- 83 11-12 34-35 60- 61 PEI 109-110 132-133 12-11 RA- 95 61- 110-111 13-14 37-38 62- 63 111-112 135-136 15-16 87- SS 63- 64 64- 65 113-114 gg- 89 16-17 40-41 65- 66114-115 89- 90 138-139 41-42 17-18 90- 91 66- 67 115-116 91- 92 140-141 43-44 67- 68 116-117 141-142 44-45 19--20 93- 94 68- 69 117-118 94- 95 __ _. 46-47 69.70 118-119 144-145 47-48 21-22 22-23 V J. 70- 71 71- 72 uy- uu 120-121 23-24 72- 73 121-122 122-123 25.26 74- 75 123-124 26-27 75- 76 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 Rl - R2 130-131 33-34 1 82- 83 131-132 34-35 1 83- 84 132-133 RA- 95 133-134 134-135 37-38 86- 87 135-136 87- SS 147 3R_3Q 39-40 gg- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 94 142-143 94- 95 143-144 46-47 95- % 144-145 47-48 96. 97 145.146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 . Q ' 102-103 Length Driverr in GroundPile Tip Elevation ' ........ ......................�....................................................................... No. of blows last 6" Lost 3" Lost T Lost l" " _ .......................... ....,........................ ....................... .................... Remarks:.......................................................................................................................................................... .............................................................................................................................. ... • 0= Ground at time of driving.........../(n..................... �En trreer in Charge ���� L •WOODArD P e %RESIDENT EN ',\17 0 ASSOCIATES, P. C. DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION PIN 0950 31 031 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR, GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not' sod) Date Driven �� :�� Type and Size of Pile e/9� �7 ..... A............iiiwued,oiw.MCi..j....................................... Time 4Z. V Pile No. 15"o- T ............... Design Load................................. Project...................................... County Contract No. Bridge No. or Name ............................................................................................................ S. H. No. P. S.C. Case No. Railroad ...........................................................................:.......................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S.A...................................................................... Rated Strokes per Minute, D.A. ........................ Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. .......``.............. Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .....1.11 ........ Cut-off Elevation = s o Location in Structures . ' Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of( Blows per Recorded Strokes I Point • Foot per Minute i Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 1 103-104 2- 4 55- 56 1 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 _ 61--62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 1 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 19-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33130-131 33-34 82- 83 131-132 34- 5 83- 84 132-133 133-134 134-135 37-38 86- 87 135-136 -4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 94 142-143 45-46 4118 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 1 145-146 48-49 97- 98 1 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground .......................... ......................... Pile Tip Elevation.............................................. No. of blows last 6" Lost 3" Lost 2" Lost 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ......................................................................................................................... .... • 0= Ground of time of driving .. ,...... En9 'es . Cborge 6ALl' wOOaAr,D c c. kESIDENT [N,- `,V�RD 'SSVI�IP.TES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 9 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR. GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD p (Strike out the one not "used) /' Date Driven �� �p _ Type and Size of Pile /7 ................. .................iii w�i,.................................................. Time ........./�.•. �"5�.............. Pile No.....� /40...................... Design Load ................................. 1 ........................ County Project ................................................................................... ty......................................... Contract No. Bridge No. or Name .................................................................................................. S. H. No ....................................... P. S.C. Case No ................I...................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel ............................................................ Rated Strokes per Minute, S.A. ..................... Ordered or Estimated Lengths ............... Total Length Placed in Leads .......5 Cut-off Elevation= l4.� 0 Location in Structuref%. .;110 � ........................ Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 6 54- 55 103-104 2- 4 55- 56 104-105 4. 6 56- 57 105-106 6- 8 0 1 57- 58 106-407 58- 59 107-108 59-• 60 108-109 Z-1 60- 61 109-110 61-- 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 117-114 113-114 16-17 65- 66 114-115 17-18 IL 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 124-12 27_28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 8o- 81 129-130 32-33130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86- 87 135-136 38-39 R7- 98 147 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 O 91- 92 140-141 43-44 Z 92--93 141-142 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 F48-47-48 96- 97 145-146 49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100- 149-130 52-53 101-102 53-54 102-1031 0 . • _ Length Driverr in Ground....... ............... d ► Pile Tip Elevation .............................................................................. No. of blows last 6" Last 3" Lost 2" Last l" .......................... ............................. .................... Remarks: ...................................................:...................................................................................................... ......................................................................................................................................................... •0= Ground at time of driving ............................................................. En ineer in Charge �MC WOODAr;D P RESIDENT En: "'v7W5 ,SSGJP.TES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ----�— CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one noteused) Date Driven Type and Size of Pile !? � ..... ........................... ............ ...... .............................................. (If Weed, give species) t Time ................. Pile No. Design Load ......... ....f.................................................... Project............................................................. County Contract No. Bridge No. or Name S. H. No ....................................... P. S.C. Case No...................... Railroad' ........................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel.................................:.............................. Rated Strokes per Minute, S.A. ...............�...... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... Z......... Cut-off Elevation = /(//.. 0 Location in Structure J,Q r�/,��� 17 ....................................................... ..... r... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • I Blows per Recorded Strokes I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1I 54- 55 SD 103-104 2- 4 55- 56 d 104-105 4- 6 56- 57 105-106 6- 8 57_ 58 106-407 B-10 58- 59 107-108 10-11 Q 59-• 60 108-109 11-12 60- 61 109-110 12-13 61-• 110-111 13-14 62- 63 111-112 15.16 63- 64 64- 65 113-114 16-17 65- 66 114-115 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69 • 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 1 33-34 82- 83 131-132 34-35 83- 84 132-133 35-36 RA- R5 133-134 AIS -17 85- 86 134-135 37-38 86- 87 135-136 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 94- 94 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-130 52-53 101-102 53-54 102-103 Length Driverr in Groupd ........t erl........................................ Pile Tip Elevation.............................................. No. of blows last 6" Lost 3" Last 2" Last 1" .......................... ............................. .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... c • 0= Ground at time of driving / .... !`:' �........�. . • �Engineer in Charge �L YVOOS3Ar iD P e RESIDENT [N\! rW6 kSSG'_IATES, P. C. DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 301 DEPARTMENT OF TRANSPORTATION �/ DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERR 1 ---------- CONTRACTOR[ GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike.out the one not used) L, Date Driven...;L`.' S�! ........ Typ- and Size of Pile...... ... 7............ ....................................... (If Wood, vivo species) Time �. / D Pile No. � i►.7......................... Design Load ......... ,............................. Project ........................................ County. ........................................................................................................... Contract No. Bridge No. or Name ........................................................................................................................... S. H. No ....................................... r. zi. L. Lose Ivo...................................... ^,••.."•'........................................... Make, Type and Number of Hammer . ........................... ........................................................................................ Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ....................... Ordered or Estimated Lengths ................................................. Total Length Placed in Leads ....... Cut-off Elevation = A!; • Q Location in Structure:5- �i �/i�/� .............. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Slogs per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 ( 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 61--62110-111 _ 62- 63 111-112 15-16 63- 64 64- 65 1 113-114 16-17 65- 66 114-115 18 66- 67 115- 116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 1A.75 74- 74 .122-123 25-26 74- 75 123-124 124-125 27-28 76- 77 125-126 28-29 14 77- 78 126-127 29-30 78- 79 127-128 30- 1 79- 80 128-129 31-32 80- 81 129-130 32-33 Ri. R2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 1 43-134 _ 134-135 37-38 86- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 4 -44 92--93 141-142 93- 94 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-1501 52-33 101-102 53-54 102-103 or Length Driverr in Ground 2 ,......« Pile Tip Elevation ................................�......................................................----.... No. of blows last 6".......................... Lost 3". ....................... Lost 2" ....................... Lost 1" .................... Remarks: .................................................................................................................. ....... • 0= Ground at time of driving �w;L ' ''..............................dam/ .•.••.. ... . Enyineer in 6711'•.WOMAf;D 0 PESIDENT EN; r kD :,SSOCIATES, P. C DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 301 DEPARTMENT OF TRANSPORTATION i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT F.RZY —"---- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not "Used) Date Driven i+ / .: Type and Size of Pile /y ... lx--. &. .................iii wee, vi- ,p cles)....................................... Time 2 . �5- Pile No. S_x Design Load ................................................................�.................... ............................ Project ..................................................... County. .............................................................................................. Contract No. ..................................... Bridge No. or Name ....................................................................................... S. H. No.P.S.C. Case No. •,-••-•-,-,-••„-,.-, Railroad ...................................... ........................................................... Make, Type and Number of Hammer...............................:......................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads/ .....I.S, .. Cut-off Elevation Location in Structure �*� ,) Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2-55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 61-• 62 110-111 _ 62- 63 111-112 13-14 I5-16 63- 64 64- 65 111-114 .113-114 16-17 65- 66 1 - 114-115 17- 18 17- 66- 67 115-116 67- 68 116-117 19-20 68- 69 117.116 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80-81 129-130 32-33 fli- 97 130-131 33-34 82- 83 131-132 4-35 83- 84 132-133 RA- A5 133-134 134- 135 t37-38 86- 87 135-136 49 3R- 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 93- 94 142-143 44-45 45-46 94- 95 143-144 46-47 95- 96 1 144-145 47-48 96- 97 145-146 48-49 d 97. 98 146-147 49-50 2 98- 99 147-148 50-51 X2 ZAQ 99-100 148-149 51-52 100-101 149-130 52-5301-102 1 53-54 102-103 Length Driverr in Groupd ....... .............................................. Pile Tip Elevation ..................... ............... .-........ No. of blows lost 6” Lost 3" Lost 2" Lost l" .......................... ............................. ....................... .................... Remarks: ...................................................................................................................................................... .....i .......................... �....................................i�t:�.. , ..........- 0= Ground of time of driving .............. L M�ineerA .rCharge WOn0 c. %itE51DENT EN, ' rCk[i ,ssoc RTES, P. C- BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950.31 • 301 I DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR[ GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Typ° and Size of Pile dA� ... .�f 1.....,'......:...................................................... ........ •(It wood, eiv. apeciee) Time -t.... :_ Pile No. / Design Load .... �r-�.... ................. g ................................. Project.......... County ......................................................................................................................................... Contract No. Bridge No. or Name S. H. No ....................................... P.S.C. Case No....................................... Railroad........................................... Make, Type and Number of Hammer........................................................ ................................................................. Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ............/............ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ... ......... Cut-off Elevation = 00�y Q Location in Structure -------------••-------........... ....•J/SIL ...... .... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of , Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute o- 2 1I 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 110-111 _11 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114- Ili 1 - 17- 18 17- 66- 67 115-116 18-19 67- 68 116-117 19-20 68- 69 1 117-118 69- 70 119-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 74-25 71- 74 122-123 25-26 74- 75 123-124 26-27 .124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 So- 81 129-130 32-33 130-131 33-34 8�83 131-132 34-35 83- 84 132-133 153-134 134-135 37-38 86- 87 135-136 RA 136-117 38-39 39-40 _97- 88- 89 137-138 40-41 89- 90 138-139 41-42 9o- 91 139-140 42-43 y 91- 92 140-141 43-44Mr96-97 -93 141-142 142-143 45-46 95 143-144 46-47 (� 96 144-145 47-48 145-146 48-49 98 146-147 49- 50 1 98- 99 147-146 50-51 99-100 148-149 51-52 100-101 149-130 52-53 101-102 53-54 102-103 Length Driven in Ground ..�[ e ............. . Pile Tip Elevation No. of blows lost 6" Lost 3" Lost 2" Lost l" .......................... ....................... .................... Remarks:...................:::.....................................................................................:................ .............................. ......................................................................................................................... `0= Ground of time of driving Q'''-"'�'e'� ........ En ineer in ,Charge . YVOOi�Ar D D e )tESIDENT EK, ;r CRD AcSOCIATES, P. C STATE OF NEW YORK DOLPHIN CONTRACT BD 2s (4�6°' PIN 0950. 31 • 301 DEPARTMENT OF TRANSPORTATION n DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY —"—"---- CONTRACTORt GEO. W. ROGERS CORP. TEST_ . OR RECORDED PILE DRIVING RECORD (Strike out the one not'US*d) Date Driven . Type and Size of Pile 1�.. ai9� (If We", siw srsei•s) Time l/'3 Pile No. V: 04F Design Load Project...._._. County. ........................................................................................................................................... Contract No............................................................... Bridge No. or Name .............................................................. S. H. No. P. S.C. Case No...............r...................... Railroad........................................... Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. .............:......... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ............./......... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ... �..... ....... Cut-off Elevation = /�j� U Location in Structure --------------------------...................................................... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of I Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- E 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-•60 108-109 11-12 60- 61 109-110 _ 61-62 110-111 13-14 62- 63 111-112 15-16 63- 64 . 64- 65 .113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19-20 68- 69 117-118 69- 70. 118-119 21-22 70- .71 119-120 22-2 71- 72 120-121 23-2472- 73 - 121-122 7A.7i 74- 74 122-123 25-26 74- 75 123-124 76-77 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29.30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 Al- R2 130-131 33-34 II 82- 83 131-132 4- S 83- 84 132-133 134-135 37-38 86- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-93 141-142 142-143 45-46 94- 95 143-144 46-47 yam/ 95- 96 144-145 47-48 y 96- 97 145-146 48-49 97- 98 146-147 49-50 iJ 98- 99 147-148 50-51 29-100. 148-149 ?O 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground.2 e Pile Tip Elevation No. of blows last 6" ... Lost 3". ....................... Lost ?' ....................... Lost 1" .. ............. . ....................... �{, ` Remarks:0 .. .................................................. -............................................................................... ................... ....................................................................................................................................................................... • 0= Lound at time of driving c ............................................................. . C WOOaA D� tn Cirorgoo !NWIDENT INC' `%F7T D aSSGCIATES, P. C DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION PIN 0950 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTORt GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not' sod) Date Driven T/ -/o -8S ........ Type and Size of Pile......Z.0 �. at K.. ...................................... ...... (if wood, five specie•) Time / D .'30 Pile No. �„% .... Design Load .................................. ................................................ ..................................... Project........................................................................................ County......................................... Contract No. ......................................... Bridge No. or Name .... ..................... ......................................................... S. H. No. P. S.C. Case No. Railroad : .......................................... ...................................... .................... Make, Type and Number of Hammer...............................:......................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel ........................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...... B.......... Cut-off Elevation = l OLocation in Structure ......... -0c, //i J 7— - ------ ............ ................. �.......... Depth of Pont • Blows per Foot Recorded Strokes per Minute Depth of ! Blows per Recorded Strokes Point • ( Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 61-- 62 110-111 _ 111- IA 62- 63 111-112 1A, 15 15-16 63- 64 64- 65 111.114 113-114 16-17 65- 66 114-115 17-18 66- 67 - 115-116 1R. 19 67- 68 116-117' 19-•20 68- 69 117-118 N 69- 70- .118-119 7n.71 21-22 70- .71 119-120 22-23 1 71- 72 120-121 2-24 72- 73 121-122 25-26 74- 75 123-124 76-27 75- 76 124-125 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33130-131 33-34 82- 83 131-132 4- S 83- 84 132-133 Ar 85- 86 14-15 37-38 J 86- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-- 141-142 AA -Ai 94- 94 142-14 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48y Al 96- 97 145-146 48-49 97- 98 146-147 49-50 J' 98- 99 147-148 50-51 99-100 I48-149 O 100-10114 -10 52-53 50 6 101-102 53-54 102-103 Length Driverr in Ground ,23s Pile Tip Elevation - No. of blows lost 6".......................... Lost'3".-•r- ....................... Lost 7' ....................... Lost 1"... ............. Remarks: ..................... ....................................................................................................... .................... ....................................................................................................................................................................... • 0= Ground at time of driving .......�l.W .. - En ineer in Charge WOO&ArD P r., PMIDENT INC `.V;tR[) ASSOCIATES, P. C STATE OF NEW YORK DOLPHIN CONTRACT BD 25 (I/68) PIN 0950. 31 • 301 DEPARTMENT OF TRANSPORTATION RRY DESIGN AND CONSTRUCTION DIVISION ORIENT POINT f- "'------- CONTRACTOR, GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Dote Driven `�• `' BS Type and Size of Pile y N oA�C ................................................................... L....................................................... (If weed, sive species) Time /O 30 Pile No. . .... Design Load ................................. ................................................ .......... .................... Project........................................................................................................... County......................................... Contract No.Bridge No. or Name ..._... .............................................................. ........................ S. H. .............:....... No. P. S.C. Case No. ............... Railroad........................................... ...................................... . Make, Type and Number of Hommer...............................:......................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel ........................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........................ Cut-off Elevation = 1A1, O Location in Structure 0..o eo XA/ ............................... Length Driverr in Ground.....:Z).(......................�......................... Pile lip Elewtion.............................................. No. of blows lost 6" t Lost 3"Lost Z" Lot i- ............ ............................. ...................... .. ............. Remarks:................. ....:................ ............................................................................................................ . . ....................................................................................................................................................................... 0= Ground at time of driving En ineer in Charge wOMARD o RESIDENT EnG 'irT�Rb ASSGUP.IES, P. C d Blows per Foot Recorded Strokes per Minute Depth of ' Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute E-4 54- 55 103-104 55- 56 104-105 -6 56- 57 105-106 6- 8 57-58 106-107 8-10 58- 59 107-108 60 108-109 1-12 F112 60- 61_ 109-110 6.. 110.111 62- 63 lit -112 13-14 IA- 11C 15-16 63- 64 64. 65 113-114 16-17 65- 66 14- 17-.18 66- 67 115-116 67- 68 116-117 19-20 68- 69 117-118 69- 70 - 118-119 21-22 70- .71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 76-77 75. 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 Al- R2 110-131 33-34 82- 83 131-132 34-35 83- 84 132-133 \ 133-134 35- 31K 46-47 85- 96 134-135 37-38 86- 87 135-136 39-40 88- 89 137-138 40-41 B9- go 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-•93 141-142 - 94 142-143 q -46 94- 95 143-144 46-47 95- 96 144-145 47-48 -70 1 96- 97 145.146 48-49 1 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 32-53 101-102 53-54 102-103 Length Driverr in Ground.....:Z).(......................�......................... Pile lip Elewtion.............................................. No. of blows lost 6" t Lost 3"Lost Z" Lot i- ............ ............................. ...................... .. ............. Remarks:................. ....:................ ............................................................................................................ . . ....................................................................................................................................................................... 0= Ground at time of driving En ineer in Charge wOMARD o RESIDENT EnG 'irT�Rb ASSGUP.IES, P. C d BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT RAC DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 9 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY '—'----�— CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile / y ......................................... ............ w••�, s1» �r•ci..j....................................... Time U Pile No. �- .3� Design Load .............................................................................................................................. ........................................................................ County ......................................... Contract No............................................................... Bridge No. or Name.............................................................. S. H. No ....................................... P. S. C. Case No. .............. I...................... Railroad........................................... Make, Type and Number of Hammer ........................................................................................................ Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel ........................................................ Rated Strokes per Minute, S. A. ....... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads . S. /......... Cut-off Elevation= /!z/, p Location in Structure —,Z:).7 I-& nl v, -------------....................................... ................................................... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute p. 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 �y" 57- 58 106-407 B-10 58- 59 107-108 10-11 r( 39-• 60 108-109 11-12 60- 61 109-110 _13 110-111 13-14 62- 63 111.112 13-16 63- 64 64. 65 117-114 1.13-114 16-17 65- 66 114-115 17-.18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69. 70 . 21-2270- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 25.26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79. 80 128-129 31-32 80- 81 129-130 32-33 Ri. R2 130-131 33-3482- 83 131-132 4- 5 83- 84 132-133 4 14-15 37-38 86- 87 135-136 Be -39-40 89 137-138 40-41 89- 90 138-139 41-42 90. 91 139-140 42-43 91- 92 140-141 43-44 92-93 141-142 44-45 93- 94 142-143 45-46 94- 93 143-144 46-47 95- % 144.145 47-48 96- 97 145-146 48-49 97- 8 146-147 49-50 tl 98- 99 147-146 30-51 99-100 148-149 51-52 100-101 149-150 52-53 101.102 53-54 102-103 - Length Driven in Ground ......»22 ...........................................» Pile Tip Elevation ..................... ....................... No. of blows lost 6" Lost 3" Lost 2" Lost 1" .......................... ....,........................ ....................... .................... Remarks / •..................................................:........................................................................................................ ....................................................................................................................................................................... • 0= Ground of time of driving .....24 —0e.191le aaivt..L. Engineer in arge Ch WOOaArD P e RESIDENT EKG %%r,CkD ASSOCIATES, P. C. DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 * 3 * 301 � 1 DEPARTMENT OF TRANSPORTATION t� DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven '14�—B - B ............. --f Type and Size of Pile...... ��.".••. `�.. . i`y' s .............................................. ......................................... "„•• ••• (It Wood, give species) Time 00 Pile No. �! 1 Design Load Project......................... County......................................... .................................................................................. Contract No._...0............................ Bridge No. or Name .......................................................................................... S. H. No. P. S.C. Case No. Railroad Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel ............................................................ Rated Strokes per Minute, S.A. .......... ........... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....2.1..1..u/ ............ Cut-off Elevation Location in Structure _... �oL;lif<1,d Ol%. .. ----......................................... Depth of Point • ------------ -- -- - Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-103 4- 6 56- 57 105-106 6- 8 57- 58 106-107 58- 59 107.108 E8-10 10-11 59-• 60 108-109 11-12 60- 61 109-110 10.11 _ 62- 6 111.112 15-16 63• 64- 64- 65 113-114 16-17 65- 66 114-115 17-.18 66- 67 113-116 67. 68 116-117 18-19 19-20 68- 69 137-118 69- 70.119-119 21-22 70- .71 119-120 22-2 71- 72 120-121 23-24 72- 73 121.122 25-26 74- 75 123-124 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29.30 78- 79 127-128 30-31 79- 80 1 1 128-129 31-32 80- 81 129-130 32-33 33-34 82- 83 131-132 34-35 83- 84 132-133 134-135 37-38 86- 87 135-136 R� 49-40 88- 89 137-138 40-41 89- 90 138-139 41-42 9o- 91 139-140 42-43 91. 92 140-141 4 _'44 92--93 141-142 94-94 142-143 45-46 94- 95 143-144 46-47 % 95• % 144-143 47-48 96- 97 145-146 48-4997- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148.149 00- 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground........ Z 2. �................ .......................» Pile Tip Elevation .................... ............ .»»........ No. of blows lost 6”......................... Lost 3". ....................... Last 2" ....................-.. Lost l".. .............. Remorks: ............................................................................................................................... ................... ........................................................................... • 0= Ground at time of driving I a ........................................................................................... En ineerin Charge RESIDENT INC `w7r 0 a,SSOCIATES, P. C- BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRA DEPARTMENT OF TRANSPORTATION PIN 0950. 31 • 301 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY -------�— CONTRACTORi GEO. W. ROGERS CORP. TEST, OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven• �:f,T :41�' Type and Size of Pile O/�.t ................ .......... �.... .,.................................................... ... ......... (If Wood, sive species) p - Time.....�1� .:.. �......................... Pile No...............2......................... Design Load ................................. Project........................................................................................................... County......................................... Contract No.Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No........ •••• Railroad ..................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....................... Cut-off Elevation Location in Structurec%�oG�dffir�E, !f .......................... ........... .... .............. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of J Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute p- 2 1I 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 4 59-• 60 1 108-109 11-12 UJ 1 60- 61 1 109-110 61-62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 .113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19-20 68- 69 117-118 70.71 69- 70 119-119 21-22 70- .71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 25-26 1 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29.30 78- 79 127-128 0-31 79- 80 128-129 31.32 80- 81 129-130 32-33 Rl- 92 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 35-36 R4- Ai 133-134 16.17 85- 86 134-135 37-38 86- 87 135-136 39-40 88- 89 17-1 8 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 94 142-143 45-46Z41 94- 93 1 143-144 46-47 95- 96 1 144-145 47-48 96- 97 1 145-146 48-49 97- 98 146- 147 49-50 D 98- 99 147-148 50-51 99-100 148-149 51-52 100-10 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground .........`. 2............................................. .. Pile Tip Elevation ..................... ............... ^........ No. of blows lost 6" Last 3" Lost 2" Last 1" Remarks- ....................................................................................................................................................................... • 0= Ground of time of driving ,•,,,•,,,,{ • En ineer in Charge wooBArD P e ENT IN 'VCK[) ASSOCIATES, P. C e Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 301 Depth of Blows per Recorded Strokes Point • Foot per Minute DEPARTMENT OF TRANSPORTATION DESIGN ORIENT POINT FERRY i AND CONSTRUCTION DIVISION 54- 55 ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) QQ Date Driven......`f.:.f�..�8� TYPe and Size of Pile......y...+�.... ............... ........ .... ............. (If Wend, tri" species) Time........../�..3o...................... Pile No.......�.� Z ....................... Design Load ................................. Project ...................................................................................... ..................... County ........................................ Contract No.Bridge .............................................................. No. or Name ...............................................:.............. S. H. No ....................................... P. S.C. Case No. ............... Railroad ................................................................. Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ..........•••........•• Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..r.. .............. Cut-off Elevation = 1_5! r Location in Structuro�L�r�/�� Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of ( Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57-'58 106-407 B-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 4,11 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 1A. 15 15-16 63- 64 64- 65 113-114 16-17 65- 66 1 - 114-115 17-18 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 70.71 69- 70. 118-119 21-22 70- 71 119-120 22.2 71- 72 120-121 23-24 72- 73 121-122 24-21 74- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 134-135 37-38 86-• 87 135-136 AR.Aq 97- RR 136-117 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 9o- 91 139-140 42-43 91- 92 140-141 43-44__ 92-93 141-142 v 42-14 45-46 94- 95 143-144 46-47 6L2 95- 96 144-145 47-48 96- 97 145-146 48-49 D 97- 98 1 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground _ .......2»....................�.......................» Pile Tip Elev°ti°^.............................................. No. of blows lost 6"Lost T Lost 2" Lost l" .................... .......................... ... .................... Remarks: ........................................................................................................................................................... • O= Ground of time of driving ......................................................................................................................... ............::: .�1..�i...... Engineer in Charge UZ,-[ WOODAU) o e PRESIDENT EN 'A?7; D 5,SSOCIATES, P. C. F BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRA DEPARTMENT OF TRANSPORTATION PIN 0950 a 31 • 301 1 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not Used) Date Driven.... �f...�:-5 ................. Type and Size of Pile ........��. '...................................... ..... ....... ............ . ........ cit wo", 91" .Meigs) Time Pile No. f-/�' Design Load ..........:... .............. ................................................................ Project........................................................................................................... County......................................... Contract No............................................................... Bridge No. or Name .............................................................. S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..t:r�Z ............... Cut-off Elevation = /!f: 0.......... .. Location in Structure -moo[ Q,.,✓ iClo _ le ................................................ Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 54- 55 1 103-104 2- 4 11 55- 56 1 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-11 61--62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 1 - 114-115 17- 17- 18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70, 19-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 24-25 74- 74 122-123 25-26 1 1 74- 75 123-124 124-125 27-28 T 76- 77 1 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33130-131 33-34 1 82- 83 131-132 34-35 83. 84 132-133 1201. 144 134-135 37-38 86- 87 135-136 3R.10 R7- RA 146-147 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 1 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 A4-45 93- 94 142-143 45-46 94- 95 143-144 46-47 S 95- 96 144-145 47-48 96- 97 145-146 48-49 7 97- 98 146-147 49.50 7 98- 99 147-148 50-51 1! 99-100 148-149 51-52 100-10 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground .....Z 3./ ............................................» Pile Tip Elevation....................................»........ . No. of blows last 6" Last 3" Lost 2" Lost l" ............................. ....................». ..................... Remarks: ........................................................................................................................................................... ......................................................................................................................................�.........................,.....�.............. • 0= Ground at time of driving ,,,,,,,,,, Engineer in Charge WOODAr D 0 RESIDENT En; 'VCRb ASSGCIATES, P. C DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION PIN 0950 31 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not -used) Date Driven g .S-�i� Type and Size of Pile /5� cA.A ....................................................................................................................... (I} Wood, girl sp�ci.$) Time / S Pile No. ./ Design Load ................................. ............................................................................................ Project County .................................................................................................................................................... Contract No.Bridge No. or Name ........................................................................................................... S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........ Cut-off Elevation = /y O Location in Structure j%ac/b.Y.�J IC/. .5r- - .......... ....................... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of iBlows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 1 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105- 106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 15-16 1 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 1 - 118-119 21-22 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 122- 12 25.26 74- 75 123-124 26-27 75- 76 124-125 27.28 V 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 1 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86-• 87 135- 136 97- R8 116- 117 38-39 .4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 1 147-148 50-51 99-100 148-149 21VO 100-101 149-150 52-53 s 101-102 53-54 102-103 Length Driven in Ground .15 Pile Tip Elevation ...... .......................................................................... No. of blows last 6" Last 3" Last 2" Last I" .......................... ............................. ....................... Remarks: ....................................................................................................................................................................... 0= Ground at time of driving ..':""""LC - . En ineer in Charge �pEctr�ctiT E': _ �'CIATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 & 31 Y 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven �/-5:2,j' Type and Size of Pile ............ .. .................................................................................................. (if Wood, giv. sp�ci.%) r Time %5! .... Pile No. y /.............................. Design Load Project........................................................................................................... County ......................................... Contract No. Bridge No. or Nome ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ....................... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......`.................. Cut-off Elevation = �y:�% Location in Structure 9p��H�.rJ No. ' - .......... ................................................... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes I Point • i Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- C• 1A 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 X 59-- 60 108-109 11-12 60- 61 109-110 1 61-- 62 110-111 13-14 1 62- 63 111-112 15-16 63- 64 64- 65 117-111 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 67- 68 116-117 1!8.-!!-2 68- 69 117-118 h 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 1 72- 73 121-122 24-25 73- 74 122- 12 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 1 1 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134- 135 37-38 86-. 87 135-136 3A-19 97- R 8 136-137 -40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142- 14 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 7 97- 98 146-147 49-50 y 71 98- 99 147-148 50-51 99-100 148-149 51-52 p v y 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground 2 Y Pile Ti Elevation .............................................................. p .............................................. No. of blows last 6" Last 3" Last 2" Last I" .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... *0= Ground at time of driving ��.-� Gc% ................................................. En ineer in Charge S� a''J S�OCIATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used), Date Driven !: S• BS Type and Size of Pile /� I" 0,4k........................................................................................................... (If Wood, qiv. spm i..) Time / s Pile No. Y-8 Design Load .............................................................................................................................. Project County .................................................................................................................................................... Contract No. Bridge No. or Nome .............................................................. S. H. No.P. S.C. Case No. Railroad ....................................................:................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..`-S_t'. /........... Cut-off Elevation = ...../Yt p Location in Structure . ...........� .......................... Depth of Blows per Recorded Strokes Point • Foot per Minute Ii Depth of Blows per Recorded Strokes I Point • i Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 103-104 2- 4 55- 56 104- 105 4- ( 56- 57 105- 106 6- 857- 58 106--107 8-10 58- 59 107- 108 10-11 59- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 112-111 113-114 16-17 65- 66 114-I1 17-18 66- 67 115-116 18-1 67. 68 116-117 19--20 N 1 68- 69 117-118 69- 70 118-119 70- 71 119-120 22-23 71- 72 120-121 23-44 72- 73 121-122 24-25 73- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 81- 82 10-11 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 85- 86 134-135 37-38 86-- 87 135-136 87- 88 116-137 -4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 1144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 p 49-50 U 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground _V6 Pile Ti Elevation .............................................................. p .............................................. No. of blows last 6.. Last 3" Last 2 Last I.. . .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... • 0= Ground at time of driving ............................................................. . ..............................L Engineer in Charge �RES!DENT Ei:; SSOCIATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not -used) Date Driven s's-5- Type and Size of Pile /</ 9' D q k ........................................................................................................................... (If Wood, give species) Timef .�OCJ.......................... Pile No. `77' is Design Load ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...... S5...7........ Cut-off Elevation = /'y' f�......... Location in Structure Z�oGi7 �rJ Na . -,-r ..................................................... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 i 54- 55 103-104 2- 4 I 55- 56 104-105 4- C 56- 57 105-106 6- 8 57- 58 106--107 8- 10 56 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 _1 61-- 62 110-111 1 -14 62- 63 111-112 15-16 63- 64 64- 65 112-113 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116.117 19--20 68- 69 117-118 20-111 V� 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 71- 74 122-123 25-26 74- 75 I23-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 1 129-130 32-33 130-131 33-34 82- 83 1 131-132 34-35 83- 84 132-133 133-134 134- 135 37-38 86-- 87 135-136 3R-39 87- 88 136-137 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 r 96- 97 145-146 48-49 97- 98 146-147 49-50 S 98- 99 147-148 50-51 99-100 148-149 51-52 G // Co S 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground Pile Tip Elevation .......................................................................................................... No. of blows last 6" Last 3" Last 2" Last l" .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... •0= Ground at time of drivin.............................................................""�u CO . En ineerin Charge r' << !):ESIDENT EP:C S.V,�`•:L% ;�:;G`iP.TE`, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 9 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not -used) Date Driven Type and Size of Pile / o ............ ......... 9 ............................................... ............... .... (If Wood, pir species) y Time �Jl Pile No. /3 Design Load Project........................................................................................................... County ......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ............ Cut-off Elevation = /�f: C7 Location in Structure -7% c�c�!►�nJ itf.. .........................................¢........... Depth of Point • Blows per Recorded Strokes Foot per Minute 0- 2 40-41 2- 4 138-139 4- 6 90- 91 6- 8 42-43 8-10 140-141 10-11 92--93 11-12 12-13 142-143 11. 16 1 94- 95 15-16 16-17 17-18 18-1 19--20 70.-71 21-22 22-24 L4 -L) 25-26 25__27_ 27-28 28-29 29-30 30-31 31-32 32-33 33-34 ;s - Vs 7 - Depth of Blows per Recorded Strokes Point • I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 61-- 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 /1- /Y 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- 82 82- 83 83- 84 43- 00 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105- 106 106--107 107-108 108-109 109-110 110-111 111- 112 113-114 114-115 115-116 116-117 117-118 119-120 120-121 121-122 122-123 123-124 124-125 125- 126 126-127 127-128 128-129 129-130 10-11 131-132 132-133 133-134 134- 135 135-136 -4 88- 89 1 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 4 142-143 45-46 1 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 AY 101-102 53-54 WS 102-103 Length Drivers in Ground Z CaPile Tip Elevation ............. ................................................ .............. No. of blows lost 6" Last 3" Last 2" Last l" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ...........................................................................................................................�............................................. "0= Ground at time of driving ............................................................. En ineer in Charge DELL W0':)A` c PRESIDENT E"",- ;,i',J +SSvCiATES, P. C- Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 a 301 0- 2 DEPARTMENT OF TRANSPORTATION 54- 55 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 2- 4 ---------- CONTRACTOR. GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD 104- 105 (Strike out the one not used) Date Driven. s .................... ................. Type and Size of Pile //-'/ "� o'94 105-106 .................................................................................. (If Wood, give species) Time 9 S Pile No. /y - 1 Design Load Project........................................................................................................... County ......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 59-• 60 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. .................�...... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....................... Cut-off Elevation = / `I` ................................... Location in Structure .... 7� o �f.?�s!..✓ .. ..:................. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes I Point • i Foot per Minute Depth of Blows per Recorded Strokes i Point • Foot per Minute 0- 2 1 54- 55 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 k 59-• 60 108-109 11-12 14 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 112-113 1 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67. 68 116-117 19--20 68- 69 117-118 70-71 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23-•24 72- 73 121-122 74-25 73- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124- 125 27-28 76- 77 125-126 28-29 77- 78 126-127 29.30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 81- 82 10-11 33-34 82- 83 131-132 34-35 83- 84 1 132-133 133-134 16-37 85- 86 134- 135 37-38 , 86-- 87 135-136 38-39 87- 88 136-137 -4 88- 89 137-138 40-41 89- 90 1 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-14 92-- 93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46.47 95- 96 1 144-145 47-48 413 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 7 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground No. of blows last 6" Remarks: .................... 17 .. �i Pile Tip Elevation ................................................... .............................................. Last 3" Last 2" Last 1" ................................................................................................ •0= Ground at time of driving ................................................................. ........fit`.-*.. �ln.�rLP*�... v4� .................. En ineer in Charge D �L :';: �PESIDENT E"'.- DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEV YORK DEPARTMENT OF TRANSPORTATION PIN 0950 31 0 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------- -- CONTRACTOR. GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile /� ��A— ......................................... ....................................................................... (If Wood, give species) Time oG7 Pile No. Design Load ............................................... Z.......................... g ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S. C. Case No. Rai Iroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ...............7........ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...... :5.7.......... Cut-off Elevation = / y p Location in Structure 0aL�yIIt Al. ¢ ... ............... ...................... ...... Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 i 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105- 106 - — 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13- 14 1 62- 63 111-112 14-15 15-16 63- 64 64- 65 112-113 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 N 68- 69 117-118 69- 70 1 - 118-119 21-22 21-22 Vt 70- 71 119-120 22-23 71- 72 120-121 23-•24 72- 73 121-122 24-25 73- 4 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 V 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 1 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 134- 135 37-38 86•- 87 135-136 38-39 87- 88 136-137 .4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 4 142- 14 45-46 Ll 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 1- 2 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground .2 `/ I Pile Tip Elevation ............................................................................................................ No. of blows lost 6" Lost 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... * 0= Ground at time of driving � Engineer in Charge QYVDTLL_ \'.00. -;' c RESiDENT E^: BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 0 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY TEST OR RECORDED PILE DRIVING RECORD RACTOR: GEO. W. ROGERS CORP. (Strike out the one not used) Date Driven B,j Type and Size of Pile /� 56 64,'-_ .................................................................................................. (If Wood, give species) Time Pile No. �% Design Load ............................................................................................................................. Project Count Contract No............................................................... Bridge No. or Name .............................................................. S. H. No ....................................... P. S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ... ,19.I........... Cut-off Elevation = / f,p Location in Structure �i,��py ,e �(/o .......................................... ........................ ......... :.............. Depth of Point • Blows per Recorded Strokes Foot per Minute 0- 2 2- 4 4- 6 6- 8 -- 8-10 10-11 14k I1-12 12--13 13-14 14-15 15-16 -- -- - 16-17 17-18 19--20 21-22 22-23 - 11 25-26 26-27 27-28 28-29 29-30 30-31 31-32 32-33 33-34 36. i5 o-1/ 7-38 J7 - V 40-41 41-42 42-43 45-46 L 46-47 47-48 48-49 y (� 49- 50 50-51 �I-Jz 52-53 53-54 Depth of Blows per Recorded Strokes Point • Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 61 62 62- 63 63- 64 - - 64- 65 65- 66 - --- -- 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 -- _ 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 /7- ou 80- 81 82- 83 83- 84 OJ- aU 86-- 87 1515- 05, 89- 90 90- 91 91- 92 92-- 93 93-94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 100-101 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104- 105 105- 106 106--107 107-108 108-109 109-110 110-111 111- 112 113- 114 114- 115 115- 116 116-117 117-118 118-112 119-120 120-121 121-122 122- 123 123- 124 124-125 125-126 126-127 127- 128 128-129 129-130 130-131 131-132 132-133 13 3 - 134 134- 135 135- 136 136-137 137-138 138-139 139- 140 140-141 141-142 143-144 144-145 145-146 146-147 147- 148 148-149 tao. t sn Length Driven- in Ground -23 r Pile Tip Elevation ............................................................. No. of blows last 6" Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... * 0= Ground at time of driving ........ �rll �/c'• �� Engineer in Charge NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0750 * 31 a 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not'sed) Date Driven 4- Type Size of Pile1/t, ......................................... ...... .. .......s.. EL .... ........ (If Woes, eiw SP0094) Time G U Pile No. .. Design Load Project........................................................................................................... County......................................... Contract No. .................................... Bridge No. or Name.............................................................. .......................... S. H. No. P. S.C. Case No. Railroad ........................................................................................................ :............. Make, Type and Number of Hommer ......................................................................................................................... Measured Stroke, S.A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .....4t1............. Cut-off Elevation = Location in Structure ocxUNi J "a., ..................................................... ......................................`.��........... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • ! Blows per Recorded Strokes Foot per Minute I Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 d? 103-104 2- 4 1 55- 56 B 104-105 4- F 1 56- 57 105-106 6- 8 57-'58 106--107 8-1058- ki 59 107-108 10-11 11 59-' 60 108-109 11-12 60- 61 109-110 12-13 %61--62 110-111 13-14 62- 63 111-112 15-16 63- 64. 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19-•20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 74-75 (` 2 25-26 74- 75 123-124 26-27 124-123 27.28 76. 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 al. A2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 4 134-135 37-38 86- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 A4-45 93- 94 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 6- 100-101 149-150 52-53 y60 101-102 53-54 102-103 Length Driver, in Ground ...... :2.f ............................................. Pile Tip Elevation ..................................... »..^.... No. of blows lost 6" Lost 3" Lost 2" Lost 1" .......................... ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... G •0= Ground at time Of driving ........... �VVVVV iO 'l�.. ......... En ineerin Charge WOU3Ar D P e RESIDENT EN; �;�r itt5 ASSGCIAIES, P. C BD 25 (4/66) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950. 31 • 30�1 D i ESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY --------- CONTRACTOR[ GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven I `" y� y �-� Type and Sire of Pile y .... ......... .... ....... // // ilf woe/, eiw species) Time...........:G ........................... Pile No......7:��.............................. Design Lood................................. Project........................................................................................................... County......................................... Contract No. ................................................. Bridge No. or Nome.............................................................. S. H. No.P. S.C. Case No. Railroad ......................................: ............................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke,S.A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S.A. ........................ i Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...:5 ............. Cut-off Elevation = ly�j Location in Structure �oc�s/i rJ ................ ............... .......�..... .......... Depth of Point • Blows pet Recorded Strokes Foot per Minute Depth of I Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4. 6 56- 57 105-106 6- 8 57- 58 106-407 B-10 1 1 58- 59 107-108 10-11 k 59-• 60 108-109 11-12 60- 61 109-110 110-111 13-14 t 62- 63 111-112 15-16 63. 64 64- 65 1.13-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19_.20 68- 69 117-118 69 • 70, 21-22 70- 71 119-120 22.2 71- 72 120-121 23-24 72• 73 121-122 2 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33130-131 33-34 1 82- 83 131-132 34-35 1 83- 84 132-133 R4- Ri 133-134 14-15 37-38 86- 87 135-136 39-40 as- 89 ) 7-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 AA -Ai 93- 94 142-143 45-46 94- 95 143.144 46-47 95. % 144-145 47-48 96. 97 145-146 48-49 97- 98 146-147 49-50 51) 98- 99 1 147-148 50-51 j) 99-100 148-149 O 100-10 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground ......: ?.��.....................��......................» Pile Tip Elevation......................... ......... »»........ No. of blows lost 6" Last 3" Lost 2" Lost 1" .......................... ....................... ....................». . - ............... Remarks: .............................................................................................................................. ...................... ....................................................................................................................................................................... • 0= Ground of time of driving '�� y ........ L••NOODtiee.in Chary......... i 0 t RESIDENT EN; '.V7�RD aSSGCIATES, P. C BD 25 (4168) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 W 31 W 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY -- �— CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven� �� Type and Size of Pile le/ w o Q ............ ........................ ......................... .......................................... ... .... ........ (n we", vivo spec+*.) Timesees.:.� d..........: ................... Pile No. sees. y. rte............................. Design Load ................................. Project........................................................................................................... County......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No....................................... P.S.C. Case No . .............. :...................... Railroad:.......................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....tiJ r 7............. Cut-off Elevation = 1� : Location in Structuro ...... ° Ltb �{i !('°: ... ........ Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of I Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- g 57- 58 106-407 B-10 1 58- 59 107-108 10-11 D 59-• 60 108-109 11-12 1 60- 61 109-110 _13 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 - 114-115 17-18 17-18 66- 67 115-116 18-19 67-68 116-117 19-20 68- 69 117-118 7n_ 71 69- 70 21-22 70- 71 119-120 22-23 VU 71- 72 120-121 23-24 72- 73 121-122 25-26 74- 75 123-124 26-27 75- 76 4- 124-125 27-28 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 Rl- R2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 14-15 37•38 86- 87 135-136 _4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47_48 0 96- 97 145-146 46-49 5q 197- 98 146-147 49-50 .S `% 98- 99 147.148 50-51 5 S© 99-100 148-149 51-52 100-101 149-150 52-33 101-102 53-54 102-103 Length Driven in Ground.....:....................:..�......................... Pile Tip Elevation ...... .............. ».............. »..».... No. of blows lost 6" Lost 3" Last 2" Lost l" .......................... ............................. ...................... .................... Remarks:' ........................................................................................................................................................... ....................................................................................................................................................................... • c 0= Ground at time of driving ...... �•..............C`J • En *neer in Charge woodtirD P e %RESIDENT EN ' '.�rTiRD 'SSGCIATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 . 31 9 301 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY TEST. OR RECORDED PILE DRIVING RECORD ONTRACTOR: GEO. W. ROGERS CORP. (Strike out the one not used) Dote DrivenY .........l .mssd f ................ Type anSize oPile.......�y... � OR i....................................................... ......... uu (If We", eiw species) Time..........J.:.06........................... Pile No.......�':.! 5�...................... Design Load ................................. Project ........................ County ........................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. ' P. S.C. Case No. Railroad ....................................................:................................................................. Make, Type and Number of Hammer .................................................. ....................................................................... Measured Stroke,S.A...................................................................... Rated Strokes per Minute, D.A. ...................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ .. Total Length Placed in Leads ..S y Ordered or Estimated Lengths....................................................... g ................ Cut-off Elevation = / y:.Q...... Location in Structure .... ................. Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 jJ 54- SS 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 110-111 13-14 1 62- 63 111-112 1A,15 15-16 L 63- 64 64- 65 .113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-19 1 67- 68 116-117 19-20 Qkk 1 68- 69 117-118 711,71 %1 69- 70. 118-119 21-22 KI 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 25-26 74- 75 1 123-124 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 So- 81 129-130 32-33 Al- R2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 RA - R5 133-134 35-34 14-15 37-•38 86- 87 135-136 J �! 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 1 91- 92 140-141 43-44 92--93 141-143 44-45 94- 94 142-143 45-46 94- 95 143-144 46-47 4%(v 95- % 144-145 47-48 q 96- 97 145-146 48-49 s6 97- 98 146-147 49-50 s 98- 99 147-148 50-51 Sp 146-149 51-52 149-150 S2- 53 g 53-54 Length Driverr in Ground .......2 3.. / .................. a. .............. ........... Pile Tip Elevation ...... ................ »................ ........ . . No. of blows lost 6".......................... Lost 3"............................. Lost 2" ....................... Lost 1 ..................... Remarks: ............................................................................................................................... ...................... ....................................................................................................................................................................... c e0= Ground at time of driving ............':`:»e:...:..........e...........:.... • En weer in Charge WOODAU) p NWIDENT ENI A`SGCIAIES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRAC DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------- - CONTRACTOR: GEO. W. ROGERS CORP. TEST_ . OR RECORDED PILE DRIVING RECORD U (Strike out the one not used) Date Driven.....! .5�................... Type and Size of Pile......../y: of1K ..... ..........�. .... ....... (u WMW, er" sped..) Time 00 --so Pile No. / �. Design Load ............................. ................................................ Project County......................................... ........................................................ Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ......................................: ............................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths ........................... Total Length Placed in Leads .....5,� ............................... . .............. Cut-off Elevation = l w. O Location in Structure ,/�cOC�f/tw/ ..!!�p .................... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of ! Blows per Recorded Strokes I Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 103-104 2- 4 55- 56 104-105 4- F 56- 57 105-106 6- 8 57- 58 106-407 8-10 11 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 - 114-115 17- 18 17- - 66- 67 115-116 18-19 67- 68 116.117 19-20 68- 69 117-118 69. 70 . 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 2 25.26 74- 75 123-124 76-77 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78. 79 127-128 0-31 79- 80 128-129 31-3280- 81 129-130 32-33 81 -R? 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86- 87 135-136 i 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-4411::94- 92--93 141-142 44-45 142-14 45-46 95 143-144 46-47 1 95- 96 144-145 47-48 96- 97 145-146 48-4997- 98 146-147 49-50 // l0 98- 99 147-148 50-51 99-100 148-149 51-52 All 100-101 149-150 52-53 f% O 101-102 53-54 102-103 Length Driver► in Ground . Pile Tip Elevation No. of blows lost 6"Lost 3" ............................. Lost 2" .». Lost 1' .._._. Remarks: ............................................................................................................................... ...................... ....................................................................................................................................................................... • 0= Ground at time of driving .......r.`...�. �.....•........•....•...... Eng9ineer in Charge %)ZESL VYOODA'D P e IDENT ENC ' �SSGCIATES, P. C BD 25 (4168) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 * 31 a 30�1 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ONT TEST OR RECORDED PILE DRIVING RECORD RACTOR: GEO. W. ROGERS CORP. (Strike out the one not used) Dote Driven. x`.3..8 S..- '/................ Type and Size of Pile �0 ............. ..........................i. ...................................... (If Wood, give species) Time........�.:.UO............................ Pile No......... :r:E ............................ Design Load ................................. Project County Contract No. Bridge No. or Name S. H. No. ...................................... P. S.C. Case No....................................... Railroad........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S.A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .....r:f�........... Cut-off Elevation= J yc R Location in Structure -� vtia�. J !t�4L ..............c............................................................................................ Depth of Point • Blows per Foot Recorded StrokesDepth per Minute of f Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 I 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59^ 60 1 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 IA. 15 15-16 63- 64 64- 65 113-114 16-17 65- 66 1 114-115 66- 67 115-116 18-19 67- 68 116-117 19-20 68-'69 117-118 70-71 69- 70 118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 7A-25 74- 74 -12 25-•26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79. 80 128-129 31-32 80- 81 129-130 32-33 Rl. R2 130-131 33-34 82- 13 131-132 34- 83- 84 132-133 133-134 134-135 37-38 86- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 9o- 91 139-140 42-43 91• 92 140-141 43-44 92-;93 141-142 44-45 93- 94 142-143 45-46 y 7 94- 95 143-144 46-47 9 95. % 144-145 47-48 96. 97 145-146 48-49 60 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 10-0 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground ......'2 .. ................................................ Pile Tip Elevation.............................................. No. of blows lost 6" Last 3" Last 2" Last l" Remarks: - ........................................................................................................................................................... ....................................................................................................................................................................... C, • 0= Ground at time of driving ...... .�..:::..�............... �a ....................... En ineer in Cborge WOOdA:D o t RESIDENT EN, ';�SSGCIAIES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD U (Strike out the one not used) ...... Date Driven / '3 5................. Size o ...... Type and f Pile �! p�q..... .... .. .. . .................. ...... •(II Wood, siw species) Time Pile No. &/-/.7 Design Load ................................. ...................:. .. ....................... Project County Contract No. Bridge No. or Name.............................................................. S. H. No. P. S.C. Case No. Railroad Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .�r3.............. Cut-off Elevation = / y U Location in Structure ......................................................... ....... �......... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth ofI Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 54- 55 103-104 2- 4 1 55- 56 104-105 4. 6 1 1 56- 57 105-106 6- 8 57-'58 106-407 8710 ti 1 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 61-62 110-111 13-14 V 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19-•20 IV 68- 69 117-118 69- 70 21-22 70. 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 74-25 74- 74 122-123 25-26 74- 75 1 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128+129 31-32 SO- 81 129-130 32-33130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37.38 86- 87 1 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-93 141-142 AA -45 94- 94 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 52-33 101-102 .149-150 53-54 102-103 Length Driver► in Ground..»...'F.................................................» Pile Tip Elevation............................................. No. of blows last 6" Lost 3" Last 2" Lost 1" .......................... ............................. ....................». .................... Remarks:........................................................................................................................................................... ....................................................................................................................................................................... c ' 7 • • 0= Ground at time of driving .............. .....................: ........ ... Engineer in Charge UMMI WOODAr,D 0 %RESIDENT EN ':;rTkD aS�0'116TES' P. C BD 25 (4/68) k Date Driven 41:3 -BSJ ......................... Time ......... �Or 2G...:.. Project ............................ Contract No. STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950# 31 9 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------- CONTRACTOR: GEO. W. ROGERS CORP. TEST_ . OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Type and Size of Pile ............ sees. ................1....................................................... (It weed, spec Pile No. y--9 Design Load . ....................................................... .................................................................. County ......................................... Bridge No. or Name .......................................................................................... S. H. No. P. S.C. Case No. Railroad ....................................................:................................................................. Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads......?sees. ... ...... Cut-off Elevation = .Y:..o ... Location in Structure --7Z:), a, /Ue . ..... ................. .............. Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of I Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- C. 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 - 114-115 17-18 17-18 66- 67 115-116 18-19 67. 68 116-117 19--20 68- 69 117-118 70-71 69- 70 118-119 21-22 70- 71 119-120 22-2 71. 72 120-121 23-24 72- 73 121-122 2 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 91. 92 130-131 33-34 82- 83 1317132 34-35 83- 84 132-133 35-36 R4- fli 133-134 134-135 37-38 86- 87 135-136 39-40 88- 8 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 94 142-143 45-46 G 94- 95 143-144 46-47 q7 95- % 144-145 47-48 A18 1 96- 97 145-146 48-49 Ij 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 -0 149-150 52-53 101-102 53.54 102-103 Length Driverr in Ground ... 2»..:......................�......................... Pile Tip Elevation...................sees..:.......... «........ No. of blows lost 6".................. Last 3"............................. Last 2" ..�. Last l" Remarks: ...................................................:...................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving ............................................................. -Enyyinee► in Charge �L VYOODAr<D P e RESIDENT M ' ',V k[i 'SSGCIATES, P. C- BD 25 (4/68) STATE OF NEW YORK •. DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950. 31 • 301 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY --- — -- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 4'-3 Type and Size of Pile /I/ ..........yoRK ......... ...................................... ................ (if Wood, give species) Time ..........fr.. �r........................... Pils No....... y.... ....................... Design Load .. ................ Project ...................................... County .............................................................................................................. Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ......................................: ............................................................................... Make, Type and Number of Hammer .............................................................................. Measured Stroke,S.A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel..........................................:..................... Rated Strokes per Minute, S.A. ........................ r Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads A -f. .01— ......................................................... Cut-off Elevation = 1,540 Location in Structure %vyOHit� KJe .................................... .............................. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of ! Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0• 2 54• 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 305-106 6- 8 1.4 57-58 106-407 8-10 b 58- 59 107-108 10.11 59-•60 108-109 11-12 60- 61 109-110 12-13 61- 110-111 62- 63 111-112 15-16 63- 64 64- 65 112- 111 113-114 16-17 65- 66 114-115 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 70.71 69- 70 11R. 119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33 33-34 82- 83 131-132 4- 5 83- 84 132-133 133-134 16-37 AS- 96 134-135 37-38 86-• 87 135-136 i .4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 1 141-142 142-143 45-46 .L 94- 95 1 1 143-144 46-47 95- 96 144-145 47-48 1 417 96- 97 145-146 48-49 O 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 S3 -S4 102-103 Length Drivsrr in Ground....... ... r......................�.......................« Pile Tip Elewtion.................................... .......... No. of blows last 6".......................... Lost 3". ....................... Last 2" ....................... Last 1" .................... Remarks: ....................................................................................................................................................... ........................................................................................ • 0= Ground at time of driving ............................................................. .... ......... Eng9ineer in Charge VIM[ WOODAr;D. o e RESIDENT EK: ' ;r kD �SSO:IATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950. 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ----�— CONTRACTORt GEO. W. ROGERS CORP. TEST_ . OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven /tl-3 ^ B Type and Size of Pile /Z/' <9 OA+k ......................................... ..........s................. ................ ...................................... (If Weed, give species) Time /:00 Pile No........�ri........................... Design Load ................................. Project........................................................................................................... County......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No ...................................... Railroad........................................... ...................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weightof Pile or Mandrel.................................................................. Rated Strokes per Minute, S. A. ........................ i Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .....s . ............. Cut-off Elevation = /�f. d Location in Structureoc/�s! �ti% R% ................................................................................................:............. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point e I Foot per Minute Depth of Blows per Recorded Strokes Point - Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 1 105-106 6- 8 57- 58 106-407 B-10 O 58- 59 107-108 10-11 59-60 108-109 11-12 60- 61 109-110 _13 110-111 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 1 - 114-11 17-18 17-18 66- 67 115-116 1R. 19 67- 68 116-117 19-20 68- 69 117-118 In_ 11 69- 70 119-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 76-77 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33130-131 33-34 82- 83 131-132 34-35 V` V 1 1 83- 84 132-133 \ 133-134 16-37 RS- 86 14-15 37-38 86-• 87 135-136 39-40 gg- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 94- 94 142-143 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 8 98- 99 1 147-148 50-51 g 99-100 148-149 51-52 100-10 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground )-3.(. ......... Pile Tip Elevation No. of blows last 6" Last 3" Last i Lost 1 " .................... .......................... ....................... ....................». Remarks: ................................................. ........................................................................................................ ....................................................................................................................................................................... •0= Ground at time of driving ...... :�:::R�as. ::v�As✓4r:�F4.......... En ineerin Charge L Vr'OO�Ar D 0 t DENT ENG ' ',irT�kD aSSOCIP.TES, P. C BD 25 (4168) STATE OF NEW YORK DOLPHIN CONTRA DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 30�1 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY TEST. OR RECORDED PILE DRIVING RECORD ONTRACTORt GEO. W. ROGERS CORP. (Strike out the one not'sed) Date Driven L .ups$' Type and Size of Pile /y'� `� OFF6C ........ .......................... ......... .... ........ ................ .l. .......................................... species) ...,/ (II Wood, Or" Time......2: p... .............................. Pile No.........../ ..33...................... Design Load ................................. Project County Contract No. ............................... Bridge No. or Name ............................... .............................................................. S. H. No ....................................... P. S.C. Case No...............:...................... Railroad:.......... ............................. Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads Cut-off Elevation = ate, 0 Location in Structure ......................................................... ...0......................................... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of 1 Blows per Recorded Strokes I Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- E 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-- 60 1 108-109 11-12 60- 61 1 109-110 12-13 61--62 110.111 13-14 62- 63 111-112 1A, 15 15-16 63- 64 64- 65 112.1114 .113-114 16-17 65- 66 - 114-115 17-18 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70. 118-119 21-22 IP 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 2 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 A 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 R1- A2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86-- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 9o- 91 139-140 42-43 91- 92 140-141 4 -44 92--93 141-142 94- 94 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 // Lfu 96- 97 145-146 48-49 97- 98 146-147 49-50 Li 98- 99 147-148 50-51 S 99-100 148-149 51-52 100- 01 1 149-150 52-53 [101- IO2 53-54 102-103 Length Driven, in Ground ...: .... I......................�......................... Pile Tip Elevation ............. ...... ............... »..».... No. of blows last 6" Last 3" Lost 2" Lost 1" ............................. .................... Remarks: .........:....................- ............................................................................................................................ ................................................................................ c • 0= Ground at time of driving .............................................................. E moor in Charge WOOL ti' D 0 14%RESIDENT IN `;iCpD aSSvCIP.TES, P. C Depth of Point • DOLPHIN CONTRA BD 25 (4/68) STATE OF NEW YORK 0- 2 PIN 0950 * 31 • 301 54- 55 DEPARTMENT OF TRANSPORTATION 2- 4 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 55- 56 ONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD A (Strike out the one notwsod) Date Driven �/ ..6s- .... /..... .......................... T and Size of Pile Type ......... e.... ...................... ........... ....... (If Weed, give species) Time............................................. Pile No......... �.................................. Design Load ................................. ProjectCounty ........................................................................................................... ......................................... Contract No. ............................................................ Bridge No. or Name .............................................................. S. H. No. ............................... P. S.C. Case No....................................... Railroad........................................... Make, Type and Number of Hammer......................................................................................................................... 11-12 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths ................ .......................................... Total Length Placed in Leads .. SS ............. Cut-off Elevation ...................................... Location in Structure _2o i tJ pvc?: ........................... ..................... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of ! Blows per Recorded Strokes Point s I Foot per Minute Depth of Blows per Recorded Strokes Point s Foot per Minute 0- 2 1 54- 55 103-104 2- 4 1 55- 56 104-105 4. F A 56- 57 105-106 6- 8 57- 58 106-107 B-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 110-111 13-14 62- 63 111-112 IA. 15 15.16 63- 64 64- 65 117-114 113-114 16-17 65- 66 114-115 17-18 - 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 _118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 25-26 74- 75 1 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 9178- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 Ri_ 92 1 130-131 33-34 82- 83 131-132 34-35 ZI 83- 84 132-133 4 134-135 37-38 86- 87 135-136 �89 39-40 BB- 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 AA -415 93- 94 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 1 146-147 49.50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground...a 2........................�......................... Pile Tip Elevation.................................... »..».... No. of blows lost 6" Lost 3" Last 2" Lost 1" " ............................. ....................... .................... Remarks: .......................................................................................................................................................... ....................................................................................................................................................................... • 0= Ground at time of driving c"' "�O`l'� ......�.................................................. Charge WOODA ,D eer rp RESIDENT EKG a.SSGCIP.TES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRA DEPARTMENT OF TRANSPORTATION PIN 0950 9 31 ar 301 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not'sed) Dote Driven 2• $�. Type and Size of Pile /"/ 0 �'T�EG ................ .................. ..........................i....................................................... (If Wood, eiw spscios) Time 2 : d CJ Pile No. IV- 14 Design Load .............................................................................................................................. Project........................................................................................................... County. ........................................ Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad lroad ......................................: ............................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...irJ ............... Cut-off Elevation = 8 O Location in Structure-7aLJbh�it� /V, 15t- ......................................................... ........... ........................................ Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • I Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 06 104-105 4. F 56- 57 % 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-•60 108-109 11-12 60- 61 109-110 12-13 61-62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 1 113-114 16-17 65- 66 114-115 1 - 17- 17- 18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70. 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 74-25 74- 74 2 25-26 74- 75 123-124 26-27 75- 76 124-125 27.28 76- 77 125-126 28-29 77- 78 1 1 126-127 29-30 78. 79 127-128 0-31 79. 80 128-129 31.32 80- 81 129-130 32-33130-131 33-34 82• 83 131-132 34-35 83- 84 1 132-133 133-134 14-15 37-38 86-• 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 V1 91- 92 140-141 43-44 92--93 141-142 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 100- O1 149-150 52-53 y 101-102 S3•S4 s 102-103 Length Driven in Ground ......lt..�.1......................�.......................» Pile Tip Elevation....................................»..».... No. of blows lost 6" Lost 3" Lost 2" Lost 1" .......................... ....................... .................... Remarks:................................... ....................................................................................................................................................................... C. -J 1 • 0= Ground at time of driving ...•..�- =T........................ ..•..••.�........• En ineer in Ch wooBA%D o ENT EN ;r�RD a;SGCtATES, P. C Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 301 0. 2 DEPARTMENT OF TRANSPORTATION i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 2- 4 RACTOR: GEO. W. ROGERS CORP. T TEST. OR RECORDED PILE DRIVING RECORD 104-105 (Strike out the one not'sed) Date Driven:�:BS ....................... Type and Size of Pile. � L.. ...... . ......................S,T. ...[.`. ..... (if Wee/, dive spcies) Time .2'20 ............:................ Pile No. y' Design Load ..................................................... Project........................................................................................................... County......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P.S.C. ...................................... Case No. Railroad ........................................... ................ Make, Type and Number of Hammer.__.. .................................................................................................. .. .. Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................. Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths .......................... Total Length Placed in Leads ........... Cut-off Elevation = /610 ......................................................... Location in Structure •� OLpH i�✓ Ala - ..--•--............................................. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 1I 54- 55 103-104 2- 4 1 55- 56 104-105 4- F 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 t 60- 61 109-110 k 61-• 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 112,111 113-114 16-17 J 65. 66 114-115 1 - 17- 17- 18 66- 67 115-116 18-19 67- 68 116-117 19-20 68- 69 117.118 69- 70 118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25.26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33 R1. R2 130- 33-34 82- 83 131-132 4- 5 83- 84 132-133 i 133-134 134-135 37-38 86- 87 135-136 _4 88- 89 137-138 40-41 89- 90 138-139 41-42 15 90:91 139-140 42-43 91- 92 140-141 43-4 92-- 93 141-142 93- 94 142-143 44-45 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 (1 98- 99 147-148 50-51 99-100 148-149 51-52 100-10 149-130 52-53 101.102 53-54 102-103 Length Drivenr in Ground ......�......................�......................... Pile Tip Elevation.................... 4...............»........ No. of blows lost 6" Lost 3" Lost 2" Lost l" Remarks:........................................................................................................................................... ....................................................................................................................................................................... • 0= Ground of time of driving o ..•••......•c•`•2=�•� �.• En ineer in Chow �l w0o8AM p RESIDENT Eng `.VkD aSSOCIATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950. 31 . 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY -- --- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven...4 2 :®� Type and Size of Pile /2/ "� ......................... .�. ........ .......................................... .... (if W"d, sive Spee;.$) Time................................................"2ySPile No......... en e............................ Design Load ................................. Project .......... County .......................................................................................................................................... Contract No. Bridge No. or Name.............................................................. .......................... S. H. No.P. S.C.Case No. : Railroad ..................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .................... Cut-off Elevation Location in Structure o Lp y/� nJ /J o . 15r— ......................................................... ..................................................... Depth of Point • Blows pei Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes I Point " I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 103-104 2- 4 55- 56 104-105 4. 6 56- 57 105-106 6. 8 57- 58 106-407 B-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 V 61-- 62 110-111 13-14 1 62- 63 111-112 IA. 15 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19-20 68- 69 117-118 69- 70.118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 7A-25 71- 74 22-123 25-26 74- 75 123-124 26-27 75- 76 124-123 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 Al. A2 110-131 33-34 82- 83 131-132 4. 83- 84 132-133 134-135 37-38 86- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 4 -{4 92--93 141-142 44-45 91- 94 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147.148 50-51 pj 99-100 148-149 51-52 100-101 149-150 52-53 O 101-102 53-54 102-103 Length D►iwrr in Ground �.�, s ..___».» Pile Tip Elevation .................................................................:.............««..».... No. of blows last 6" Lost 3"..._. ......._ Last T ....................». Last l" Remarks: .............................................................................................................................. ...................... ..................................................................................................... - c • 0= Ground at time of driving ............................................................. ................ En -neer - Charge wooBAr l) o e tP,ESIDENT ENC' "; CkD ASSOCIATES, P. C BD 25 (4168) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ ONT TEST. OR RECORDED PILE DRIVING RECORD RACTOR: GEO. W. ROGERS (Strike out the one not used) Dote Driven . -9-R-0,5 Type and Size of Pile Al C7A /rC ................................... ..........L................. ................ ...................................... (if Wood, oi— sPocios) Time...... �...�.......................... Pile No...../....�...'.............................. Design Load ................................. Project County Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... .......... Cut-off Elevation = f f 4 Location in Structure �� ilio . 4- . r ......................................... ...! �.............................. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of I Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 f 54- 55 103-104 2- 4 55- 56 104-105 4. 6 56- 57 105-106 6- 8 57- 58 106-407 B-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 61--62 110-I11 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115- 116 18-19 67- 68 116-117 19-20 68- 69 117-118 69- 70 21-22 70- 71 119-120 22-23 71- 72 120-121 24 72- 73 121-122 125-26 J�l 74- 75 123-124 75- 76 124-12 27-28 76- 77 125-126 28-29 1 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33 33-34 82- 83 131-132 34-35 83- 84 1 132-133 \' 134-135 37-38 86- 87 135-136 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 071 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-130 52-53 101-102 53-54 0 d 1 102-103 Length Driven in Ground ...... 2 ./ .............................................. Pile Tip Elevation............................................. No. of blows lost 6"Lost 3" Lost 2" Lost 1" .......................... ............................. ....................... .................... Remarks: ......................'...................................................................................................... ....................................................................................................................................................................... • 0= Ground of time of driving a ........ ............:......... En inee►' Charge MIMI woo8ArrD o t ENT EN ',V CRD SSuCIP.TES, P. C BD 25 (4/68) STATE OF NEW YORK -DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 f. 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY —�— CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD �/ (Strike out the one not'sod) �q Date Driven ....l..:z..P.s..................... Type and Size of Pile........../ ..::5�.......................................... .... .... ........ (if W4, 91" arc195) Time..........`.......... U ....................... Pile No......... . ...•/b........................ Design Load ................................. ProjectCounty .................................................................................................................................................... Contract No. Bridge No, or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad Make, Type and Number of Hummer ............................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...... S�?........... Cut-off Elevation = /f! O Location in Structure �oL/JNi.J Gia. ......................................................... .............................................. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of ! Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 1 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- g 57- 58 106-407 8-10 tJ 58- 59 107- 108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-14 61-- 62 110-111 13-14 62- 63 111-112 IA. 15 15-16 63- 64 64- 65 112-114 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 1 116-117 19-20 68- 69 1 117-118 70-71 69- 70 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 2 25-26 74- 75 123-124 26-27 75- 76 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33 Rl- R2 130-131 33-34 1 1 82- 83 131-132 34-35 1 83- 84 132-133 35-36 RA- RS 4 36-37 85- 86 134-135 37-38 86- 87 135-136 39-40 88. 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-J42 142-143 45-46 94- 95 143-144 46-47 95- % 144-145 47-48 1 S 96- 97 145-146 48-49 1-6 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-10 149-150 52-53 101-102 53-54 102-103 Length Driven, in Ground ....... 9_1:�.(.......................................... Pile Tip Elevation ...... .............. .............. ..»........ No. of blows lost 6" Lost 3" Lost i Lost 1" .......................... ............................. ....................... ..................... Remarks: ..................... .................................................................................................. ...................... ............................................................................... • 0= Ground at time of driving ............................................................. .............. r_. Gr_llcl� �;�P.... UEn ineer in Charge �b�lr wooBAri� � �, RESIDENT EN; `,\►;CRD ASSG�IAIES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 * 31 • 301 i DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY -- CONTRACTOR: GEO. W. ROGERS CORP. TEST, OR RECORDED PILE DRIVING RECORD (Strike out the one not'sed) Date Driven f/4'Z 8S_ T and Size of Pile /y p 0,+k ......................................... Type ................ .t....................................................... (n Wood, give species) Time 3.:..!t,5 ........................ Pile No. ........... �:!ZS...................... Design Load ................................. Project County ...................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S.C. Case No...............Railroad ........................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads Cut-off Elevation Liin Sr, ��vhFi.J �o . .....................................ocaton Structure .................................................... Depth of Blows per Recorded Strokes Point • Foot per Minute I Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- g 57- 58 106-407 B-10 58- 59 107-108 10-11 t 59-• 60 1 1 108-109 11-12 60- 61 1 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 IA. 15 I5-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 122-123 25-26 74- 75 123-124 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 R1. R2 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 A4. R5 4 35-36 134-135 37-38 86-- 87 135-136 .4 gg- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 142-14 45-46 1 94- 95 143-144 46-47 95- % 144-145 47-48 96- 97 143-146 48-49 97- 98 146-147 49.50 91, 98- 99 147-148 50-51 C99-100 148.149 51-52 149-15q_ 52-537 60 11 _100-101 101- 102 53-54 102-103 Length Driverr in Ground �. ..-� Pile Tip Elevation .... .................... �..................... .........»........ No. of blows lost 6" .......................... Lost 3".. ....................... Lost 2" ....................». Last l" .................... Remarks: ' ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving o •••••..... � .... �L WOF3A D•inP Charge PRESIDENT EN ' ';�►TiRD ASSOCIATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 * 31 9 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST. OR RECORDED PILE DRIVING RECORD (Strike out the one not'sod) Date Driven .....2.83 ...................... Type and Size of Pile ...../Z/ 11 0 Oak ..... .. ................. ....... (If Weed, eiw are0e8) Time �J Pile No.. `1.':. /........................... Design Load ................................. Project .......................... County .......................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... 5�........... Cut-off Elevation= y. Location in Structure �ot�jNi,./ AJo.:...¢............. .......... ................... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of i Blows per Recorded Strokes Point • ' Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- F 56- 57 105-106 6- g 57- 58 106-407 B-10 58- 59 107-108 10-11 k 59-• 60 108-109 11-12 60- 61 109-110 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 117.11,4 .113-114 16-17 65- 66 1 - 114-115 17-18 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 70-71 69- 70 118-119 21-22 70- 71 119-120 22-2 71- 72 120-121 23-24 72- 73 121-122 74- 74 2-12 25_26 74- 75 123-124 26-27 75- 76 124-12 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 0-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 R4- 95 133-134 85- 86 134-135 37-38 86- 87 135-136 39-40 88. 82 137-138 40-41 89- 90 f 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 142-143 45-46 94- 95 143-144 46-47 1 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49- S0 7 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground.......a.3........................a.......................« Pile Tip Elevation.............................................. No. of blows lost 6" Lost 3" Last 2" Lost 1" .......................... ....................... .................... Remarks: .............................................................................................................................. ...................... ........................................................................................................................................................................ G[/ avi�rG� •0= Lound of time of driving........14..F3C ............................................. En ineer in Charge wooBArn 0 "NWIDENT f C s ;'ARD acsoa .TEs' P. C Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 0- 2 DEPARTMENT OF TRANSPORTATION ORIENT POINT FERRY 54- 55 DESIGN AND CONSTRUCTION DIVISION 2- 4 ---------- CONTRACTOR. GEO. W. ROGERS CORP. 55- 56 TEST_ OR RECORDED PILE DRIVING RECORD 4- 6 (Strike out the one not used) Date Driven Type and Size of Pile /�-/ �k .................................................................................. ...................................... (If Wood, give species) Time//11' ..........7...1-';. .......................... Pile No. �'�� Design Load ........................................ Project........................................................................................................... County ......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No ....................................... P. S. C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer......................................................................................................................... Meosured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ................�...... 109-110 Ordered or Estimated Lengths .......................................................... Total Length Placed in Leads ........:rs........ Cut-off Elevation =/��, -------- Location in Structure 0o�//i A) A),e, 4— - -------U --------------------------------..................................................... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 k 59-• 60 108-109 11-12 60- 61 109-110 61- 62 110-111 13-14 62- 63 111- 112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 1 - 118-119 21-22 21-22 70- 71 119-120 22-23 I 71- 72 120-121 23--24 72- 73 121-122 24-25 73- 74 122-123 25.26 74- 75 123- 124 26-27 75- 76 124-125 27_28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31.32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 16-37 85- 86 134-135 37-38 86-- 87 1 135-136 97- 88 136-117 38-39 _q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 %f 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 60 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground 2 Z� Pile Tip Elevation ............................................................................................................ No. of blows last &.Last 3" Lost 2. Last l" .......................... ............................. ....................... .................... Remarks- ....................................................................................................................................................................... * 0= Ground at time of driving ............GS�r��...C�I ..... ................ Eng V1'Vineer in Charge "NIkEc�IDENT E'� : r� <Lr 1Sw�IP,I Es' F r. T BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 * 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven �jO.f�iL 9�.� Type and Size of Pile © .t / " �u,T ...............i................ .. rf.... .......... .... (If Wood, give species) Time 2 X00 Pile No. �� Design Load .............................................................................................................................. Project ................................................... County ................................................................................................. Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ......................• Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...........'....... Cut-off Elevation = /yQ Location in Structure ........... ........ . . ...... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 y 57- 58 106--107 8- 10 58- 59 107-108 10-11 59-• 60 108- 109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 15-16 63- 64 1 64- 65 113-114 16-17 1 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 70-71 69- 70 1 - 118-119 21-22 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 74-25 71- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 ' 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 16-37 85- 86 134-135 37-38 86-• 87 135-136 3R- 39 146-117 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-- 93 141-142 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 G 102-103 Length Driven in Ground .............................................. Pile Tip Elevation ............... .............................................. No. of blows last 6" Last 3" Last 2" ....................... Last "1" .......................... ............................. .................... Remarks: ........................................................................................................................................................... *0= Ground at time of driving ................................................................. ............................................................. En ineer in Charge D E `."OnA .;� c C RESIDENT `V,� ; S:)O�.IATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 Y 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR[ GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD �i (Strike out the one not used) Date DrivenType and Size of Pile Q/5t� /!/" T ...................... ..../......... ..... ................ ........ ��.................................. .............. .... (If wood, pivs spracio) Time Z 3 O Pile No. -3 Z� Design Load ................................................ ................. ................................. Project County......................................... ............................................................................................. Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads . �J�-�............. Cut-off Elevation =/�, p Location in Structure ,[�oG�CJ�yicJ ........................................................ ......... ......................... Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11. v 15-16 16-17 17-18 18-19 19--20 29-21 21-22 1)1) -?A 25-26 26-27 27-28 28-29 29-30 30-31 31-32 32-33 33-34 IA -1c, Blows per Recorded Strokes Foot per Minute 37-38 •4 40-41 41-42 42-43 43-44 44--45 45-46 Ala 46-47 (J 47-48 48-49 49-50 50-51 411 2 52-53 53-54 Depth of i Blows per Recorded Strokes Point • I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59- 60 60- 61 61-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 84- 85 85- 86 86-• 87 87- 88 88- 89 89- 90 90- 91 91- 92 92-- 93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 100-101 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106--107 107-108 108- 109 109-110 110-111 111- 112 112-111 113-114 114-115 115-116 116-117 117-118 11A_t10 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131- 132 132- 133 133-134 134- 135 135- 136 136-137 137-138 138-139 139- 140 140-141 141- 142 142-143 143- 144 144-145 145-146 146-147 147-148 148-149 leo_15n Length Driverr in Ground 2 `� Pile Tipon Elevati ............................................... .............................................. No. of blows last 6" Lost 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: • 0= Ground at time of driving ............................................................. 1-�/.�.1..-...... En ine_ er in Charge `) kESI^ENT EN7 r l;5 NS6C CIATES, F. C. BD 25 (4/68) STATE OF NEW PORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 * 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY -------- CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not -used) Date Driven fj�rPiG �/p Type and Size of Pile p,g,� �y �r71T" ...........y... ........ ............................................................................... (I( Wood, give species) Time f!v Pile No. —( Design Load Project........................................................................................................... County. ........................................ Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C.Case No. Railroad ....................................................:................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ............ Cut-off Elevation = 016 Location in Structure ORaL ............................................ .......... ............... Depth ofBlows Point • per Recorded Strokes Foot per Minute I Depth of Point • Blows per Recorded Strokes I I Foot p/er Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 54- 55 103-104 2- 4 55- 56 104- 105 4- ( 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-- 60 108- 109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 112-113 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 1 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 % 70- 71 119-120 22-23 71- 72 120-121 23-•24 72- 73 121-122 24-25 73- 74 122-12 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 Y 134-135 37-38 86-• 87 135-136 -4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 1 139-140 42-43 3 C110 91- 92 1 140-141 43-44 92--93 141-142 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 1 146-147 49-50 98- 99 147-148 50-51 1/ 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground Z y Pile Ti Elevation .............................................................. pon .............................................. No. of blows lost &' Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... • 0= Ground at time of driving ... .................................... En ineer in Charge RESIDENT E� "r - �0 gSbCKIATES, F. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven�Type and Size of Pile p/�,�. /�!/�r,Q..T �.... ... ............................................................... (If Wood, give species) Time Pile No. ,�-! Design Load ... ................ .................. ........................ Project .................... County ................................................................................................................................ Contract No. Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ i Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .....47a2'........... Cut-off Elevation = //f o Location in Structure a�/ ,� / .�..................................... ....... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute p. 2 I 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105- 106 6- 8 57- 58 106--107 8-10 58- 59 107- 108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-1 61-• 62 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 112-111 1 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 1 121-122 24-25 73- 4 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 16-37 85- 86 134- 135 37-38 86-- 87 1 135-136 39-39 97- 88 116-117 -4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 1 142-143 45-46 94- 95 1 143-144 46-47 04 95- 96 1 144-145 47-48 (7 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53iL 101-102 53-54'5 102-103 Length Driverr in Ground .23 ......................................................... No. of blows last 6" Last 3" .......................... ........................ Remarks: ......................... . 0 = Ground at time of driving Pile Tip Elevation .............................................. Last 2" Last 1" ....................... .................... .............................................................. .................,z: ................... En ineer in Charge "NMIDENT E Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 * 301 0- 2 DEPARTMENT OF TRANSPORTATION 54- 55 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 2- 4 ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD 104-105 (Strike out the one not used) Date Driven -.. ......... Type and Size of Pile G�/9.e / y... ...................................... Time ����� (If Wood, give species) Pile No. . Design Load Project ........................ County ......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P. ...................................... S.C. Case No. Rai Iroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 10-11 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... .......... Cut-off Elevation= �fQ Location in Structure s.40.4.�0pff��o Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of j Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point a Foot per Minute 0- 2 1 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105- 106 6- 8 57- 58 106--107 B-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 �1 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 1 117-111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 1 - 118-119 21-22 21-22 70- 71 119-120 22-23 71- 72 120-121 23-44 72- 73 121- 122 24-25 73- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 ' 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 86 134-135 37-38 101 86-- 87 135-136 .40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 4 142- 14 45-46 Q p 94- 95 143-144 46-47 ZIA 95- 96 144-145 47.48 96- 97 145-146 48-49 0 97- 98 146-147 _ 49-50 98- 99 147-148 50-51 Q 99-100 148-149 51-52 100-101 149-150 52-53 Z 101-102 53-54 102-103 Length Driver, in Ground 23 ................................................... No. of blows lost &.Lost T .......................... .................. Remarks: *0= Ground at time of driving Pile Tip Elevation .............................................. Lost 2"Last 1" ....................... .................... .................................................................... .......... D--� En ineer in Charge ��r�C1�r"') D c );ESIDENT Eta•_ CIATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile / -.......................... ................ ................................................ .............. (if Wood, give s'_.) Time Q�j.................... Pile No. 3 Z.. Design Load .................:.... .......................................................... Project Count Contract No. Bridge No. or Name .............................................................. S. H. No. P. S.C.Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ i Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...N-.... ............. Cut-off Elevation = / O Location in Structure ... ........... ........................... Depth of Point • Blows per Foot Recorded Strokes per Minute i Depth of Blows per Recorded Strokes I Point • I Foot per Minute Depth of Blows per Recorded Strokes Point ' Foot per Minute 0- 2 i 54- 55 103-104 2- 4 55- 56 104- 105 4- C, 56- 57 105- 106 6- 8 57- 58 106-•107 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 14- 15 15-16 63- 64 64- 65 112- 1 13 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 70-11 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 4 122-123 25-26 74- 75 123-124 26-2 75- 76 124- 125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31.32 80- 81 1 1 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 16-37 85- 86 134-135 37.38 V 86-- 87 1 135-136 3R-19 87- SS 116- 117 .4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 \ J 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 v (OQ 101-102 53-54 102-103 Length Driverr in Ground 23 Pile Tip Elevation ............................................................. No. of blows last 6..Lost 3" Last 2.. Lost 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... .........................................................................................................................._.�.7......................................... •0= Ground at time of driving 1i-r..�... En ineer in Charge RESIDENT I',- "'JAi'C :. `0C1AlES, F. C- Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 1.7 - 14 14-15 15-16 16-17 17-18 18-19 19--20 7o -?t 21-22 22-23 23--24 24-25_ 25-26 267_ 27-28 29-30 30-31 31-32 32-33 33-34 id- AS 77-4V 40-41 41-42 42-43 43-4u 46-47 47-48 48-49 50-51 51-52 52-53 53-54 Blows per Recorded Strokes Foot per Minute Depth of i Blows per Recorded Strokes Point • I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59 60 60- 61 G1-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 v - /4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- 82 82- 83 83- 84 94- 95 85- 86 86-- 87 87- 88 88- 89 89- 90 90- 91 91- 92 92--93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-10 102-103 Depth of Blows per Recorded Strokes Point a Foot per Minute 103-104 104-105 105- 106 106--107 107-108 108-109 109-110 110-111 111-112 117. 111 113-114 114-115 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 10-11 131- 132 132- 133 133-134 134- 135 135- 136 116- 137 137-138 138-139 139-140 140- 141 141-142 142-143- 143-144 42-14143-144 144- 145 145-146 146-147 147-148 148-149 149- 1 -SO Length Driverr in Ground 0—'-' Pile Tip Elevation .................................................................................... No. of blows last 6" Last 3" Last 2" Lost 1" Remarks: ........................................................................................................................................................... 0= Ground at time of driving .............................................................................. .......�Yer...... . .... En ineer in Charge D L Vr'0o�77 c r, 'TRESMENT P - ',J;�Ri ; S6OCIATES, P C- DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 * 31 • 30��1/ DEPARTMENT OF TRANSPORTATION DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY -------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not+used) Date Driven 3...?�®S' ......................................... Type and Size of Pile a,9.� �y .. ., ................................. ................................ (If Wood, give species) Time ................................................ Pile No. 3 Design Load .............. ... ......................................................... Project ....................................................................................... County......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No. ...................................... P. S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer................. ........................................................................................................ Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......n:r. ....... Cut-off Elevation = / d .......................................... Location in Structure �!/pL�O/Yiiti ZO, ,3 .............. ..................................... Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 1.7 - 14 14-15 15-16 16-17 17-18 18-19 19--20 7o -?t 21-22 22-23 23--24 24-25_ 25-26 267_ 27-28 29-30 30-31 31-32 32-33 33-34 id- AS 77-4V 40-41 41-42 42-43 43-4u 46-47 47-48 48-49 50-51 51-52 52-53 53-54 Blows per Recorded Strokes Foot per Minute Depth of i Blows per Recorded Strokes Point • I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59 60 60- 61 G1-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 v - /4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- 82 82- 83 83- 84 94- 95 85- 86 86-- 87 87- 88 88- 89 89- 90 90- 91 91- 92 92--93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-10 102-103 Depth of Blows per Recorded Strokes Point a Foot per Minute 103-104 104-105 105- 106 106--107 107-108 108-109 109-110 110-111 111-112 117. 111 113-114 114-115 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 10-11 131- 132 132- 133 133-134 134- 135 135- 136 116- 137 137-138 138-139 139-140 140- 141 141-142 142-143- 143-144 42-14143-144 144- 145 145-146 146-147 147-148 148-149 149- 1 -SO Length Driverr in Ground 0—'-' Pile Tip Elevation .................................................................................... No. of blows last 6" Last 3" Last 2" Lost 1" Remarks: ........................................................................................................................................................... 0= Ground at time of driving .............................................................................. .......�Yer...... . .... En ineer in Charge D L Vr'0o�77 c r, 'TRESMENT P - ',J;�Ri ; S6OCIATES, P C- BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 a 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not -used) Date Driven 3,�-p.r Type and Size of Pile �/-}.t /S. �• ��. �J— ........................................ .............. ............ ..... (If Wood, pies species) Time Pile No. �9 Design Load ................................................ ....... ....................................................... Project ........................ County ............................................................................................................................ Contract No. Bridge No. or Nome ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ....................................................:................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........................ Cut-off Elevation = /4/. Q Location in Structure T%OL�l1�Y/.t/ -'J, -� ........................................................................................... Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 1 54- 55 103-104 2- 4 1 55- 56 104-105 4- 6 56- 57 105-106 6_ g y 57- 58 106--107 B-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 _1 61-- 62 110-111 13-14 62- 63 111-112 1A. 15 15-16 63- 64 64- 65 113-114 16-17 65- 66 1 114-115 17-18 66- 67 115-116 18- 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 74-25 73- 74 122-123 25_26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 ' 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134- 135 37-38 86-• 87 135-136 97- 88 136-117 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- q 1 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47_48 96- 97 1 145-146 48-49 97- 98 1 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 - 2 100-101 149-150 52- 53 f/'O 101-102 53-54 102-103 i Length Driverrin Ground Z3 ........................• Pile Tip Elevation ................................................................................... No. of blows last &. Lost 3" Last 2' Lost'1" Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... 0= Ground at time of driving ......�4, clwlt'..lt �f •-•• En ineer in Charge UM�C WC0?.4- 7 e =, PRESIDENT ENC - 5,; OCiATES, NC5,;OCIATES, P. C BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 a 31 * 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY TEST OR RECORDED PILE DRIVING RECORD RACTOR: cEo. W. ROGERS CORP. (Strike out the one not used) Date Driven.......... Type and Size of Pile pigk ................................................................................................ (If Wood, give Species) TimePile No. . �O_Q Design Load ................................................ Project Count Contract No. Bridge No. or Name .................................................................................................... S. H. No. P. S. C. Case No. Rai (rood ....................................................:................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ... ............ Cut-off Elevation = �1 6 Location in Structure .G ......................................................... .............../2v.�D!i�i �/...i✓J.., 3... Depth of Point • Blows per Recorded Strokes Foot per Minute I Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 154- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 61-- 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 '66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-23 I1 71- 72 120-121 23-•24 72- 73 121-122 122-123 25-26 14 74- 75 123-124 26-27 75- 76 124-125 27_28 76- 77 125-126 28-29 77- 78 126-127 29.30 78- 79 127-128 30-31 79- 80 128-129 31.32 80- 81 ' 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 16-37 85- 86 134-135 37-38 86-- 87 135-136 .4 88- 89 137-138 40-41 89- 90 138-139 41-42 _90-91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 _ 94 142-143 45-46 94- 95 143-144 46-47 2 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 / J 100-101 149-150 52-53 101-IO2 53-54 8 102-103 Length Driverrin GroundZ y i ......................... Pile Tip Elevation ......................................... .... .................................. No. of blows last 6"Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks- ........................................................................................................................................................... ....................................................................................................................................................................... '0= Ground at time of drivings!r�rtt<%�.."Y. En ineer in Charge PRESIDENT Ef:�-. �;t'AKi3 aSSG`IATES, P. C- BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not used) DateDriven��J'.� Type and Size of Pile Q,s� ................... ....... ..................................................... (if wood, yiv. species) Time 2' pQ Pile No. �-3 Design Load ........................... ......................... .................................................. ProjectCounty .................................................................................................................................................... Contract No............................................................... Bridge No. or Name .............................................................. S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ......�..................... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ... .................. Cut-off Elevation Location in Structure Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 54- 55 103-104 2- 4 1 55- 56 104-105 4- 6 Ilk 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 1A. 15 15-16 63- 64 64- 65 117.111 113-114 16-17 65- 66 1 114-115 17-18 66- 67 - 115-116 8- 67- 68 116-117, 19--20 68- 69 1 117-118 69- 70 118-119 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 73- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 1 132-133 133-134 16 - 37\ 134-135 37-38 86-- 87 135-136 3R.19 R7- RR 116-137 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- q 142-143 45-46 94- 95 143-144 46-47 ly 95- 96 144-145 47-48 96- 97 1 145-146 48-49 97- 98 146-147 _ 49-50 4 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground 2 Y Pile Tip Elevation .............................................................................................. No. of blows last 6' Lost 3..Last 2 Last '1" Remarks' .................................................. I........................................................................................................ ....................................................................................................................................................................... '0= Ground at time of driving ...... J4.,..ga-F..*4... �u ............ En ineer in Charge L Vr'o O.�'. c c AZk�ESIDENT EN -1 . -a;✓� ,SSOCIATES, P. C +STATE OF NEW YORK DOLPHIN CONTRACT BD 25 (4/68) DEPARTMENT OF TRANSPORTATION PIN 0950 31 301 �/ DESIGN AND CONSTRUCTION DIVISION ORIENT POINT PERRY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven .3- ?;n.49 ` Type and Size of Pile '� �� ...........................t��� �y��.........�........................ �r (If Wood, giro sp.ci.$) Time �"/Q Pile No. r.. /� Design Load ................................................ ............................................. ................................. ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P.S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ....................... // Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....4P................ Cut-off Elevation = /�• d Location in Structure .712.. e.IV,,,/V ................................................ ...... a .: Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 12-13 13-14 IA- 15 15-16 16-17 17-18 18-19 19-2 - 19--20 21-22 22-23 23--24 24-25 25-26 27-28 28-29 29-30 30-31 31-32 32-33 33-34 4e. 45 -38 -1y-4v 40-41 41-42 42-43 4J-YV 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-• 60 60- 61 61-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 iu /1 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 Al- 82 82- 83 83- 84 84- 85 85- 86 86-- 87 87- 88 88- 89 89- 90 90- 91 91- 92 92-- 93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 100-101 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106--107 107-108 108-109 109-110 110-111 111-112 114-116 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124- 125 125- 126 126-127 127- 128 128-129 129-130 130-131 131- 132 132- 133 133- 134 134-135 135-136 I:, i- iia 138-139 139- 140 140-141 141-142 142-143 143-144 144-145 145- 146 146-147 147-148 148-149 leo-11n Length Driven in Ground ..................................................... Pile Tip Elevation.............................................. No. of blows last 6" Last 3" Lost 7. Lost '1" : .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... * 0= Ground at time of driving � "`� 2.�.�.c! ... .............. En ineer in Charge Wc lRES!^ENT E�:;' ;�SbONATES, P. C. DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION PIN 0950 31 031 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 9-1?71-99s— Type and Size of Pile d� �y K-�✓ 7! ........................................................................................................................... (If Wood, give spsciss) Time i�QPile No. --F'40 4; Design Load ................................. ......................... Project ........................................................................................................... County Contract No. Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...... J -a.......... Cut-off Elevation = 11K Location in Structure 4 3 ................................................. .... . Depth of Point • Blows per Recorded Strokes Foot per Minute 0- 2 40-41 2- 4 138-139 4- 6 90- 91 6- 8 42-43 8-10 140-141 10-11 tC 11-12 44-45 12-13 13-14 15-16 16-17 17-18 -1 19--20 70-21 21-22 77-71 I - ' 25-26 26-27_ 27-28 28-29 29.30 30-31 31-32 32-33 33-34 i6.;i Depth of Blows per Recorded Strokes Point • Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 61-- 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 /3- /4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 ou :6-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104- 105 105-106 106-407 107-108 108-109 log -110 110-111 111-112 113-114 114-115 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124- 125 125-126 126- 127 127-128 128-129 129-130 130-131 131-132 132-133 133-134 134-135 135-136 -4 88- 89 f 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51H 99-100 148-149 11.57 Finn -.int 149-1sn Length Driverr in Ground Z Pile Tip Elevation No. of blows lost 6" Last 3" Last 2" Last I" .......................... ............................. ....................... .................... Remarks • .........................................:........................................................................................................ ................................................... •0= Ground at time of driving ............................................................................................................... .................:.. ....... En ineer in Charge "NRESIDENT ENC ;,530CIATES, F. C. Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 31 30 2- 4 DEPARTMENT OF TRANSPORTATION ��1/ ORIENT POINT FERRY 4- 6 DESIGN AND CONSTRUCTION DIVISION 6- 8 ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not -'used) Date Driven J�•V Type and Size of Pile ................ ...................................................... .. ........... ............ Time .... (if Wood, giro species) Pile No. ��� Design Load ................................................................... Project........................................................................................................... County. ........................................ Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No. ...................................... P. S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D, A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ —11 Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .......c ..z........ Cut-off Elevation = - O .......... .. Location in Structure ............. . ............................ Depth of Point • Blows per Recorded Strokes Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 12-13 13-14 15-16 16-17 17-18 8-1 19--20 70-71 ` 21-22 I 22-23 1.-L1 25-26 96-77 27-28 28-29 29-30 30-31 31-32 32-33 33- 34 1d_ Ai 37-38 27-9V 40-41 41-42 42-43 gJ Mvu 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of Blows per Recorded Strokes Point - Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59 60 60- 61 61-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71. 72 72- 73 73- 4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- 82 82- 83 83- 84 86-- 87 88- 89 89- 90 90- 91 91- 92 92-- 93 4 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 703-104 104- 105 105-106 106-407 107-108 108-109 109-110 110-111 111. 111) 113-114 114-115 115-116 116-117 117-118 118.110 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131- 132 132- 133 133- 1 4 134-135 135- 136 136-117 137-138 138-139 139-140 140- 141 141-142 143-144 144-145 145- 146 146-147 147-148 148-149 1d9_1sn Length Driven, in Ground Pile Tip Elevation -.- No. of blows last &. Lost 3" Last 2" Last I" . .......................... ....,........................ ....................... .................... Remarks: ..................................................:........................................................................................................ ....................................................................................................................................................................... • 0= Ground at time of driving ......... Engine_ er in Charge ESID:NT E',"- ;`;'A'I,-'D J0'_IP.1ES, P. C, BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven ,�' ��f ®,r Type and Size of Pile Gtel/ %!C .......... ............................................. 9 (if Wood, give species) Time �•• 3v ................... Pile No. �...I................................ Design Load ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ....................................................:................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ....... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..fP.�J.............. Cut-off Elevation = /!J! r. Location in StructurepLff/l%� dUe� .......... .................. Depth of Blows per Point • Foot Recorded Strokes per Minute Depth of Point • Blows per Recorded Strokes i Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6_ 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 A 61- 2 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-1 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 1 1 - 118-119 21-22 f 21-22 70- 71 119-120 22-23 xt 71- 72 120-121 23-•24 72- 73 121-122 24-25 73- 74 122-12 25.26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29.30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33- 34 82- 83 131- 132 34-35 83- 84 132-133 133-134 134 -13 5 37-38 86-• 87 135-136 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 1 91- 92 1 140-141 43-44 92--93 141-142 4 1 142-143 45-46 117 94- 95 143-144 46-47 49 95- 96 144-145 47-48 #1 96- 97 145-146 48-49 J_ 97- 98 146-147 49-50 41 ly 98- 99 1 147-148 50-51 !` 99-100 148-149 51-52 100-101 149-150 52-53 Al 101-102 53-54 S 102-103 Length Driverr in Ground No. of blows last &' .......................... Remarks:..................................................:........................................................................................................ 2 g................................................. Last T, ............................. Pile Tip Elevation Last 2" Last I" ....................... .................... ............................................................................................... * 0= Ground at time of driving .......................................................... �--. En ineer in Charge 'KD"" L k'CO 0 RESIDENT E^:G iSSOCIATES, P. C. Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 9 301 Depth of Blows per Recorded Strokes Point • Foot per Minute DEPARTMENT OF TRANSPORTATION ORIENT POINT FERRY DESIGN AND CONSTRUCTION DIVISION 54- 55 ---------- CONTRACTOR. GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not''used) Date Driven-?- Z7'f9'�.7 Type and Size of Pile O/�� ............................................................................... ......................................... (If Wood, pi,* speci-s) Time ................................................ Pile No. �� Design Load .............................................................................. Project ......................................................................................... Count Contract No.Bridge .............................................................. No. or Name .............................................................. S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A....................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .S9 ........................ Cut-off Elevation = / Q .7t.... Location in Structure p /(% .........LIl,'i�/.s.........4..'.............. Depth of Point • Blows per Foot Recorded Strokes per Minute i Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107- 108 10-11 59-, 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 115-116 8_19 116-117 19--20 117-118 L69- -11921-22 119-12022-23 120-121 23--24 72- 73 121-122 74-25 71- 74 122-123 25.26 74- 75 123-124 26-27 75- 76 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 27-128 30-31 79- 80 28-129 f129-130 31-32 80- 81 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 365-37 85- 86 134-135 37-38 86-- 87 135-136 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 ,f 101-102 53-54 r 102-103 Length Driverr in Ground 2 / ......................................... Pile Tip Elevation . No. of blows last 6" Last 3" Last 2" Last f" Remarks: ........................................................................................................................................................... .................................................................................................. * 0= Ground at time of driving ................................................................ ......,--.:-I .......... Engineer in Charge qp.ESIDENT E ";;rlafi ,SSOCIATES; P. C DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION PIN 0950 31 30 � 1 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERNY ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven �- T and Size of Pile �y �� / 2%, i%�.............. Type ..................-................................ ? �• (if wood, giv. speci.$) Time /Q *Jj Pile No. /� Design Load ............................................... .... 3 �J g ........................................................................................................... County ty......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S. C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....,�yyr7/...... Cut-off Elevation Location in Structure ............................................................................................................ Depth of Point • Blows per Recorded Strokes Foot pec Minute Depth of iBlows per Recorded Strokes Point • i Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- C 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 _1 61-- 62 110-111 13-14 62- 63 111-112 IA- 15 15-16 63- 64 64- 65 117.111 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 69- 70118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 122-123 25-26 74- 75 123-124 7 - 7G 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 1 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 36-17 85- 86 134-135 37-38 86-- 87 135-136 .4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 5 96- 97 145-146 48-49 97- 98 1 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 G 100-101 149-150 52-53 (r 101-102 53-54 102-103 Length Driverr in Ground Pile Tip Elevation ............................................................................................................ No. of blows last 6" Lost 3" Last 2" Lost l" .......................... ............................. ....................... .................... Remarks: *0= Ground at time of driving ............................................................................... ............................ En ineer in Charge rL NVOODA-1 c um'rNT E'\ __ ' S�JCIATES, P. C, ' BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 O 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven "?-27"®`f Type and Size of Pile OjVIAl /� uT ......................I.................. ................................� . �... (If Wood, give species) i ................ 2Y....................... Design Load i Time ........................ Pile No. Project........................................................................................ .................. County ......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C.Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. .................,..... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .............7........ Cut-off Elevation = /y Location in Structure �e��f�i.tJ .................................... ................ �6.. 3...... Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 12-13 13-14 15-16 16-17 17-18 18-19 19--2 - 19--20 70-71 21-22 22-23 23--24 74-75 25-26 27-28 28-29 29-30 30-31 31-32 32-33 33- 34 I.A. AS 7 - 1]-- 40-41 41-42 42-43 43-44 47-40 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Blows per I Recorded Strokes Foot per Minute Depth of i Blows per Recorded Strokes Point • I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 !,1-• 62 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- 82 82- 83 83- 84 .I - 00 86-- 87 87- 88 88- 89 89- 90 90- 91 91- 92 92-- 93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106-407 107-108 108-109 109-110 110-111 111-112 113- 115-116 117-118 119-120 120-121 121-122 122-123 123-124 124- 125 125-126 126-127 127-128 128-129 129-130 130- 131 131-132 132- 133 133- 134 134- 135 135- 136 116-137 137-138 138-139 139-140 140-141 141-142 142-143 143-144 144- 145 145-146 146-147 147-148 148-149 149-150 Length Driverc in Ground ....... .x............................................. Pile Tip Elevation.............................................. No. of blows last 6" Lost 3..Lost 2" Last I.. Remarks: ........................................................................................................................................................... "0= Ground at time of driving .................. ...... En ineer in Charge r0l'DENT E `, Ako ;S�)OCIATES, r. C DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION PIN 0950 31 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven ' Type and Size of Pile o.VAe may% ........... .... 4.Wood, give sp�ci�s) Time �� .�................ Pile No. �-�� Design Load ........... Pro1 ....................... Count .................................................................................... y......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ....//................... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ................ Cut-off Elevation = l% Location in Structure Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 ti- 14 14.15 15-16 16-17 17-18 18-19 21-22 77.7 25-26 26.7_ 27-28 28-29 29-30 30-31 31-32 32-33 33-34 14-15 37-38 JY'4V 40-41 41-42 42-43 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of Blows per Recorded Strokes Point • I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 61-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 /I- /9 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 a.?- 00 86-- 87 88- 89 89- 90 90- 91 91- 92 92-- 93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 100-101 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106--107 107-108 108-109 109-110 110-111 111.119 113-114 114-115 115-116 116-117 117-118 11Y-1Lu 120-121 121-122 122-123 123-124 124- 125 125-126 126-127 127-128 128-129 129-130 1130- 131 131-132 132-133 133-134 134- 135 135- 136 136- 137 137-138 138-139 139-140 140-141 141-142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 149-150 Length Driverr in Ground��! Pile Tip Elevation ........ . ..................................................:......................... No. of blows last 6" Lost 3" Last 2" Lost l" Remarks: ..................................................:........................................................................................................ ....................................................................................................................................................................... *0= Ground at time of driving Engineer in Charge L C O._ RESIDENT EN ; SSOCiATES, P. C. + DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 0- 2 DEPARTMENT OF TRANSPORTATION 54- 55 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 2- 4 ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD 104- 105 (Strike out the one not used) Date Driven. ZT B� ................................. Type and Size of Pile .,qe /tr�� ................................................................................ 105- 106 (If Wood, give species) Time .3Q .................... f............. Pile No. ...................... Design Load ................................. .... Project ........................................................................................................... County ......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P. ...................................... S.C. Case No. Rai Iroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 59- 60 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ 60- 61 S25P Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .... ......... Cut-off Elevation = /y 0 ............................................ Location in Structure �pL �v R/' a 3 ..............,c!i� ............ ................ Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • ' Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 54- 55 103- 104 2- 4 55- 56 104- 105 4- 6 56- 57 105- 106 6- 8 57- 58 106--107 B-10 58- 59 107-108 10-11 59- 60 108- 109 11-12 60- 61 109-110 12-1 61-- 62 110-111 1 -14 1 62- 63 111-112 15-16 63- 64 64- 65 117 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 20-21 69- 70 1 - 118-119 21-22 F 2 1- 2-2 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 24-25 - 74 122-12 25-26 74- 75 123-124 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 A 79- 80 128-129 31-32 1 80- 81 129-130 32-3381- 82 130- 131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 134-135 37-38 86-- 87 _ 135-136 39-39 116- 117 40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 !_1 92--93 141-142 _ meq_ O 4 142-143 45-46 iKe 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49Id Ll 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverrin Ground Z y Pile Tip Elevation No. of blows lost 6" Last 3" Lost 2" Last 1" .......................... ............................. ....................... .................... Remarks: ................................................................................................................................................. //.....A�..-�....,�........ . `0= Ground at time of driving ....... �!/e ?9H� ./ ........ Engineerin Charge Y-V:D P. C. ' BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not used) ,Q Date Driven.. 3 -2 -B'S Type and Size of Pile �'`�� /fie, fE/•' ......................................................................................................................... (If Wood, pivs sp•ci•s) Timev Pile No. 3 / Design Load ............. ... Project County ............................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. .........�.--............... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......J... ............ Cut-off Elevation = U Location in Structure /� ..................................................l�rrs=%..'�V.................. Depth of Point • Blows per Foot Recorded Strokes per Minute Depth of i Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 1 103-104 2- 4 55- 56 104-105 4- G X, 56- 57 105-106 6- 8 b 57- 58 106--107 8-10 58- 59 107- 108 10- 1 59- GO 1 108- 109 11-12 60- 61 1 109-110 12-13 GI-• 62 110-111 1 -14 62- 63 111-112 15-16 63- 64 64- 65 112-111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19-•20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 122- 123 25-26 74- 75 123-124 26-27 75- 76 124-125 _ 27-28 76- 77 125-126 28-29 77- 78 126- 127 -29-30 - - -78- 79 -- -- -- 127-128 --- 30-31 _ _ 79- 80 -- 128-129 --31-32 80- 81 129-130 32-33 --- _ - — 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 35 - 36— 133- 1 4 --10-37 __�S -86 ____ 134- 135 37-38 86-- 87 135-136 38-39— _ -88 7 _-3-9 -A 0 88- 89 137- 138 40-41 89- 90 138-139 _ 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 _ 49.-65--- _ 94 142- 14 4G 94- 95 143-144 -45_- 46-47 95- 96 144-145 _ 47-48 96- 97 145-146 48-49 97- 98 146-147 -50 / v 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52- 53 101-102 53-54 sp�j'— 102-103 Ed Length Driverrin Ground 2 y Pile Tip Elevation ............................................................................................................ No. of blows last 6.. Lost 3" Last 2 Last 1" . .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... ' 0= Ground at time of driving�'t�r/ ............................................................. Engineer in Charge RESIDENT E BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY TEST_ OR RECORDED PILE DRIVING RECORD ONTRAC70R: GEO. W. ROGERS CORP. / (Strike out the one not used) Date Driven.. $ Type and Size of Pile r ..... ......../......�............................ (If Wood, pivo apseios) Time ��i'Q...� Pile No. Design Load ../.a ...................^. .................................................... Project County Contract No. Bridge No. or Name .............................................................. S. H. No. P. S.C. Case No ...................................... Railroad .................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .."17.7............ Cut-off Elevation = �y Location in Structure 3 Depth of Blows per Point • Foot Recorded Strokes pet Minute Depth of Point • Blows per Recorded Strokes I Foot per Minute Depth of Blows per Point • Foot Recorded Strokes per Minute 0- 2 54- 55 11V & a7 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6. 8 57- 58 106-407 8-10 12 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 20-71 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 24-25 73- 74 122 - 12 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126- 127 29-30 78- 79 127-128 30-31 31-32 79- 80 80- 81 128-129 129-130 32-33 130- 131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 16-17 85- 86 134- 135 37-38 86-• 87 135- 136 - 3R-39 R7- 88 116-117 _9__40. 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 _ 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 j% 97- 98 146-147 49-50 Z 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground No. of blows last &' ,�" y .. ..e.................................... Pile Tip Elevation .............................................. Last 3" Last 7' Last l" Remarks: ............................................................................................................................ ...................................... '0= Ground at time of driving ....... ................ �� En�ineerin Charge ft `,,' J��JN1C. w c L ...l t, ESI^ENT P,', Cut-off Elevation Location in Structure��11 DOLPHIN CONTRACT BD 25 (4/66) STATE OF NEW YORK Depth of Point • PIN 0950 • 31 i, 301 Depth of Blows per Recorded Strokes Point • Foot per Minute DEPARTMENT OF TRANSPORTATION DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY Q CONTRACTOR-. GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not usedd)r�� Date Driven Cl "4 ................................... Type and Size of Pile ' T -O [CG '� ................ .........................Y....................................... /) TimePile ................................................ ��/ (if Wood, give species) No. Design Load ProjectCounty ........................................................................................................... ......................................... Contract No. Bridge No, or Name.............................................................. S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 106--107 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ....../................. Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ................. .0 . , Cut-off Elevation Location in Structure��11 - ) Q.rl r,4f.......Q. r ... . Depth of Blows per Point • Foot Recorded Strokes per Minute Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 Q 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8- 10 58- 59 107-108 10- 11 59- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 69• 70 118-119 21-22 70- 71 119-120 71- 72 120-121 72- 73 121-122 L25 4 122-12 74- 75 123-124 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 16-37 _ 86 34-135 37-38 86-- 87 P135-136 39-39 97- 99 136-137 9.4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 1 141-142 44 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground 26. ..................... . Pile Tip Elevation .............................................................. No. of blows last 6" Lost 3" Last 2 Last 1" .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... • 0= Ground at time of driving ...CD ...... `.'rco�� � rENT Fr:, BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY TEST OR RECORDED PILE DRIVING RECORD ONTRACTOR: GEO. W. ROGERS CORP. (Strike out the one not used) Date Driven ��G ,Crra Type and Size of Pile ................................... ........�,�. /y... ..................... (if Wood, qiv* speci—) Time Pile No. Design Load ........5. .....a ................ ............................................. ................................. Project Count Contract No............................................................... Bridge No. or Name .............................................................. S. H. No.P.S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................... ................................................................................................ Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .... ....... Cut-off Elevation =Location in Structure d ........../..•................................. .....�l��f!I.tc%.. tl...r.... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- ? 2- 4 4- 6 6- 8 8-10 10-11 11-12 t 1.-14 16-15 15-16 16-17 17-18 18-19 19--20 ?n-71 21-22 22-23 23-24 24-25 25-26 27-28 28-29 29-30 30-31 31-32 32-33 33-34 14- 15 37-38 :�y-4v 40-41 41-42 42-43 47-40 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of Point • Blows per Recorded Strokes I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 V 59-• 60 60- 61 61-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70- 71 71- 72 72- 73 73- 4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 j 82- 83 83- 84 84- 85 85- 86 86- 87 87- 88 88- 89 89- 90 90- 91 91- 92 92-• 93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106-407 107-108 108-109 109-110 110-111 111-112 113-114 114-115 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122- 12 123- 124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131-132 132- 133 133-134 134- 135 135- 136 1J/ -1-1a 138-139 139-140 140-141 141-142 143-144 144-145 145- 146 147-148 148-149 1 da. 15n Length Driverr in Ground W Pile Tip Elevation ...... .................................................................:......................... No. of blows last &.Last 3" Last 2" Last l" .......................... ............................. ....................... .................... Remarks ....................................................................................................................................................................... •0= Ground at time of driving En ineer in Charge pEs,DENT E'�C F. C. r • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 * 31 • 301 0- 2 2- 4 DEPARTMENT OF TRANSPORTATION 1 54- 55 46 55- 56 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 4- 6 — CONTRACTOR. GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD 105-106 (Strike out the one not used) Date Driven�J li Type and Size of Pile /�� ...... ........................................... ;.. Time / ........... .....w .. ....................... (If Wood, pi— sp•ci•s) Pile No. ..................... Design Load ............. ...........-. / .................... Project ........................................................................................................... County ......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P. ...................................... S.C. Case Nd. Railroad ..............:................................................................. Make, Type and Number of Hammer......................................................................................................................... 11-12 Measured Stroke, S. A..................................................:................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ...........//.....�.... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... sK?......... Cut-off Elevation = �y Location in Structure tYR Ookllev42 Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of I Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point ' Foot per Minute 0- 2 2- 4 1 1 1 54- 55 46 55- 56 103-104 104.105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107- 108 10-11 59- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 IL 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 73- q 122-123 25-26 74- 75 123-124 75- 76 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130- 131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 134- 135 37-38 86-• 87 135-136 40 88- 89 137-138 40-41 ryl 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-•93 141-142 44-45 93- q 142-143 45-46 94- 95 143-144 46-47 95- 96 1 144-145 47.48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 15011 100-101 149-150 52-53 53-54 43T�101-102 102-103 Length Driverr in Ground Pile Tip Elevation ........................................................................................................... No. of blows last 6"Lost 3" Last 2 Last 'l.. .................. ....................... .................... Remarks:............1....................... ....................................................................................................................... ............................................................................................................................. .................... *0= Ground at time of driving .......... . Enyineerin Charge RESIDENT E^:C r,1�: ;,S6G�fATE`, P C_ • BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 * 31 O 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR. GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD © (Strike out the one not used) Dote Driven 3• Or Type and Size of Pile K ..........1�................... ........ 7.��. Sr.N............................. ........... . ... (If Wood, give species) // Design Load Time ..................... Pile No. >L? ................................................. Project County .................................................................................................................................................... Contract No ...................................... Bridge No. or Name .............................................................. S. H. No.P. S. C. Case No. Railroad ....................................................:................................................................. Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. .....``.................. Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..a.�..�%�......... Cut-off Elevation = �' Location in Structure��� ................ ...... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106-407 B-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 - 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 70-11 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 71- 4 122- 12 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 1 129-130 32-33 130- 131 33-34 82- 83 131-132 34-35 1 1 83- 84 132-133 133- 1 4 36-17 85- 86 134- 135 37-38 86-• 87 135-136 3,9-39 97- 88 136-137 .40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142- 14 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 Z 96- 97 145-146 48-49 ?i 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 C 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground & ... Pile Tip Elevation No. of blows last 6"Last 3" Last 2 Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ........................................................................................................................... • 0= Ground at time of driving ...��•••�rJ En ineer in Charge D L `.'r'C� O' -,) I r "NPESID-ENT c^ F. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY ------ CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven ��'�''S T and Size of Pile u .......................... (If Wood, give ap�cies) Time QPile No. 2 Design Load Project........................................................................................................... County ......................................... Contract No. Bridge No. or Name .............................................................. .............................................................. S. H. No.P. S.C. Case No. Railroad ...............................................................................-...................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. •...................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A.-...................... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads —1-20.......... Cut-off Elevation =P,5 in Structure ��,5 % Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104- 105 4- (, 56- 57 105- 106 6- 8 57- 58 106--107 8- 10 58- 59 107-108 10-11 59-- 60 108- 109 11-12 60- 61 109-110 12-11 61-• 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 117-111 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 73- q 122- 12 25-26 74- 75 123-124 75-76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 i 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 � 130- 1 1 33-34 82- 83 131-132 34-35 83- 84 132-133 RA. 85 133- 1 4 134- 135 37-38 86-- 87 135- 136 9-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-- 93 141- 142 44-45 93- 4 142- 14 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 1- 2 100-101 149-150 52- 53 101-102 53-54 70 102-103 Length Driverr in Ground /' No. of blows lost &.Last 3" .......................... ................ Pile Tip Elevation Last 2"Lost 1" ....................... .................... Remarks: .................................................. :........................................................................................................ ....................................................................................................................................................................... `0= Ground at time of driving............................................................. En ineer in Charge pES'.�EtvT E^ . BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 O 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not'usod) Date Driven e��s�C.'/®� T and Size of Pile........ ^— yfx ...................... ............. (if Wood, give species) Time ..................... Pile No. I �Q ............... Design Load Project........................................................................................................... County. ........................................ Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .....t�8........ Cut-off Elevation = �� Q Location in Structure Depth of Blows per Recorded Strokes Point • Foot per Minute I Depth of 1 Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0_ 2 I 54- 55 103-104 2- 4 55- 56 104-105 4- C 56- 57 105-106 6- 8 57.58 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 _1 61-• 62 110-111 1 -14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 14-11 H15- 17-18 66- 67 116 8-1 67- 68 116-117, 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 73- 74 122- 12 25_26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128_129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 36- 37 85- 86 134- 135 37-38 86-- 87 135-136 97- 88 136- 137 39-39 40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 4t-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146- 147 49-50 98- 99 147-148 50-51 99-100 148-149 1_ 2 100-101 149-150 52- 53A& 101-102 53-54 102-103 Length Driverr in Ground oe.Pile Tip Elevation .............................................. ............................................................ No. of blows lost &.Last 3" Lost 2 Lost 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ................................................................................................................................w.—` � *0= Ground of time of driving ...........x ......................................... Engineer in Charge PESlDENT E BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 a 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven ✓•�S �.S Type and Size of Pile Q�j/� ...... .......... ...... ........ .......... ... (If Wood, give species) i /, Time 11" .3G/ Pile No. Design Load ................................................ ^.............................................................. ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ...//................... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .......... Cut-off Elevation = //1 Location in Structure �....... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 Mwkvlz� e r 103-104 2- 4 55- 56 Aft 104-105 4- 6 X 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 117-111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 - 118-119 21-22 21-22 70• 71 119-120 22-23 V 1 71- 72 120-121 23-•24 72- 73 121-122 122-12 25-26 74- 75 123-124 7- 76 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 j 129-130 32-33 130- 1 1 33-34 82- 83 131-132 34-35 83- 84 1 132-133 133- 1 4 36-37 85- 86 134-135 37-38 86-- 87 135-136 81- 88 136-137 88- 89 137-138 40-41 89- 90 138-139 41-42 90. 91 139-140 42-43 91- 92 140-141 43 -_4 4 92-- 93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47_48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 u �7 100-101 1 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground —34-1 Pile Tip Elevation .............................................. No. of blows last 6..Lost 3' Last 2" Lost 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... *0= Ground at time of driving ........T ... f++r �""k? W1W- //�� Enyineerin Charge D L Rb nE ^; _ BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven �S �� Type and Size of Pile /�' �/ ..... ............... ..�� K.TT .......................... (If Wood, give species) Time f�42 Pile No. Design Load . ................. �...................................... Project Count Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........ .. ..... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .. .......... Cut-off Elevation = �4 Location in Structure -V Z4 N4, 3,,,, ................. .............. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- (. 56- 57 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 111 110-11L-- -14 13-14 62- 63 111-112 IA. 15 15-16 63- 64 64- 65 112-111 113-114 16-17 65- 66 114-115 17-18 66- 67 1 115-116 8-19 67- 68 116-117 19--20 68- 69 117-118 70-21 69- 70 118-119 21-22 ux 1 1 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 XM 73- 74 122- 12 25-26 74- 75 123-124 26-27 75- 76 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 i 127-128 30-31 79- 80 128-129 31-32 8o- 81 129-130 32-33 130- 131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 16-37 85- 86 134-135 37-38 86-- 87 135-136 _40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 d 98- 99 147-148 50-51 Q 99-100 148-149 51-52 100-101 149-150 52- 53 101-102 53-54 102-103 Length Driverr in Ground e.Ig. ...... Pile Tip Elevation ...... . .................................................................... No. of blows lost 6" Last 3" Lost 2' Lost 1" Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... ' 0= Ground at time of driving ' `�G ........ ........................................ En ineer in Charge JLWDTU "RP01DEN7 E�:� F+SS,Y:IATES, P. C. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 * 31 • 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD Q (Strike out the one not used) Date DrivenYSS T and Size of Pile .... . ....................... (If Wood, give sp*ci.a) Time !Q Pile No. .......... Design Load ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C.Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........ Ile ....... Cut-off Elevation= Location in Structure 0 �j/ f r/ .................................................... ............. ........... .. Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 7 2- 4 4- 6 6- 8 8-10 10-11 tl-i7 12-13 13-14 14-15 15-16 16-17 17-18 8-1 19--20 21-22 17.11 25-26 26 - 27_ 27-28 28-29 29-30 30-31 31-32 32-33 33- 34 14-15 WZ J7-- 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of Point - 1 Blows per Recorded Strokes I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-- 60 2-/ 63- 64 64- 65 65- 66 66- 67 '67- 68 68- 69 69- 70 70 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 RA_ RS 86-- 87 8'- 88 88- 89 89- 90 90- 91 91- 92 92-- 93 93- 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 100-101 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105- 106 106-407 107-108 108-109 109-110 110-111 111-112 3- 115-116 - 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122- 123 123- 124 124- 125 125- 126 126- 127 127- 128 128-129 129-130 130- 131 131- 132 132- 133 133- 134 134- 135 135- 136 136-137 137-138 138- 139 139- 140 140-141 141- 142 142-143 143-144 144-145 145- 146 146-147 147-148 148-149 t4v_isn Ago Length Driverr in Ground 4:L47Pile Tip Elevation .................................................................................... No. of blows last 6"Last 3" Last 2 Last I" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... * 0= Ground at time of driving . ee...... En�ineerin Charge RESIDENT E':: DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 DEPARTMENT OF TRANSPORTATION DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY --------- CONTRACTOR. GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 3' ,��� Type and Size of Pile /.�f7"L`L� ........lj�. �.............................................. 9 uu (If Wood, girt species) Time ..............9.i .^.�................. Pile No. � �..................... Design Load ................................. Project ........................................................................................................... Count Contract No. Bridge No. or Name S. H. No ....................................... P. S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ......./................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......./ Z......... Cut-off Elevation.Q Location in Structure ......................................... ..... .... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • Blows per Recorded Strokes I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 54- 55 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 (� 105-106 6- 8 `Ll 57- 58 106--107 8- 10 58- 59 0 107-108 10- 11 59-- 60 v 108-109 11-12 60- 61 Q 109-110 1 _ 61-- 62 110-111 1 -14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 r 166- 67 115-116 18- 67- 68 1 116-117 19--20 1 68- 69 1 117-118 69- 70 118-119 1 - 21-22 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 73- q 122- 12 25.26 74- 75 123- 124 26-2 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128_129 31-32 80- 81 1 129-130 32-33 130-131 33- 34 82- 83 131- 132 34-35 83- 84 132-133 133- 1 4 16-37 85- 86 134- 135 37-38 86-- 87 135-136 9-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 A 93- q 142-143 45-46 X 94- 95 143-144 46-47 A 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverrin Ground04 Pile Tip Elevation .......... ;� .............................................. No. of blows lost 6"Lost 3" Lost T Last 1" .......................... ............................. ....................... .................... Remarks: .......................................................................................................................................................... ........................................ * 0= Ground at time of driving ......................................................... En�ineerin Charge )tiESIDENT F 'S�;)IA.TES, F. C- - DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FERRY DESIGN AND CONSTRUCTION DIVISION 103-104 ---------- CONTRACTOR: GEO. W. ROGERS CORP. TEST_ OR RECORDED PILE DRIVING RECORD 104-105 (Strike out the one not'used) p Date Driven Type and Size of Pile ..........�...y... ...5...T. �E... ,.............................. ......................................... Time..............'..��..................... (If Wood, give sp.6-) 3 Design Load Pile No............. .... g ................................. ProjectCounty ....................................................................................................... ......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 10-11 11-12 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. •...................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..... Ci.?z........... Cut-off Elevation = ��, ............... Location in Structure 0p/��/js/ �. ..,' ............................ Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Point • Blows per Recorded Strokes I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 ( 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 11-12 59-- 60 60- 61 108-109 109-110 12-13 G1-• 62 110-111 1 -14 62- 63 111-112 14-15 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23 -•24 72- 73 121-122 4 122-12 25-26 74- 75 123-124 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 , 130- 1 1 33-34 82- 83 131-132 34-35 83 84 132-133 133- 1 4 134- 135 37-38 86-. 87 135- 136 67- 88 136- 137 40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 0-51 99-100 148-149 1- 2 100-101 149 -150 02 - 53 k55 101-102 3-54 102-103 Length Driverr in Ground Z.7 ................................................ Pile Tip Elevation.............................................. No. of blows last 6" Lost 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks ........................................................................................................................................................... ................................................................................................................. ................................................ * 0= Ground at time of driving _ /101.40-1 En�ineerin Charge ..� r �-:vCIATES, F. C. DOLPHIN CONTRACT ' BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 3J I DEPARTMENT OF TRANSPORTATION ORIENT POINT + •� ,� DESIGN AND CONSTRUCTION DIVISION GONTRACTOR: GFO. W. C00•' TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven .�"2� �-� Type and Size of Pile 4:511& /41 Wood, give species) Time / QQ Pile No. .+5/ Design Load ........................................................................................................................... Project County .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ............p........... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......`r/....'..... Cut-off Elevation =l� Q Location in Structure > P P .................................. Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 54- 55 103-104 2- 4 j 55- 56 104- 105 4- 6 56- 57 105- 106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59- 60 108-109 11-12 41 60- 61 109-110 12--1 61-• 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 112- 1 13 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 118- 11 - 21-22 70- 71 119-120 -- 22-23 14 1 71- 72 120-121 23--24 72- 73 121-122 24-25 IN IL 73- 74 122-123 25-26 74- 75 123-124 75- 76 124-125 27-28 _ 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 R1_ 82 130- 1 1 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 36- 37 857 86 134-135 37-38 86-- 87 135-136 9-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 4-4e 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97. 98 146-147 49-50 7 1 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven- in Ground�..tPile Tip Elevation ........`................................................. .............................................. No. of blows last 6" Last 3" Last 2" Last 1" .......................... .............. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... *0= Ground at time of driving ,�� G�/! ....... ......./Y! ............. RANDALL WOOOARC� 19rf eer in Charge RESIDENT ENGINEER WARD 'ASSOCIATES, R �, NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT I E ZY DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. CO.. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) ¢� Date Driven S-21 cr-f— Type and Size of Pile/Fy ....................................................................... (if Wood, yi,e spsciss) Time Pile No. 2^.s Design Load .............................................................................................................................. Project........................................................................................................... County......................................... Contract No. Bridge No. or Nome ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..�Q ............... Cut-off Elevation = / ,O Location in Structure p A46 Z ..............`�.................................... ..7�.. yQf/............................... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 15-16 16-17 17-18 18-19 19--20 21-22 22-21 25-26 76,77 27-28 28-29 29-30 30-31 31-32 32-33 33-34 U. IS 37 - Depth of Point • Blows per Recorded Strokes Foot per Minute 54- 55 41-42 55- 56 139-140 56- 57 91- 92 57- 58 43-44 58- 59 141-142 59-• GO 91- 94 60- 61 44-45 45-46 61-• 62 143-144 62- 63 95- 96 63- 64 64- 65 47-48 65- 66 145-146 66- 67 97- 98 67- 68 49-50 68- 69 147-148 69- 70 99-100 70- 71 71- 72 149-150 72- 73 "101- 73- 74 53-5411 74- 75 75- 7 76- 77 77- 78 78- 79 79- 80 80- 81 ' 82- 83 83- 84 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105- 106 106-407 107-108 108-109 109-110 110-111 111- 112 112-113 - 113-114 114-115 115-116 116-117 117- 118 nu.tto 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 131-132 132-133 133-134 134-135 135-136 .4 40-41 88- 89 89- 90 tai -azo 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 91- 94 142-143 44-45 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 149-150 52- 53 "101- 53-5411 102-103 Length Driverr in Ground Af Pile Tip Elevation No. of blows last &.Last 3" Last 2 Last 1" .......................... ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving ....• ......• RANDALL WOODARrf,r1q.irer in Charge RESIDENT ENGINEER VARD 'ASSOCIATES, P, t. DOLPHIN CONTRACT r BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT t FURY DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. UGe.13 COLD. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven ex Type Type and Size of Pile .......... ............................ ................ ...................................... (If Wood, gi— species) Time /0 _ 00 Pile No. z 7 Design Load .............................................................................................................................. ProjectCounty......................................... ............................................. ContractNo............................................................... Bridge No. or Name.............................................................. S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .... !�/............... Cut-off Elevation = / O Location in Structure ,l?a4�?r✓...f/a.............. ................................................... i Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11.12 15- L4 1A-15 15-16 16-17 17-18 18-19 19--20 2(1.21 21-22 22-23 25-26 26 - -27- 27-28 28-29 29-30 30-31 31-32 32-33 33-34 3 Jy-9V 40-41 41-42 42-43 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-• 60 60- 61 61-. 62 62- 63 63- 64 64- 65 65- 66 66- 67 67. 68 68- 69 69- 70 70 71 71- 72 72- 73 /1- /4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- R2 82- 83 83- 84 AA- " 86-- 87 ea- 5y 89- 90 90- 91 91- 92 92--93 93- 4 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 100-101 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105- 106 106-407 107-108 108-109 109-110 110-111 111- 112 117-111 113-114 114- 11 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 131-132 132-133 133-134 134-135 135-136 116-117 137-138 138-139 139-140 140-141 141-142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 1Ao.1cn Length Driverr in Ground .Z3. Pile Tip Elevation ...................................................................................................... No. of blows last &. Last 3" Last 2" Last 1" Remarks: ........................................................................................................................................................... .................................................................................. • 0 = Ground at time of driving ............................................................................ ,�........ RANDALL WOO'�AR&,Virer in Charge RESIDENT ENGINEER WARD ASSOCIATES, P, t, e i DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE -12Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. ".UGZ.:3 COti . TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven -3 2/ B� Type and Size of Pile C JS/ ................... ��........................................ (If Wood, give species) Time/lJ • -70 ....................... Pile No. Z.�........................... Design Load ................................. Project County ................................................................................................................................................ Contract No. Bridge No. or Name .............................................................. S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....lR ............... Cut-off Elevation = /�! O Location in Structure MW'p h° D, ...... ... z... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 111 15-16 16-17 17-18 18-19 19-•20 21-22 77-73 - l2 26 27-28 28-29 29-30 30-31 31-32 32-33 33-34 14-45 -38 Depth of Blows per Recorded Strokes Point • I Foot per Minute 54- 55 55- 56 56- 57 57- 58 58- 59 59-• 60 60- 61 61-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 72- 73 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 81- 82 82- 83 83- 84 84- 85 85- 86 86-• 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106--107 107-108 108-109 109-110 110-111 111-111) 113-114 114-115 115-116 116-117 117-118 LLY. acv 120-121 121-122 122-123 123-124 124-125 125-126 126- 127 127-128 128-129 129-130 131-132 132-133 133-134 134-135 135-136 .q 40-41 88- 89 89- 90 t�i-i�o 138- 139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 94- 94 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 1 97- 98 146-147 49-50 3 98- 99 1 147-148 50-51 99-100 148-149 - 2 � 100-101 149-150 5 3 d r53 101-102 - 54 102-103 Length Driverr in Ground ....... �............................................... Pile Tip Elevation.............................................. No. of blows lost &.Lost 3" Last 7. Lost l" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... .................................................................................................................��.................................................... • 0= Ground at time of driving kLG;,...�� ........ RANDALL W007ARCF19..irQf in Charge RESIDENT ENGINEER VARD ASSOCIATES, P, t, Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11_t) 1J- 14 16- 15 15-16 16-17 17-18 18-19 19--20 anal 21-22 22-23 23--24 24-25 25-26 27-28 28-29 29-30 30-31 31-32 32-33 33-34 1A.15 Depth of j Blows per Recorded Strokes Point • Foot per Minute 54- 55 70 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 61-62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105- 106 106--107 107-108 108-109 109-110 110-111 111-112 ')_ 113-114 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131-132 132-133 133-134 134-135 135-136 _q 40-41 DOLPHIN CONTRACT 'BD 25 (4/68) STATE OF NEW YORK PIN 0950 * 31 a 301 41-42 DEPARTMENT OF TRANSPORTATION ORIENT POINT 1'c.12Y 90- 91 DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. �;UGc­ COC . TEST OR RECORDED PILE DRIVING RECORD 91- 92 (Strike out the one not used) Date Driven....... — 21—,9-1-- .......... p� Type and Size of Pile.........0gA-- /.x.................................................... iii wood, sr..* spare.) Time // 30 ................................................ Pile No. 1 9' ....................... Design Load ................................. ........... ....... Project ........................................................................................................... County ......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P. ...................................... S. C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths ................................. Total Length Placed in Leads Cut-off Elevation = /'f/1. 0 ........................................... Location in Structure /U ....... �.�1 �ltJ........ :..Z..... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11_t) 1J- 14 16- 15 15-16 16-17 17-18 18-19 19--20 anal 21-22 22-23 23--24 24-25 25-26 27-28 28-29 29-30 30-31 31-32 32-33 33-34 1A.15 Depth of j Blows per Recorded Strokes Point • Foot per Minute 54- 55 70 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 61-62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105- 106 106--107 107-108 108-109 109-110 110-111 111-112 ')_ 113-114 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131-132 132-133 133-134 134-135 135-136 _q 40-41 88- 89 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 141-142 44-45 91- 142-143 45-46 143-144 46-47 144-145 47-48 145-146 48-49 L923 146-147 49-50 147-148 50-51 148-1492 1 149-150 52-53 253-54 3 Length Driverr in Ground ..........2 Z. Pile Tip Elevation .............................................. No. of blows last 6" Last 3" Last 2" Last 1" Remarks; ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving :.'....'�" ' �.��Charge .. RANDALL WOO'>ARrj9'r"r in Char e RESIDENT ENGINEER VARO 'ASSOCIATES, P, S,. E DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 . 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT 1'c12Y DESIGN AND CONSTRUCTION DIVISION CORP,CONTRACTOR: GEO. W. -�UGc.:3 TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile !S1 / f//' ........................................................................................................................ (If Wood, give species) Time Pile No. Z /(J Design Load ..............................................................'............................. g ................................. Project............................................................... County ..................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ............... Cut-off Elevation = /;!2 Location in Structure ..DG?4"&/,/Al Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0_ 2 54- 55 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 IA -1A 62- 63 111-112 15-16 63- 64 64- 65 112-111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8- 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-119 1 - 21-22 21.22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 73- 74 122-123 24-25 25_26 74- 75 123-124 26-27 75- 76 124-12 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 85- 86 134 -13 5 16-37 37-38 86-• 87 135-136 R7- AS 116-147 39-39 _4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 93- 4 142-143. 44-45 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 o 98- 99 147-148 50-51 O 99-100 148-149 51-52 100-.101 14 - 150 52-53 101-102 53-54 102-103 Length Driverr in Ground Y Pile Tip Elevation ............................................................................... No. of blows last 6"Last 3" Last 2 Last 1" .......................... ............................. ....................... .................... Remarks: •„_........ ............................................................................................................................................... .......................................................................................................................�............................................ •0= Ground at time of driving T`.. RANDALL WOODA.R�r?irer in Charge RESIDENT ENGINEER VARO 'ASSOCIATES, P, t, E DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 a 31 a 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT } £,12Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. ,:UGIL:J_ CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile C19& /y ........................................................................................................................... (If Wood, piw spoci*s) Time Pile No. 2-11 ...................... Design Load ................................. Project County Contract No. .................................. Bridge No. or Name .......................................................................................... S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ..../....... Cut-off Elevation Location in Structure .......................................... Depth of Blows per PointFoot Recorded Strokes per Minute Depth of Point • Blows per Recorded Strokes I Foot per Minute Depth of Point • Blows per Recorded Strokes Foot per Minute 0- 2 54- 55 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- g 57- 58 106--107 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 IA. 15 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8_19 67- 68 116-117 19--20 68- 69 1 _ 69- 70 119-119 21-22 70- 71 22-23 71- 72 23--24 72- 73 r123- 24-25 73- 74 25_26 74- 75 26-27 7 - 76 527.28 76- 77 28-29 77- 78 7 29.30 1 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 1 0-1 1 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86-- 87 135-136 3R-39 116 - 137 .4 BS- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- q 142-143 45-46 94- 95 143-144 46-47 95- 96 J 144-145 47-48 96- 97 1 145-146 48-49 97- 98 1 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 �i 101-102 53-54 Ij/ 102-103 Length Driven• in Ground No. of blows lost 6.. Remarks:........................................................................................................................................................... ....."? ............................................... Last 3" Pile Tip Elevation.............................................. Last 2 Lost V. ....................................................................................................................................................................... * 0= Ground at time of driving RANDALL WOO'�ARCF1yifeQr in Charge RESIDENT ENGINEER WARD 'ASSOCIATES, R � Cut-off Elevation = DOLPHIN CONTRACT :BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 a 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE.12Y Depth of Blows per Recorded Strokes Point • Foot per Minute DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. r:UGc.:; C . TEST OR RECORDED PILE DRIVING RECORD Depth of Point • (Strike out the one not used) Date Driven 2/ B.� Type and Size of Pile ................................................... .................................... ................ (If Wood, give species) Time 2 v - ................................................ Pile No. 2 -Z3...................... Design Load ............................................ Project........................................................................................................... County......................................... Contract No. .............................................................. Bridge No. or Nome .............................................................. S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ . Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads —:57? .............. Cut-off Elevation = ltf O Location in Structure Depth of Blows per Recorded Strokes Point • Foot per Minute i Depth of Point • Blows per Recorded Strokes i Foot per Minute Depth of Point • Blows per Recorded Strokes Foot per Minute 0- 2 54- 55 1/ 103-104 2- 4 55- 56 104-105 4- 6 56- 57 , 105-106 6- 8 57- 58 r 106--107 8-10 58- 59 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 70-11 69- 70 118-119 1 - 21-22 21-22 70- 71 119-120 22-23 71- 72 120-121 23-44 72- 73 121-122 24-25 74- 74 122-123 25-26 74- 75 123-124 26-27 75- 76124- 125 27-28 76- 77 125-12G 28-29 77- 78 J 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 Rl. R2 130-131 33-34 82- 83 131-132 34-35 83- 84 132- 133 134- 95 133-134 35-36 134-135 37-38 86-• 87 135-136 87- RR 136-117 3R-39 -4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 91- 4 142-143 44-45 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 - 2 100-101 149- 150 52-53 7 101-102 53-54 102-103 Length Driverc in Ground No. of blows last 6 ........................... Remarks:........................................................................................................................................................... ........3.............................................. Last 3" Pile Tip Elevation.............................................. Last 2"Lost ....................... 1" .................... ....................................................................................................................................................................... •0= Ground at time of driving �� RANDALL WOODAR&'?iteer in Charge RESIDENT ENGINEER WARD `ASSOCIATES, P, t, i DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 . 31 a 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT fc.12Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. ,'0G`. _ CO:%P. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven....... .'?✓' ............... Type and Size of Pile ........434k. ........... . ..... (If Wood, give species) Time ,'j Cj Pile No. 2 /�/ Design Load ......... :......................................................................................................... Project................................................................ County .................................................................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ,_5.-7. ......... Cut-off Elevation = /f O Location in Structure .�uG ep% ��� ...............:.................................... ..... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • j Blows per Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 54- 55 11 Q 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105- 106 6- 8 M 57- 58 1 106-407 B-10 58- 59 1 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 8-1 67- 68 116-117 19--20 68- 69 117-118 69- 70 1 - 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 24-25 73- 74 122-123 25.26 74- 75 123-124 26-27 7 6 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- BO 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 1 131-132 34-35 83- 84 132-133 1 -1 4 134-135 37-38 86-• 87 135-136 -4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-14 92--93 141-142 93- 94 42- 14 H43- 44-45 45-46 94- 95 144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 'L 99-100 148-149 51-52 y 'ri 100-101 149-150 52-53 y2 101-102 53-54 j/ r 102-103 Length Driverr in Ground......Z/................................................. Pile Tip Elevation.............................................. No. of blows last 6.. Lost 3 Last 2..Lost 1.. ....................... .................... Remarks: ........................................................................................................................................................... ......................................................................................................................�..................../............................ •0= Ground at time of driving ..... RANDALL WOODARIf'j9rg°Of in Charge RESIDENT ENGINEER WARD 'ASSOCIATES, P, �„ 0 i DOLPHIN CONTRACT 'BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 or 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE.11Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. r:UGc.: CORP ---------- TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven mss Type and Size of Pile /(/ ..........��...................................... . .......... ..... (If Wood, pies species) Time ............. O d Pile No. 2 /S g Desi n Load .. ............................... ............................................................................. ProjectCounty .................................................................................................................................................... Contract No............................................................... Bridge No. or Name .............................................................. S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ... ........... Cut-off Elevation = �O .......................................... Location in Structure .... JT aG .t.1...F%....z ........ Depth of Blows per Point • Foot Recorded Strokes per Minute Depth of Point • Blows per Recorded Strokes I Foot per Minute Depth of Point • Blows per Recorded Strokes Foot per Minute 0. 2 54- SS 103-104 2- 4 N 55- 56 104-105 4- F 56- 57 105- 106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 1A. JS 15-16 63- 64 64- 65 112-111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117- 118 69- 70 118-11 21-22 1 70- 71 119-120 22.23 71- 72 1 120-121 23--24 72- 73 121-122 24-25 73- 74 122-123- 22-1225-26 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 _78 - 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 110-131 33-34 82- 83 131-132 34-35 83- 84 132-133 1 -1 4 36-37 85- 86 134-135 37-38 86-- 87 135-136 _q 88- 89 137-138 40-41 89- 90 1 138-139 41-42 90- 91 1 139-140 42-43 91- 92 1 140-141 43-44 92--93 141-142 44-45 93- q 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground.... No. of blows lost 6" .......................... Remarks............................................................................................................................................................ .................................................. Last 3" ............................. Pile Tip Elevation.............................................. Last 2" ....................... Last l" .................... ....................................................................................................................................................................... •0= Ground at time of driving .... . RANDALL WOODARC,'19'geer in Charge RESIDENT ENGINEER VARD 'ASSOCIATES, P, L, BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 33 ® 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY TEST OR RECORDED PILE DRIVING RECORICONTRACTOR: GEO. W. ROGERS CORP. (Strike out the one not used) Date Driven 3- 20 -Q-S_� Type and Size of Pile ................................. yp........ `~%Z��n...........��..................................... (If Wood, give species) Time �', Design Load .............................. Pile No. ................................ Project Count Contract No. Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S.C. Case No...................................... Rai (road ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. .......//................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......fr?.�... /... Cut-off Elevation = / (j Location in Structure 2 Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • i Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 j 54- 55 103-104 2- 4 55- 56 y 104-105 4- 6 6- 8 56- 57�_!gV 57- 58 105-106 106--107 8-10 58- 59 107-108 10-11 59- 60 108-109 11-12 60- 61 109-110 12--1 61- 62 110-111 13-14 i 62- 63 111-112 14-15-- 16 63- 64 - 64- 65 113-114 __L5- 16-17 _ 65- 66 114-115 17-18 _ 66- 67 115- 116 18-19 67- 68 116-117 19--20 68- 69 117-118 69- 70 118-11 21-22 70- 71 _ 119-120 22-23 71- 72 120-121 23--24 - 72 - 73 121- 122 24-25 _ 122-123 25-26 ___73_-_7_4_ 74- 75 123-124 X27_ 75- 76 _ 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79-80 128-129 31-32 80- 81 129-130 32-33 1.30- 1 1 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 134 R6-37 85- 86 134-135 37-38 86-• 87 135-136 3L� 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 4 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 Q 99-100 148-149 51-52 100-101 149-150 52-53 ?/ 101-102 53-54 s' 102-103 Length Driverrin Ground Pile Tip Elevation ....................................................... No. of blows last 6"Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... *0= Ground at time of driving ......�...P !.............."C/...?'%ew.4/.:C••• RANDALL WOO&#6eir, Charge RESIDENT ENGINEER WARD, ASSOCIATES, P. �. r NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall] be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the f- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. k BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT PIN 0950 o 31 o 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FERRY DESIGN AND CONSTRUCTION DIVISION ---------- CONTRACTOR-. GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven ,,? ��-f Type and Size of Pile Driven..,,? .................................................................................. (If Wood, give species) Time ...................... Pile No. Design Load .. .............................. ................................ ProjectCounty .................................................................................................................................................... Contract No. Bride No. or Name S. H. No ....................................... P. S. C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......._Jr ..'..... Cut-off Elevation Location in Structure J%G�Of1i.J . .2 ............................................. Depth of Point Blows per Recorded Strokes Foot per Minute I Depth of I Point - Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 j 54- 55 Q 103-104 2- 4 j 55- 56 104-105 4- 6 56- 57 105- 106 6- 8 57- 58 106-407 8-10 58- 59 107- 108 10-11 59- 60 108-109 11-12 60- 61 109-110 12--1 61- 62 _ 110-111 13-14 62- 63 i 111-112 14 15-- 15.16 -- 63- 64 64- 65 113-114 16-17 4 65- 66 114-_115 _ 17-18 66- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 '20-i 69- 70 118-112 21-22 70- 71 119-120 22-23 71- 72- -- 120-121 -- 23 -24 72- 73 121-122 24-25 73- 74 122- 123 _ 25-26 74- 75 _ 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-3 78- 79 �— - 127-128 _Aj0 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 134 85-86 134-135 37-38 86-- 87 135-136 136-137 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 4 142-143 _ __41-4 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97_ qg 146-147 49- 50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52- 53 101- 102 53-54 102-103 Length Driverr in Ground Q Pile Tip Elevation ........................................................ No. of blows last 6" Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ...................................................................................................................................................................... *0= Ground at time of driving .......//G- L...LJ IDAI l WOO'Rq�,e�r Charge RESIDENT ENG;Nt1„ 'ARD WSSOCIATES, P. G. NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CUf'i i fart, PIN 0950 ® 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FERRY DESIGN AND CONSTRUCTION DIVISION ---------- CONTRACTOR: GEO. Vi. RCGE.;', CORP TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date DrivenType and Size of Pile S" ..............T..��� ........ (If Wood, give species) i Time ti Pile Pile No. 2— Design Load Project County......... ......................................... Contract No............................................................... Bridge No. or Name .............................................................. S. H. No ....................................... P. S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A.......................................................0.............. Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths p ......................................................... Total Length Placed in Leads ...... t�1......... Cut-off Elevation = / 4 j Q Location in Structure ,�OL� �/ i .............................................. ................. Depth of Blows per Recorded Strokes Depth of Blows per Recorded Strokes Depth of Blows per Recorded Strokes Point • Foot per Minute Point • Foot per Minute Point * Foot per Minute 0_2 _ 54- 55 Q 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 1 105- 106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59- 60 108-109 11-12 60- 61 109-110 12--13 _ 61-- 62 110-111 _ 13-14 _ _ 62- 63 111-112 - 14- L5- 63- 64 112-113 - -- - 15-16 64- 65 i 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 18-19 -- 67- 68 116-117 ----- - 19--20 68- 69 117-118 _ ?0-2J _ 69- 70 118-11 21-22 70 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 24-25 1374 -122-123 25-26 74- 75 123-124 75-6 124-125 27-28 76- 77 125-126 ---- - 28-29 77- 78 126- 127 — 29-30 78- 79 127-128 30-31 79 80 _ 128-129 -- - 31-32 80- 81 129-130 32-33 81- 82 10-11 33- 34 82- 83 131- 132 34-35 83- 84 132-133 133- 134 Z 8 -_ 86134-135 _ 37-38 86 87 - - 135-136 38-19 87- SS 136-137 39-40 88- 89 137-138 40-41 89- 90 138-139 41-42 _ 90- 91 139-140 42-43 91- 92 140-141 ---------- — -- -- --- 43-44 \_ 92--93 _ 141-142 4-4 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 _ 50-51 99-100 148-149 51- 52 100-101 149- 150 52-53 101-102 53-54 102-103 L: Length Driverr in Ground 7-21, Pile Ti Elevation .............................................................. p ................................... No. of blows last 6' Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ----------- ..------ .--- .................................................................................................................................—..a.......... * 0= Ground at time of driving .. Engineer in Charge 'kXESIDENT ENGINES;; `ARD ASSOCIAik NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energ7 may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 ® 31 ®?X31 DESIGN AND CONSTRUCTION DIVISION ---------- ORIENT PC'`; '` TEST OR RECORDED PILE DRIVING RECORD CONTRACTOR: GFU. (Strike out the one not used) Dote Driven .,f--/� 4?�'" Type and Size of Pile�,�� ............................................... (If Wood, give species) Time /Q f/s- Pile No. Design Load ............................................. g ................................. Project Count Contract No . ............................... Bridge No. or Name .............................................................. S. H. No. P.S.C. Case No. Railroad Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .......4.1....... Cut-off Elevation Location in Structure ...... ....L% ..................... X/p 0- Depth of Blows per Point • Foot Recorded Strokes per Minute Depth of I Point . 1 Blows per Recorded Strokes Foot per Minute Depth of Blows per Point • Foot Recorded Strokes per Minute 0- 2 j 54- 55 103-104 2- 4 55- 56 104-105 4- 6 6- 8 56- 57_L-� 57- 58 105- 106 106--107 8-10 58- 59 107-108 10-11 59- 60 108-109 11-12 60- 61 109-110 12-1 61-- 62 110-111 13-14 62- 63 _ 111-112 - - - -- -- ---14 15- -- 15-16 - 63- 64 64- 65 112 113-114 16-17 65- 66 114- 115 17-18 66- 67 115-116 18-19_-- 67- 68 116-117 _ 19--20 68- 69 117-118 69' 70 118-11 21-22 70- 71 119-120_ 22-23 71- 72 120-121 23-24 72- 73 121-122 e15- 74 122-123 __ 25-26 _ _- __73- 74- 75 123-124 26-2 7_ 75- 76 124- 125 -_ _ _ 27-28 76- 77 125-126 �_-- 28-29 - 29-30 77- 78 78- 79 -1216-127 127- 128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130- 1 1 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 36-37 37-38 8 86 86- 87 134-135 135-136 38 32 —_____1_3_6_-_L3- - -- -- 39-40 88- 89 137-138 40-41 89- 90 138-139 _ 41-42 90- 91 139-140 - - 42-43 91- 92 140-141 43-44 4-4 92-- 93 - 94 141-142 142-143_ 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 Q 98- 99 147-148 50-51 U 99-100 148-149 51-52 2 100-101 _- 149-150 52-53 101-IO2 53 -54 .�'� 102-103 Length Driverrin Ground No. of blows last 6" .......................... Remarks:........................................................................................................................................................... Z O .............................................................. Last 3" ............................. Pile Tip Elevation .............................................. Last 2" Last 1" ....................... .................... ..................................................................................................................................................................... * 0= Ground at time of driving ............... o;�� ..................... Engineer in Charge AMID—ALL WOODARD, P. E RESIDENT FNr-•r,­ 'S_C1_A T_ NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. r BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT RACT DEPARTMENT OF TRANSPORTATION PIN 0950 a 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POUNT FERRY TEST OR RECORDED PILE DRIVING RECSRVpN TRACTOR: GEO. W. ROGERS CORP. (Strike out the one not used) Date Driven Type and Size of Pile .................. If Wood, give species) Time Pile No. C' Design Load Project Count Contract No. Bridge No. or Name .............................................................. S. H. No.P. S.C. Case No. Rai Iroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........//............... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........ �P... ...... Cut-off Elevation = Location in Structure ......0... .. ...........DCI. Depth of Point Blows per Recorded Strokes Foot per Minute Depth of Blows per I Point • Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point " Foot per Minute 0- 2 j 54- 55 1 103-104 2- 4 55- 56 1 104- 105 4- 6 G- 8 56-57 -- �- 57- 58 105- 106 106--107 8-10 10-11 58- 59 59-- 60 107-108 108-109 11-12 60- 61 109-110 12--1 61-- 62 -- 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 113-114 16-17 65- 66 1 114_-115_ - 17-18 66-67 115-116 18--19 67- 68 - -- - 116-117_ _ 19--20 _ 68- 69 117- 118 - ?1 69- 70 21-22 22-23 70- 71 71- 72 - 119-120 120-121 23-24 72- 73 121-122 _ 74 122 - 123 25-26 _73- 74- 75 123-124 7 75- 76 L24-125 27-28 76- 77 125-126 28-29 29-30 77- 78 78- 79 126-127 127-128 30-31 79 - 80 128-129_ ---_ 31-32 80- 81 129-130 32-33 130- 131 33-34 82- 83 131-132 34-35 83- 84 132-133 35- 36 95 133-134 36. _I -,L__85 37-38 - _ 86 86- 87 - 134-135 135-136 - - � --- ---- 1 30- 13 39-40 88- 89 137-138 _ 40-41 89- 90 _138- 139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 _141- 142 4- 4� 93- 94 _ 142- 143 45-46_ 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98 99 - 147-148 --_-- 50-51 -- 99-100 148-149 51- 52_ 100 - 101 149-150 52- 53 101- 102 53-54 102-103 Length Driven- in Ground 2 l Pile Tip Elevation ............................................................... No. of blows last 6" Last T, Last 2" Last I" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... *0= Ground at time of driving WDALL WOQD4fq Winner in Charge RESIDENT ELGIN `� BARD ASSOCIATES, NOTE: Approximately one pile in each 10 driven, at least one in each footing, sM[l be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. .' BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 e 31 e 301 DESIGN AND CONSTRUCTION DIVISION ORIENT POINTEPZD i ---------- CONTRACTOR: GEO. W. ROGER5 CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile .- ...9.- ..................... .......%............................................. (If Wood, give species) Time OO Pile No. Design Load ........................................ ........................ Project County ...........................................................................................................C......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No ....................................... P. S. C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. .......//................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .........:q ...Z..,..... Cut-off Elevation = Location in Structure tructure .......... ....... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes I Point • Foot per Minute 0— 2 j 54- 55 2- 4 55- 56 4- 6 6- 8 56- 57 57- 58 8-10 58- 59 10-11 Q 59-. 60 11-12 60- 61 12-43_ 61-. 62 13-14 62- 63 14-15 15-16 63- 64 64- 65 16-17 - 65- 66 17-18 66- 67 - — 18-19 67- 68 19--20 68- 69 — 69- 70 21-22 70- 71 — 22-23 71- 72 23-24 72- 73 24-25 73- 74 25-26 74- 75 c27 75- 76 27-28 76- 77 28-29 77- 78 29-30 78- 79 30-31 _ 79- 80 31-32 - -- 80- 81 32-33 81- 82 33-34 82- 83 34-35 83- 84 36-37 85- 86 37-38 86-- 87 DB2 39-40 - _ - 88- 89 40-41 89- 90 41-42 90- 91 42-43 91- 92 43-44 92-- 93 44-45 4 45-46 94- 95 46-47 95- 96 47-48 96- 97 48-49 97- 98 _ 49- 50 98- 99 50-51 99-100 51-52 100-101 52-53 101-102 53-54 102-103 Depth of Blows per Recorded Strokes Point - Foot per Minute 103-104 104- 105 105-106 106--107 107-108 108- 109 109-110 110-111 111- 112 112-111 113- 114 114- 115 115- 116 116-117 117-118 iao-ii1 119-120 120-121 121 - 122 122-123 _123- 124 124- 125 125-126 126-127 127- 128 128-1'29 129-130 130- 131 131- 132 132- 133 135- 136 136-137 137-138 138-139 139- 140 140-141 141-142 142- 143 143- 144 144-145 145- 146 146-147 147- 148 148-149 tbo_tsn Length Driven -in Ground 2 2 / Pile Ti Elevation ..................................................... p ................................ I............. No. of blows last 6" Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks:........................................................................................................................................................... ........................................................................................................................................................................ *0= Ground at time of driving ........40100 NANOALL WOOCPygtpe{ . to Charge RESIDENT ENGINEER WARD ASSOCIATES, P. C. r NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. • BD 25 (4/68) STATE OF NEW YORK DOLPHIN CO(R)ACT • DEPARTMENT OF TRANSPORTATION PIN 0950 * 31 Y 301 0- 2 2-4 DESIGN AND CONSTRUCTION DIVISION ORIENT POINT FERRY 54- 55 1 5/ j 55- 56 ----------CONTRACTOR: GEO. W. ROGERS TEST OR RECORDED PILE DRIVING RECORD CORia. 56- 57 57- 58 (Strike out the one not used) Date Driven 3- 8. ......... . .............. ... Type and Size of Pile ................................................................................. 58- 59 (if Wood, give species) Time /: ••30 ................................................ Pile No. 2 .- Design Load .............................................................................. ProjectCounty ........................................................................................................... ......................................... Contract No. .................... Bridge No. or Name .............................................................. S. H. No. ...................................... P. S.C.Case No. Rai Iroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. .....//.................. Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....411............ Cut-off Elevation = ............. ...................................... Location in Structure .............. Depth of Point * Blows per Recorded Strokes Foot per Minute j Depth of Blows per Recorded Strokes I Point ' Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2-4 A 54- 55 1 5/ j 55- 56 103-104 104- 105 4- 6 6- 8 56- 57 57- 58 105- 106 106--107 8-10 58- 59 107-108 10-11 59- 60 108-109 11-12 60- 61 109-110 12-_1 _61-- 62 - I10-111 13-14 --14- 15 --_ 15.16 _ - 62- 63 63 64 - - --- 64- 65 111-112 113- 114 16-17 1-1- 18 65- 66 66- 67 114-115 115- 116 18-19 67- 68 - — 116-117 19--20 68- 69 117-118 - — 1 -- -- -- -- - 69- 70 _ 70- 71 118-.11 - 1197120 21-22 22-23 71- 72 120-121 _ 23--24 727 73 121- 122 74 25-26 74- 75 1 123-124 26-27 -- 75- 76 124-125 — 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 — -- - 79- 80 — -- 128-129 -- 31-32 -- 80- 81 129-130 32-3381- 82 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 134 37_85--_ 86 134-135 37-38 — 86-- 87 135-136 1 -131_ -- 39-40 88- 89 137-138 40-41 _ 89- 90 138-139 41-42 90- 91 139-140 - 42-43 91- 92 140-141 43-44 92--93 141-142 4_4 _ 4 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49- 50 a 98- 99 147-148 - 50-51 Q 99-100 148-149 - 51-52 100-101 149-150 53 _ 101-102 _52- 53-54 102-103 Length Driverrin Ground Z Z Pile Tip Elevation ...................................................................................................... No. of blows last 6" Last 3" Last 2" Last 1" Remarks: ........................................................................................................................................................... ................................................................................................................/.�..—............................................ -.... *0= Ground at time of driving ....•�F ..�•`."`'•• .. .�NDALL Wot_i ..)Engineer in Charge PRESIDENT ENGINEER N%RD ASSOCIAM, P NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. • BD 25 (4/68) STATE OF NEW YORK DOLPHIN CONTRACT DEPARTMENT OF TRANSPORTATION PIN 0950 • 31 DESIGN AND CONSTRUCTION DIVISION ® 30I ORIENT POINT FERRY TEST OR RECORDED PILE DRIVING RECO 91RACTORt GEO, W. ROGERS CORp, (Strike out the one not used) Date Driven .,� / 9 495- ................... ................ Type and Size of Pile 0 k ................ - � / <26 Y... ...................................... (If Wood, give species) Time �� 3a .......... ...................... Pile No. -' .................. ...................... Design Load g ................................ ProjectCounty ........................................................................................................... ......................................... Contract No. Bridge No. or Name S. H. No ....................................... P. S. C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .....4.0.......... Cut-off Elevation Location in Structure ......................................................... ............. Depth of Blows per Recorded Strokes Depth of Blows per Recorded Strokes Depth of Blows per Recorded Strokes Point * Foot per Minute I Point ' Foot per Minute Point ' Foot per Minute 0- ? 54- 55 103 104 2- 4 55- 56 104-105 4-_( 56- 57 105- 106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 79-_-60 108-109 11-12 60- 61 109-110 12-1 61--_62 110-111 13-14 _ _ 62- 63 111-112 -�4- 63- 64 15-16 64- 65 11_3-114 16-17 65- 66 114-115 17-18 _ _ 66- 67 115-116 18-19 - 67- 68 - -116-117 19--20 68- 69 117- 118 _�IL-21 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23-24 72- 73 121-122 _ _ _ 74 122- 123 _ 25-26 —71- _ 74- 775 123-124 26 _27 _ i 75_- _76 124- 125 _ 27-28 76- 77 125-126 _ 28-29 --- 9 -- - 77- 78 126-127 29-30 78- 79 127- 128 30-31_ - - 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 8 - 86 -36-_37 37-38 37-38 - 86-• 87 __134-135- ___134-135____ 135-136 - 39-3987- 89 116-137 -- _. 39-40 -- 88- 89 137-138 40-41 89- 90 138-139 _ 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 ---4_4 - 92.-93 141-142 -- _ - 94 __ 142-143 45-46 94- 95 143-144 - 46-47 95- 96 144-145 47-48 96- 97 145-146 _ 48-49 97- 98 146-147 49-50 O 98- 99 147-148 50-51 Iva 99-100 148-149 51-52 100-101 149-150 53 7i 101-IO2 _52- 53-54 102-103 Length Driven, in Ground ZO / Pile Tip Elevation ............................................................................................................ No. of blows last 6" Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... *0= Ground at time of driving JaiDALL WOODARCfn®irEeer in Charge RESIDENT ENGINEER 1 Rty ASSOCIATES, P; S NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should ba as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one cr more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. DOLPHIN CONTRACT r a BD 25 (4/68) STATE OF NEW YORK PIN 0950 ® 31 o 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FERRY DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. ROGERS CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Dote Driven 3..� Type and Size of Pile ............ ... ...................................................................................................... (If Wood, give species) Time „�'QQ Pile No. 2 �2 Design Load ... ........................................................ Project Count Contract No. Bridge No. or Name ............................................................................................................. S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ............... Cut-off Elevation = Location in Structure ��� /�/�,tJ ?x A ' ..................................................... .... ........... Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-17 13 - 14 14-15 15-16 16-17 17-18 18-19 19--20 zn- 71 21-22 7? -9, L4 -L) 25-26 26--2-7- 27-28 6_- 27_27-28 28-29 29-30 30-31 31-32 32-33 33-34 34-35 37-38 2y -qv 40-41 41-42 42-43 43-44 47-40 46-47 47-48 48-49 49-50 50-51 51-52 52- 53 53-54 Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 54- 55 55- 56 56- 57 1 57- 58 58- 59 59-- 60 60- 61 61 62 _62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 RA- AS 86-• 87 87- 88 88- 89 89- 90 90- 91 91- 92 92-- 93 93 94 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101- 102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104- 105 105- 106 106--107 107- 108 108- 109 109-110 110-111 111- 112 112- 11.3 113- 114 _ 114-115 115- 116 116-117 117-118 11R-119 119-120 120-121 121- 122 122-123 123-124 124- 125 125-126 126-127 127- 128 128-129 129-130 130-131 131-132 132-133 133- 134 134- 135 135- 136 136-137 137-138 138- 139 139-140 140-141 141-142 142-141 143-144 144-145 145- 146 146-147 147-148 148-149 149-150 Length Driven• in Ground Z / I Pile Tip Elevation ............................................................... No. of blows last 6..Last 3" Last 2.. Last 1.. .......................... ............................. ....................... .................... Remarks: *0= Ground at time of driving ............................................................................ �—��`'-� `4r ? /J7 ...... ' YALE WOODAM,10neer in Charge RESIDENT ENG'I'­ �;R� ASSOCIATES, P. c. 4k NOTE: Approximately one pile in each 10 driven, at least one in each footing, shall be driven as a recorded pile, and submitted as such. The piles selected should be as near as practicable to a boring location. The rated striking energy per blow of hammer used shall not be less than the fol- lowing: For Timber Piles.......................................................... 7,000 ft. lbs. For Steel Bearing Piles................................................13,000 ft. lbs. For Cast -in -Place Concrete Piles................................13,000 ft. lbs. For Precast Concrete Piles........................................19,000 ft. lbs. Sufficient boiler or compressor capacity and other adequate equipment shall be pro- vided to maintain the rated speed of hammer during the full time of driving a pile. In a single acting hammer the energy is a function of the stroke and this stroke should be checked and recorded at ordinary driving speeds. In a double acting hammer the energy may be taken as a function of the speed of the hammer, and this speed should be checked and recorded. Each test pile shall be driven continuously to refusal unless otherwise directed by the Deputy Chief Engineer (Bridges). He may require the Contractor, however, after one or more test piles have been satisfactorily driven, to drive additional test piles to specified elevations, and allow the piles to set from 2 to 24 hours before driving is resumed. A pile layout sketch for the whole structure, designating a number for each pile, shall be submitted with or prior to the first pile driving record for the structure. Boring loca- tions should be shown on the sketch. % DOLPHIN CONTRACT L- BD 25 (4/68) STATE OF NEW YORK PIN 0950 . 31 . 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE,ZZY DESIGN AND CONSTRUCTION DIVISION CO►�tTRACTOR: GEO. W. 'UUJ.:..; COi-P. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) / Date Driven Type and Size of Pile ao4 (If Wood, give species) Time Pile No. !" Design Load .............................................................................................................................. ProjectCounty......................................... ........................................... Contract No.............................Bridge No. or Name .............................................................. S. H. No.P. S.C.Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...^'r^. ........... Cut-off Elevation = Location in Structure .............................................................................................................. i Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 Depth of Point • Blows per Recorded Strokes ( Foot per Minute 54- 55%D t 55- 56 64- 65 56- 57 57- 58 17-18 58- 59 66- 67 59-• 60 60- 61 19--20 fil.fiT 68- 69 13- L4 14-15 I I VL- -1 63- 64 15-16 64- 65 16-17 65- 66 17-18 A5O0 66- 67 8_19 67- 68 19--20 68- 69 -1 All 69- 70 21-22 70- 71 22-23 71- 72 23--24 72- 73 25-26 74- 75 26-27 1 75- 76 27-28 76- 77 28-29 77- 78 29-30 /Q 78- 79 30-31 21 79- 80 31-32 Z 80- 81 32-33 Rl- R2 33-34 82- 83 83- 84 R4- A5 31'.2 86-• 87 97- RR 88- 89 89- 90 41-42 90- 91 42-43 91- 92 43-44 f' 92--93 AA At _�<� 93 - 94 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104- 105 105-106 106--107 107-108 108-109 109-110 110-111 111- 112 113- 114 114-115 115-116 116-117 117-118 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 10-11 131-132 132-133 133-134 134- 135 135- 136 136-137 137-138 138- 139 139-140 140- 141 141-142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 tAo-ttn Length Driven• in Ground.........2Pile Tip Elevation .....7 ............................................................................................. No. of blows last 6"Last 3, Last 2" Last I" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ..................................................................................................................../..�............................................... • 0= Ground at time of driving ...... o.` ... ..Q !:t'�'�.. RANDALL WOODARtflyiteer in Charge RESIDENT ENGINEER 'WARD ASSOCIATES, R t. �z- — 95- 96 96- 97 97- 98 A5O0 98- 99 99-100 100-101 52-53 All 101-102 53-54102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104- 105 105-106 106--107 107-108 108-109 109-110 110-111 111- 112 113- 114 114-115 115-116 116-117 117-118 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 10-11 131-132 132-133 133-134 134- 135 135- 136 136-137 137-138 138- 139 139-140 140- 141 141-142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 tAo-ttn Length Driven• in Ground.........2Pile Tip Elevation .....7 ............................................................................................. No. of blows last 6"Last 3, Last 2" Last I" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ..................................................................................................................../..�............................................... • 0= Ground at time of driving ...... o.` ... ..Q !:t'�'�.. RANDALL WOODARtflyiteer in Charge RESIDENT ENGINEER 'WARD ASSOCIATES, R t. DOLPHIN CONTRACT * BD 25 (4/68) STATE OF NEW YORK PIN 0950 a 31 a 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT Ft.c2Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. :Uv:•.L COi�P. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven8 d�s Type and Size of Pile (If Wood, give species) Time Pile No. ,c,! DiLoad ........................�.................... ... Design .. /............................................................... Project County ................................................................................................................................ Contract No. Bridge No. or Name ............................................................. .............................................................. S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ..........q............... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...5./............... Cut-off Elevation = Location in Structure .............................................................................................................. i Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • Blows per i Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 J 54- 55 r%O 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 U 105-106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12- 61-. 62 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 117,111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116-117 19-•20 68- 69 117-118 - 11 141 69- 70 1 - 118-119 21-22 21-22 1 1 70- 71 119-120 22-23 71- 72 120-121 23-•24 72- 73 121-122 74-25 73- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 35-36 R4- R5 133- 1 4 134-135 37..38 86.. 87 135-136 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92-- 93 141-142 44-45 93- q 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground V e. Pile Tip Elevation .............................................................................. No. of blows last 6" Lost 3" Last 2" Last 1" Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... • 0= Ground at time of driving .....i� ..... RANDALL WOO'.)ARCF1V,'geer in Charge RESIDENT ENGINEER YARD `ASSOCIATES, P, I,. Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11.17 15-16 16-17 17-18 18-19 19--20 21-22 77-21 1a-11 25-26 26-27 27-28 28-29 29-30 30-31 31-32 32-33 33-34 14-15 -38 Depth of Point • DOLPHIN CONTRACT R BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 55- 56 DEPARTMENT OF TRANSPORTATION ORIENT POINT I -2.11Y 56- 57 DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. '-UU`. COOP TEST OR RECORDED PILE DRIVING RECORD 43-44 (Strike out the one not used) Date Driven Type and Size of Pile .0A.t �► T T ................. .. 93- 4 (If Wood, give species) Time /O; .3p Pile No.Design Load ............................................ Project Count Contract No......................... Bridge No. or Name .............................................................. S. H. No. ...................................... P. S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 66- 67 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ............. J........ �T........... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .... Cut-off Elevation = ......................................................... Location in Structure ..................................................... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11.17 15-16 16-17 17-18 18-19 19--20 21-22 77-21 1a-11 25-26 26-27 27-28 28-29 29-30 30-31 31-32 32-33 33-34 14-15 -38 Depth of Point • Blows per Recorded Strokes Foot per Minute 54- 55 ]d 55- 56 139-140 56- 57 91- 92 57- 58 43-44 58- 59 141-142 59-- 60 93- 4 60- 61 45-46 G1-• 62 143-144 G2- 63 95- 96 63- 64 64- 65 47-48 65- 66 145-146 66- 67 _ 67- 68 49-50 68- 69 1 147-148 69- 70 99-100 ir- it 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 91- R2 82- 83 83- 84 a.?- au 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104- 105 105-106 106-407 107-108 108-109 109-110 110-111 111- 112 113- 114 114-115 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124-125 125- 126 126-127 127-128 128-129 129-130 131-132 132-133 133- 1 4 134-135 135-136 39-40 40-41 89- 90 1i1-176 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 1 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 1 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102 - 103 Length Driverr in Ground '2. 7 f Pile Tip Elevation ............................................................................................................ No. of blows last 6"Last 3" Lost 2" Last 1" .......................... ............................. ....................... .................... Remarks: ................................................................................................................................... ....................................................................................................................................................................... "0= Ground at time of driving �.• �G`••••••••••••••• RANDALL WOODAR[r�'g,Oer in Charge RESIDENT ENGINEER 'WARD 'ASSOCIATES, P, t. 1 DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 55- 56 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE-11Y 56- 57 DESIGN AND CONSTRUCTION DIVISION 'CONTRACTOR: GEO. W. r,UU'%.:J CO -',P TEST OR RECORDED PILE DRIVING RECORD 58- 59 (Strike out the one not used) Date Driven.� /8-8.� ......................................... T and Size of Pile 0 �� %% / Type Time 9 ..........1 ................. ...............f .............. // (If Wood, 9'v* s cis•) Pile No. l��Q, 40 �r ............................... ............. �....................... Design Load Project........................................................................................................... County......................................... Contract No. .............................................................. Bridge No. or Name .............................................................. S. H. No.P.S.C. ...................................... Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ............ ........ Cut-off Elevation = ......................................................... Location in Structure ..................................................... i Depth of Point 0- 2 2- 4 4- 6 6- 8 B-10 10-11 11-12 1.1-10 16-17 17-18 18-19 19--20 21-22 22-23 23--24 25-26 26-I_ 27-28 28-29 29-30 30-31 31-32 32-33 33-34 34 - 15 J7 -IV 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 48-49 50-51 51-52 52-53 53-54 Blows per Recorded Strokes Foot I per Minute Depth of Point • i Blows per Recorded Strokes ( Foot per Minute 54- 55 770 55- 56 56- 57 57- 58 58- 59 59-- 60 GO- 61 G1-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70- 71 71- 72 /J - /9 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 a2- au 86-- 87 89- 90 90- 91 91- 92 92--93 93- 4 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105- 106 106-407 107-108 108-109 109-110 110-111 111-112 113- 114 114-115 115-116 116-117 117-118 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131-132 132-133 133-134 134-135 135-136 116-137 137-138 138-139 139-140 140-141 161. 14') 143-144 144-145 145-146 146-147 147-148 148-149 149-150 Length Driverr in Ground2 Pile Tip Elevation ........................................................................................................... No. of blows last &.Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... •0= Ground at time of driving ...........................................................^.................... RANDALL W007ARC�j9, eer in Charge RESIDENT ENGINEER WARD 'ASSOCIATES, P. t, DOLPHIN CONTRACT • yBD 25 (4/68) STATE OF NEW YORK PIN 0950 * 31 . 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT F;-.I;tY DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. �.UGc..; CORP TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 3-/� c�S Type and Size of Pile O,9K Thr-✓ /� �i✓ ...................................... ................ (If Wood, give speciey)... ..... .................... Time 2Pile No.Design Loa �' /� d .................................................. .............................................................................. Project County Contract No............................................................... Bridge No. or Name .............................................................. S. H. No.P. S.C.Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ........... Cut-off Elevation = Location in Structure .............................................................................................................. Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6. 8 8-10 10-11 11_17 15-16 16-17 17- 18 18-19 19--20 21-22 7') _ ?A Depth of Point • - Blows per ( Foot Recorded Strokes per Minute 54- 55 26-27 7Q 55- 56 1 124-125 27-28 56- 57 rJ 125-126 57- 58 S� 78 58- 59 29-30 78- 59-• 60 127-128 30-31 GO- 61 80 128-129 61-- 62 80- 81 62- 63 32-33 63- 64 64- 65 130-131 33-34 65- 66 83 131-132 66- 67 1_ 84 67- 68 68- 69 69- 70 70- 71 71- 72 77- 7; Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 106-407 107-108 108-109 109-110 110-111 111-112 113- 114 114-115 115- 116 116-117 117-118 118-119 119-120 120-121 121-122 25-26 74- 75 1 123-124 26-27 75- 76 1 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 86-- 87 00- -7 89- 90 90- 91 91- 92 Y3- Y9 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 135-136 116-117 137-138 138-139 139-140 140-141 141-142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 ldo.lan Length Driven - in Ground ...............2 .q..Pile Tip Elevation .......................................................................................... No. of blows last &.Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving ...•. :'�� ....................... � •• RANDALL WOODARCFrVit!er in Charge RESIDENT ENGINEERL 'WARD 'ASSOCIATES, R t, 37-38 -4 40-41 41-42 42-43 43-44 44-45 45-46 46-47 47-48 2 48-49 49-50 50-51 S' _2 6 52-53 Z 53-54 Z 86-- 87 00- -7 89- 90 90- 91 91- 92 Y3- Y9 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 135-136 116-117 137-138 138-139 139-140 140-141 141-142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 ldo.lan Length Driven - in Ground ...............2 .q..Pile Tip Elevation .......................................................................................... No. of blows last &.Last 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving ...•. :'�� ....................... � •• RANDALL WOODARCFrVit!er in Charge RESIDENT ENGINEERL 'WARD 'ASSOCIATES, R t, a• i Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 Recorded Strokes per Minute DEPARTMENT OF TRANSPORTATION ORIENT POINT H-liZY 0. 2 DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. r:Ucs .. CO,:p TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven -_7 — /4P_ A—.f ......................................... I Type and Size of PileT/� ........ 55- 56 ... ........................................... iii woad. oi.. spec o.) . Time ................................................ / l.:l.Z.......................... Design Load Pile No. ................................. Project County ContractNo............................................................... Bridge No. or Name.............................................................. S. H. No. ...................................... P. S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .............. Cut-off Elevation = ......................................................... Location in Structure ..................................................... Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Point • Blows per i Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point Foot per Minute 0. 2 1 54- 55 1Q 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 105-106 G- 8 57- 58 , 106--107 8.10 58- 59 107-108 10-11 59-- 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 14. 15 15-16 63- 64 64- 65 112-111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18-1 67- 68 116-117 19--20 68- 69 117-118 70-71 69- 70 1 - 118-119 21-22 21-22 70- 71 119-120 22-23 71- 72 120-121 23-•24 72- 73 121-122 24-25 73- 74 122- 12 25-26 74- 75 123-124 26-27 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127- 128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133- 1 4 85- 86 134- 135 37-38 86-• 87 J 135-136 39-39 R7- RR 116-117 .q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 1 92--93 141-142 44-45 93- 4 142- 14 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 42 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 �i 100-101 149-150 52-53 101- 102 53-54 102-103 Length Driverr in Ground Z P Pile Tip Elevation ........................................................................................................ No. of blows last 6" Lost 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ....................................................................................................................................................................... • 0= Ground at time of driving .............................................../ RANDALL WOODARCF1y.iteer in Charge RESIDENT ENGINEER 'WARD 'ASSOCIATES, P, i DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE-IRY DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. r UGc.:3 COLD. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) DateDriven : / :�............Type and Size of Pile /.Y e�TfGr� ....................................................................................... (If Wood, give species) Time Pile No. �"/ Design Load .............................................................................................................................. Project.............................................................. County ............................................. ......................................... Contract No. Bridge No. or Name ............................................................................................................................ S. H. No. P. S.C.Case No. ..................................... Railroad ................................................................................. Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. .......//................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...... 14rI.AV ......... Cut-off Elevation = e! r Location in Structure �p L� � �p ........................... ...... Depth of Point Blows per Recorded Strokes Foot per Minute I Depth of Point a Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0_ 2 54- 55 Q 103-104 2- 4 55- 56 11,40104- 105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 B-10 58- 59 107-108 10-11 59-. 60 108-109 11-12 60- 61 109-110 12-13 61-- 62 110-111 13-14 62- 63 111-112 14-15 15-16 _74 63- 64 64- 65 Ill. III 113-114 16-17 65- 66 114-115 1 17-18 G6- 67 115-116 18-19 67- 68 116-117 19--20 68- 69 117-118 76-71 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121- 122 24-25 73- 74 122-123 25-26 74- 75 123-124 124-125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86-• 87 135-136 _q 88_ 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- q 142-14 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48.49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 Q 102-103 Length Driven in Ground Z 7. Pile Tip Elevation ........................................................... No. of blows lost 6"Last 3" Lost 2" Last 1" .......................... ............... ....................... .................... Remarks: ........................................................................................................................................................... ' 0= Ground at time of driving ............................................................................................... ....... RANDALL WOODARfrl9rgeer in Cl,or e RESIDENT ENGINEER VARD ASSOCIATES, P, L, i DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE,11Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR; GEO. W. t:UGc..� CO -RP TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven Type and Size of Pile Qi9AC C'o " Ti v ...................................... ........--....... ..--........�..... y." ...T.-... (If Wood, give species) Time Pile No. l /s Design Load .............................................................................................................................. Project Count Contract No. Bridge No. or Name.............................................................. ........................ S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......15........ Cut-off Elevation = Location in Structure .............................................................................................................. Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 1 1 . 1 15-16 16-17 17-18 19--20 20-21 21-22 22 - 23 L9 -L1 25-26 26-27 27-28 28-29 29-30 30-31 31-32 32-33 33-34 34. 35 11- 40-41 41-42 42-43 di_AA 45-46 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of Point • Blows per I Foot Recorded Strokes per Minute 54- 55 O Q 55- 56 56- 57 57- 58 58- 59 59- 60 60- 61 61-• 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70- 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 - 11 82 82- 83 83- 84 84- 8 85- 86 86-- 87 00- o7 89- 90 90- 91 91- 92 92--93 91- 4 94- 95 95- 96 yi- 70 98- 99 99-100 100-101 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103- 104 104-105 105-106 106--107 107-108 108-109 109-110 110-111 111-112 113-114 114-115 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 117.- 12d 1L;1- ILO 126-127 127-128 128-129 129-130 130-131 131- 132 132-133 133- 1 4 134-135 135-136 136-137 137-138 138-139 139-140 140-141 141-142 142-143 143-144 144-145 145- 146 146-147 147-148 148-149 16o-1sn Length Driven•in Ground Z Pile Tip Elevation ........................................................................................................... No. of blows last 6" Last 3" Last 2.. Last l" Remarks: ........................................................................................................................................../.......)....................... `0= Ground at time of driving .... r) -.....G CS .r L`•r7 ............ • .... RANDALL WOODARCfr1girer in Charge RESIDENT ENGINEER VARD 'ASSOCIATES, P, t, r i Depth of Point • DOLPHIN CONTRACT $D 25 (4/68) STATE OF NEW YORK PIN 0950 a 31 a 301 0- 2 DEPARTMENT OF TRANSPORTATION ORIENT POINT }'c c2Y i 54- 55 (J DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. C0:2� TEST OR RECORDED PILE DRIVING RECORD 55- 56 (Strike out the one not used) Date Driven^/.� - c�� Type and Size of Pile>•! -- !g .......... ............T. .......... ...................... (If Wood, give spenes) Time Pile No. Design Load Project County Contract No. ........................................... Bridge No. or Name .............................................................. S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... 10-11 Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads. -5- g/ ........................ Cut-off Elevation = ......................................................... Location in Structure ..................................................... r i Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes I Point ' Foot per Minute i Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 i 54- 55 (J 103-104 2- 4 55- 56 104- 105 4- 6 56- 57 105 106 6- 8 57- 58 106-407 8-10 58- 59 107-108 10-11 59- 60 108-109 11-12 60- 61 109-110 12- 61-- 62 110-111 13-14 62- 63 111-112 14- 15 15-16 63- 64 64- 65 117-111 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 I8-1 67' 68 116-117 19--20 68- 69 117-118 _ 69. 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23--24 72- 73 121-122 74-25 73- 4 122-123 25-26 74- 75 123-124 75- 76 124- 125 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 76• 79 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 1 -1 4 134- 135 37_.38 86-• 87 135- 136 .4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 1 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 1_ 2 100-101 149-150 52-53 101-102 53-54 102-103 Length Driverr in Ground ........Z.. ................................... No. of blows last 6"Lost 3" .......................... Remarks: ' 0= Ground at time of driving Pile Tip Elevation / .............................................. Last 2" Last 1" ......... ....................... .................... ........................................................................... RANDALL WOO'.3ARCF19,rgeer in Charge RESIDENT ENGINEER WARD `ASSOCIATES, P, 4, i DOLPHIN CONTRACT %D 25 (4/68) STATE OF NEW YORK PIN 0950 9 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT F;.ZZY DESIGN AND CONSTRUCTION DIVISION 'CONTRACTOR: GEO. W. nUG..J COC?. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven y /,S=OS Type and Size of Pile lvvO pt.® � T�O �f' ...................................... ................ ...n. ..................... •(if Wood, giro apsci.$) Time Pile No. /3 Design Load ..................................................................................... Project County Contract No. Bridge No. or Name .............................................................. S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ....... 1_5I2 5'......... Cut-off Elevation = Location in Structure .............................................................................................................. Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- ( 6- 8 8-10 10-11 11-12 15-16 16-17 17-18 18_19 19--20 21.22 22-23 L4 -L-) 25-26 27-28 28-29 29.30 30-31 31-32 32-33 33-34 A6. ii 7-38 Depth of Point • Blows per Recorded Strokes I Foot per Minute 54- 55 41-42 55- 56 139-140 56- 57 91- 92 57- 58 43-14 58- 59 141-142 59-- 60 q 60- 61 45-46 61-- 62 143-144 62- 63 95- 96 63- 64 64- 65 47-48 65- 66 145-146 66- 67 97- 98 67- 68 49-50 68- 69 147-148 69- 70 148-149 51-52 O 70- 71 71- 72 149-150 72- 73 101-102 73- 74 53-54 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 Rl- 82 82- 83 83- 84 o)- au 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104- 105 105- 106 106-407 107-108 108 109 109-110 110-111 [71_ 117 113- 114 114-115 115-116 116-117 117-118 riy- tZu 120-121 121-122 122-12 123- 124 124- 125 125-126 126-127 127-128 128-129 129-130 130-131 131-132 132- 133 133-134 134- 135 135-136 .4 40-41 88- 89 89- 90 i.1i-i5ts 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-14 92-- 93 141-142 q 142-14 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 ,' 97- 98 146-147 49-50 98- 99 1 147-148 50-51 Fa99-100 148-149 51-52 O 100-101 149-150 52-53 013 101-102 53-54 102-103 Length Driverr in Ground 2 S Pile Tip Elevation ............................................................................................................ No. of blows last 6" Last 3" Last 2.. Lost I.. Remarks; .................................................................................... * 0= Ground at time of driving ........................................................................... RANDALL WOOr)AR&rl9'geer in Charge RESIDENT ENGINEER 'MIARD 'ASSOCIATES, P, t, E Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 15-14 74-15 15-16 16-17 17- 18 18-1 19--20 20--21 21-22 11)-1); 25-26 26-2 27-28 28-29 29-30 30-31 31-32 32-33 33-34 A6. i5 37 - ]y -9V 40-41 41-42 42-43 4:)-40 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of j Blows per Point • Foot DOLPHIN CONTRACT 13D 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 • 301 55- 56 DEPARTMENT OF TRANSPORTATION ORIENT POINT I'c.t2Y 56- 57 DESIGN AND CONSTRUCTION DIVISION CONTRACTOR.- GEO. W. CO\p. TEST OR RECORDED PILE DRIVING RECORD 58- 59 (Strike out the one not used) Date Driven....--5�........... Type and Size of Pile..........d 60- 61 ....tP..�.�/......lJ....,!�✓-�.� (If Wood, give spsefes) Time Pile No. /--9 Design Load Project.................... ....................................................................................... County ........................................ Contract No. Bridge No. or Nome .............................................................. S. H. No.P. ...................................... S.C. Case No. Railroad ................................................................................ Make, Type and Number of Hammer......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ................ Cut-off Elevation = ......................................................... Location in Structure ..................................................... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 15-14 74-15 15-16 16-17 17- 18 18-1 19--20 20--21 21-22 11)-1); 25-26 26-2 27-28 28-29 29-30 30-31 31-32 32-33 33-34 A6. i5 37 - ]y -9V 40-41 41-42 42-43 4:)-40 46-47 47-48 48-49 49-50 50-51 51-52 52-53 53-54 Depth of j Blows per Point • Foot Recorded Strokes per Minute 54- 55 O 55- 56 56- 57 _ 57- 58 58- 59 59-. 60 60- 61 61-- 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70- 71 71- 72 II - /4 74- 75 75- 76 76- 77 77- 78 78- 79 79- 80 80- 81 82- 83 83- 84 Rd. RS 86-- 87 87- 88 88- 89 89- 90 90- 91 91- 92 92-- 93 93- 4 94- 95 95- 96 96- 97 97- 98 98- 99 99-100 101-102 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106--107 107-108 108-109 109-110 110-111 Ill. 117 113-114 114-115 115-116 116-117 117-118 11a.110 120-121 121-122 122-12 123-124 124-125 125- 126 126-127 127-128 128-129 129-130 130-131 131-132 132-133 134 134- 135 135-136 116-117 137-138 138-139 139-140 140-141 141-142 14)-199 144-145 145-146 146-147 147-148 148-149 1do-lin Length Driverrin Ground Pile Ti Elevation 2 .................................................. p .............................................. No. of blows lost &.Lost 3" Last 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... •0= Ground at time of driving ... : � F ••••• ............•• RANDALL WOODARIJ rJFi eer in Charge RESIDENT ENGINEER VARO `ASSOCIATES, P, S , DOLPHIN CONTRACT _'BD 25 (4/68) STATE OF NEW YORK PIN 0950 • 31 * 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE,12Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. r:UGc.13 CO". TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven..F / 3 �r Type and Size of Pile T— '................................................................................... ��............. (If Wood, giv* sp�ei�s) Time Pile No. Design Load Project.................................................................. County......................................... ............................... Contract No. Bridge No. or Name ................................................ ....... S. H. No. P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .................... Cut-off Elevation = Location in Structure .............................................................................................................. Depth of Blows per Recorded Strokes Point • Foot per Minute Depth of Blows per Point • Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 1 54- 55 Q 103-104 2- 4 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59-- 60 108- 109 11-12 J 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111-112 14-15 15-16 63- 64 64- 65 113-114 16-17 65- 66 114-11 17-18 66- 67 115-116 18- 67- 68 116-117 19--20 68- 69 117-118 20-11 69- 70 118-119 21-22 70- 71 119-120 22-23 71- 72 120-121 23 -•24 72- 73 - 122 E - 12 25-26 74- 75 123-124 75- 76 124-125 27-28 76- 77 125-126 28-29 77- 78 126- 127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 1 129-130 32-33 1 0-1 1 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86-• 87 135-136 _q 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 q 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-146 50-51 99-100 148-149 51-52 100-101 149-150 52-53 101-102 53-54 102-103 Length Driven in Ground Pile Tip Elevation .............................................. .............................................................. No. of blows last 6" Last 3" Last 2.. Lost 1.. Remarks: ........................................................................................................................................................... ..................................................................................................................�.................................../.......A......... '0= Ground at time of driving- �-• +t�l�••�•......•. RANDALL WOO'DAR1Trly'teer in Charge RESIDENT ENGINEER WARD 'ASSOCIATES, P, �„ DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 . 31 • 301 ' DEPARTMENT OF TRANSPORTATION ORIENT POINT F -E c2Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. r:UG%•.J CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven �S Type and Size of Pile Q/y*K ....................................... ...................... h ..... ....... ..... If Wood, giv* sp*cir.$) . Time ................................................ Pile No ............ .7..Design Load ............................................................ ProjectCounty......................................... ........................................................ Contract No.Bridge No. or Name ..................................................................................................................... S. H. No.P. S.C. Case No. Railroad ...................................................................................................................... Make, Type and Number of Hammer ......................................................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ....................... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......:.... ........... Cut-off Elevation = Location in Structure .............................................................................................................. Depth of Point • Blows per Recorded Strokes Foot per Minute I Depth of Blows per Point • I Foot Recorded Strokes per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0. 2 4 54- 55 103-104 2- 4 i 55- 56 104-105 4- 6 56- 57 105-106 6- 8 57- 58 106--107 8-10 58- 59 107-108 10-11 59- 60 108-109 11-12 60- 61 109-110 12-13 61-• 62 110-111 13-14 62- 63 111- 112 14-15 15-16 63- 64 64- 65 117. 111 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 I8-1 67- 68 116-117 19--20 68- 69 117-118 70-71 69- 70 118-119 1 - 21-22 21-22 70- 71 1 119-120 22-23 71- 72 120-121 23-•24 72- 73 121-122 24-25 73- 74 122-123 25-26 74- 75 123-124 26-27 75- 76 124- 125 27.28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 127-128 30-31 79- 80 128-129 31-32 80- 81 ' 129-130 32-33 130-131 33-34 82- 83 131-132 34-35 83- 84 132-133 133-134 134-135 37-38 86-- 87 135-136 _4 88- 89 137-138 40-41 89- 90 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 94- 4 142-143 45-46 94- 95 143-144 46-47 95- 96 1 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 Q 8 100-101 149-150 52-53 8 101-102 53-54 Q 102-103 Length Driven in Ground......z:.b............................................... Pile Tip Elevation.............................................. No. of blows last 6..Last 3" Last 2. Last I.. .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... • 0= Ground at time of driving ............................................................. RANDALL WOO)AR&1q'it,Cer in Charge RESIDENT ENGINEER WARD 'ASSOCIATES, P, L, DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT I'c.ZZY DESIGN AND CONSTRUCTION DIVISION CONTRACTOR-. GEO. W. ")GZ-L CORD. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven3 Type and Size of Pile .SVFG lyrr ........................................ .................................................................................. (If Wood, qiv. species) Time Pile No. f-' A• Design Load ........................................................................................................................... Project........................................................................................................... County ......................................... Contract No............................................................... Bridge No. or Name .............................................................. S. H. No.P.S.C. Case No .............•. Railroad ...................................... ................................................................ Make, Type and Number of Hammer ...../yJ T /Q,;, - es..zp... o � 7S �/ �!,• ................. ................................................. .... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D.A. .........�............ Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .... sa%Q............. Cut-off Elevation = /Q_ 0 Location in Structure ..................................................... ......................................................... Depth of Point • Blows per Recorded Strokes Foot per Minute 0- 2 90- 91 2- 4 91- 92 4- 6 Fv 6- 8 8-10 94- 95 10-11 95- 96 11-12 (n 15-16 16-17 17-18 8-1 19--20 20_21 21-22 22-23 /9-L1 25-26 26x97_ 27-28 28-29 29-30 30-31 31-32 32-33 33-34 14. 3i Depth of Blows per Recorded Strokes Point • Foot per Minute 54- 55 57 a 55- 56 56- 57 57- 58 58- 59 59-- 60 60- 61 61 6 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 70 71 71- 72 72- 73 73- 74 74- 75 75- 76 76- 77 77- 78 78- 79 80- 81 8L- 82 82- 83 83- 84 86-- 87 40-41 89- 90 41-42 90- 91 42-43 91- 92 43-44 92--93 102-103 45-46 94- 95 46-47 95- 96 48-49 1 1 1 97- 98 49-50 98- 99 50-51 99-100 51-52 100-101 52-53 101-102 53-54 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106--107 107- 108 108-109 109-110 110-111 111. 119 113-114 114-115 115-116 116-117 117-118 1IR-110 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 131-132 132-133 133-134 134-135 135-136 116-1;7 137-138 138-139 139-140 140-141 141-142 142-14 143-144 144-145 145-146 146-147 147-148 148-149 Length Driverr in Ground Z 7 Pile Tip Elevation No. of blows last &' 2 7 Lost 3" Last 2" ....................... Last 1" .......................... ............................. .................... Remarks: ....................................................................................................................................................................... • 0= Ground at time of driving ........................................................ RANDALL WOO'.3ARrty'�°er in Charge RESIDENT ENGINEER WARD 'ASSOCIATES, P, t, DOLPHIN CONTRACT ` BD 25 (4/68) STATE OF NEW YORK PIN 0950 31 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE"M DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W. r.UGZc _ COMP' TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 3- Type and Size of Pile .57-;6 �L /� 0 ......................................... ................ (If Wood. Yi" speci-s)....................................... Time......1�..:0.n........................... Pile No........�x!............................. Design Load ................................. Project County .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................ S. H. No.P. S.C. Case No. Railroad ......... ............................................................................................................ Make, Type and Number of Hammer d - 3 /%%- r ....... ......................................:........................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ........................ Ordered or Estimated Lengths .......................................................... Total Length Placed in Leads ... :�............. Cut-off Elevation = /(".0 Location in Structure ......................................................... Depth of Blows r Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11.v 1 14-15 15-16 16-17 17-18 18-19 19--20 2n-21 21-22 22-24 25-26 2617_ 27-28 28-29 29-30 30-31 31-32 32-33 33-34 IA.;'; 40-41 41-42 42-43 43-44 97-- 46-47 48-49 49-50 50-51 ,Zd Depth of Point • j Blows per Recorded Strokes I Foot per Minute 54- 55 3 55- 56 11760 56- 57 57- 58 58- 59 _59 -- 60 60- 61 61-- 62 62- 63 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70-. 71 71- 72 72- 73 73- 74 74- 75 75- 76 77 t76- 77- 78 78- 79 80- 81 R1- R2 82- 83 83- 84 86-- 87 87- 88 88- 89 89- 90 90- 91 91- 92 Yq- Y7 95- 96 96- 97 97- 9R 99-100 52-53 .3s 101-102 53-54 !f' 102-103 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106-407 107- 108 108-109 109-110 110-111 1t1. 117 113-114 114-115 115-116 116-117 117-118 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131-132 132-133 133-134 134-135 135-136 146-137 137-138 138-139 139-140 140-141 141-142 142-143 143-144 144-145 145-146 146-147 147-148 148-149 149-150 Length Driverr in Ground 2 6 i ........................ Pile Tip Elevation No. of blows last &.Last 3" Lost 2" Last 1" .......................... ............................. ....................... .................... Remarks: ........................................................................................................................................................... '0= Ground at time of driving....................... .............. ...........L� >+ RANDALL WOODARCFV,'I!" in Charge RESIDENT ENGINEER VARD 'ASSOCIATES, P. t, i Depth of Point • DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 . 31 • 301 0- 2 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE,12Y DESIGN AND CONSTRUCTION DIVISIONCOMRACTO1. GEO. W A)GZ. CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the.one not used) Dote Driven ,3'� y. �s Type and Size of Pile Q,g 1�E/% G KT;P . ism"!�.-ter K ......................................... wood, yivq species)......... Time //.,00 ................................................ Pile No. /'� SC Design Load ................................. .......................... Project........................................................................................................... County......................................... Contract No. .............................................................. Bridge No. or Name S. H. No.P. ...................................... S.C. Case No. ..................... Railroad ........................................................... Make, Type and Number of Hammer ��...T........ 1171 -- 3............................................................................ Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ... -:',rte............ Cut-off Elevation = !j{.O Location in Structure i Depth of Point • Blows per Recorded Strokes Foot per Minute Depth of Blows per Recorded Strokes Point • I Foot per Minute Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 103-104 2- 4 104-105 4- 6 M58 105-106 6- 8 106-407 8-10 107-108 10-11 59-• 60 108-109 11-12 60- 61 109-110 61-62 110-111 _ 13-14 15-16 62- 63 63- 64 64- 65 111-112 111.111 113-114 16-17 65- 66 114-115 17-18 66- 67 115-116 8- 19--20 67- 68 68- 69 116-117 117.118 69. 70 118-119.. 21 21-22 70- 71 119-120 22-23 23--24 71- 72 72- 73 120-121 121-122 74- 74 122-123 74-75 25-26 74- 75 123-124 26-27 75- 76 124- 12 27-28 76- 77 125-126 28-29 77- 78 126-127 29-30 78- 79 1 127-128 30-31 79- 80 128-129 31-32 80- 81 129-130 32-33 110-131 33-34 82- 83 131-132 34-35 83- 84 132-133 RA- RS 133-134 35-36 95. 86 134 -13 5 16-37 37-38 86-• 87 135-136 .4 88- 89 137-138 40.41 89- 90 138-139 41-42 90- 91 F 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 51-52 .46 100-101 149-150 52-53 J O 101-102 53-54 .js 1 102-103 Length Driverr in Ground 2Pile Tip Elevation ........................................................... ............ No. of blows last 6" Lost 3 Last 2 Last 1" Remarks: ............................................................................................................................................................ * 0 = Ground at'time of driving ................................................................... ............................................................. Gt o RANDALL WOODAREF19.irer in Charge RESIDENT ENGINEER WARD "ASSOCIATES, P, t, i DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950 a 31 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT H -12Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO. W Uva COSP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 3 `/' 8� ..... Type and Size of Pile............ Waa ............................................... .................................... (if Mood, yive species)• Time.....:VU................................... Pile No.... �. ............................... Design Load ................................. ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................ S. H. No. P.S.C. Case No. Railroad........................................... ....................................................:...................... Make, Type and Number of Hammer......./0 Y /6 - y� - 3 ..................... ....................................................................................... Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or Mandrel................................................................ Rated Strokes per Minute, S. A. ........................ Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ...,5-7 ............ Cut-off Elevation = 16'..0 Location in Structure ......................................................... Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11.17 LJ- 14 14.15- 15-16 16-17 17-18 18-19 19--20 20-21 21-22 ".?a 25-26 26-27 27-28 28-29 19-30 30-31 31-32 32-33 33-34 Rd. 1, -•3 Depth of Point • Blows per Recorded Strokes Foot per Minute 54- 55 �f 55- 56 jr 56- 57 139-140 57- 58 58- 59 140-141 59-• 60 60- 61 141-142 44-45 _61-62 62- 63 142-143 63- 64 64- 65 65- 66 143-144 66- 67 1 67- 68 144-145 68- 69 J 1 70 145-146 _69- 70- 71 1 71- 72 146-147 72- 73 S O 73- 74 147-148 74- 75 75- 7 76- 77 148-149 77- 78 O 78- 79 149-150 79- 80 80- 81 I 82- 83 83- 84 84- R5 85- 86 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106-407 107-108 108-109 109-110 110-111 111- 112 113-114 114-115 115-116 116-117 117-118 119-120 120-121 121-122 122.12 123-124 124-125 125-126 126-127 127-128 128-129 129-130 130-131 131-132 132-133 133-134 134-135 135-136 39-40 40-41 n 1 1 88- 89 89- 90 1-11-170 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 141-142 44-45 93- 4 142-143 45-46 94- 95 143-144 46-47 1 95- 96 144-145 47-48 J 1 96- 97 145-146 48-49 1 97- 98 146-147 49-50 S O 98- 99 1 147-148 50.51 99-100 148-149 O 100-101 149-150 52-53 101-102 33-54 p 102-103 Length Driverr in Ground... e . .. Pile Tip Elevation .............................................. No. of blows last 6.. Last 3" Last 7. Last I.. Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... e0= Ground at time of driving ............................................................ RANDALL W007ARC�rIy'teer in Charge RESIDENT ENGINEER VARD 'ASSOCIATES, P, t, DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 • 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT FE -11Y DESIGN AND CONSTRUCTION DIVISIONCOMRACTOIL. GEO. W. nUGc.:3 CORP. TEST OR RECORDED PILE DRIVING RECORD (Strike out the one not used) Date Driven 3; �`r„8 ,,,,,,,,,,,, Type and Size of Pile.... 0,fle K/DDD N.. T-�%?.... �?�... '% .................... (it Wood, give species) Time 0:00 Pile No. g Design Load ................................................ ............... ProjectCounty .................................................................................................................................................... Contract No. Bridge No. or Name ............................................................................................ S. H. No.......................................P. S.C. Case No...................................... Railroad ........................................... Make, Type and Number of Hammer ........... T /d • & ^ 3 ......................................... ................................................................. Measured Stroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weightof Pile or Mandrel................................................................ Rated Strokes per Minute, S.A. ...................... Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads ......: {R.......... Cut-off Elevation = lq,0 Location in Structure .............................................................................................................. Depth of Blows per Recorded Strokes Point • Foot per Minute 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 13- lY 14:_15 15-16 16-17 17-18 18-19 19--20 7n. ?1 21-22 22-21 25-26 26-27 27-28 28-29 29-30 30-31 31-32 32-33 33-34 a4- 45 Depth of Pointe Blows per Foot Recorded Strokes per Minute 54- 55 SD 55- 56 �� r 56- 57 91- 92 140-141 57- 58 92--93 58- 59 59-• 60 142-143 45-46 60- 61 94- 95 143-144 61- 2 95- 96 62- 63 47-48 63- 64 64- 65 145-146 48-49 65- 66 97- 98 1 146-147 66- 67 98- 99 67- 68 50-51 68- 69 148-149 69- 70 100-101 149-150 70- 71 y 101-102 71- 72 53-54 72- 79 11 74- 75 75- 76 76- 77 77- 78 78- 79 80- 81 81- R2 82- 83 83- 84 R4- RS 85- 86 86-- 87 Depth of Blows per Recorded Strokes Point a Foot per Minute 103-104 104- 105 105-106 106-407 107-108 108-109 109-110 110-111 111.119 113-114 114-115 115-116 116-117 117-118 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126-127 127-128 128-129 129-130 131-132 132-133 133-134 134-135 135-136 .4 40-41 88- 89 89- 90 1 111-1.15 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 - 141-142 142-143 45-46 94- 95 143-144 46-47 95- 96 144-145 47-48 96- 97 145-146 48-49 97- 98 1 146-147 49-50 98- 99 147-148 50-51 99-100 148-149 N 100-101 149-150 52-53 y 101-102 53-54 102-103 1 11 Length Driverr in Ground Z (o .............................................................. No. of blows last &.Lost 3” .......................... ............................. Remarks: ............................................................................................... e0= Ground at time of driving Pile Tip Elevation .............................................. Lost 2"Lost V. ....................... .................... ....................................................................... ...................................................................... RANDALL WOODARI'frj9'geer in Charge RESIDENT ENGINEER WARD ASSOCIATES, P, t. DOLPHIN CONTRACT BD 25 (4/68) STATE OF NEW YORK PIN 0950. 31 a 301 DEPARTMENT OF TRANSPORTATION ORIENT POINT I c.t2Y DESIGN AND CONSTRUCTION DIVISION CONTRACTOR: GEO- W.'�UC n"3 CORP. TEST OR RECORDED PILE DRIVING RECORD ,rr�� (Strike out the one not used) Date Driven.... �[..'.BS ............... Type and Size of Pile........... �y S r'oee................................................. ••(If Wood, ytw species) TimePile No. Z -C Design Load .......t QQ............................ Project .................................... County. ............................................................................................................... Contract No.Bridge No. or Name ............................................................................................................................ S. H. No.... .................................. P. S.C. Case No. ................ ..................... Railroad ........................................... . Make, Type and Number of Hammer......................................................................................................................... MeasuredStroke, S. A...................................................................... Rated Strokes per Minute, D. A. ....................... Weight of Pile or MandrelRated Strokes per Minute, S. A. .........o...:........ ................................................................ 45 Ordered or Estimated Lengths.......................................................... Total Length Placed in Leads .................... Cut-off Elevation = 1`. Location in Structure Depth of Point 0- 2 2- 4 4- 6 6- 8 8-10 10-11 11-12 LJ' 19 1d. 15 15-16 16-17 17-18 18-19 19--20 In -71 21-22 22-23 23--24 74-25 25-26 26-27 27-28 29-30 30-31 31-32 32-33 33-34 Ad. Ai Blows per I Recorded Stroke Foot per Minute Depth of Point • Blows per Foot Recorded Strokes per Minute 54- 55 90- 91 139-140 55- 56 91- 92 ,S 56- 57 92--93 93- 94 141-142 142-143 57- 58 117 143-144 58- 59 95- 96 59-• 60 96- 97 60- 61 97- 98 49-50 98- 99 k4414 63- 64 64- 65 65- 66 66- 67 67- 68 68- 69 69- 70 70 71 71- 72 /J- /9 74- 75 75- 76 76- 77 77- 78 78- 79 80- 81 Al- R2 82- 83 83- 84 0J- 0u 86-- 87 Depth of Blows per Recorded Strokes Point • Foot per Minute 103-104 104-105 105-106 106-407 107-108 108-109 109-110 110-111 111-112 113-114 114-115 115-116 116-117 117-118 118-119 119-120 120-121 121-122 122-123 123-124 124-125 125-126 126 - 127 127-128 128-129 129-130 130-131 131-132 132-133 133-134 134-135 135-136 _4 40-41 00- 07 89- 90 -- --- 138-139 41-42 90- 91 139-140 42-43 91- 92 140-141 43-44 92--93 93- 94 141-142 142-143 44-45 45-46 94- 95 143-144 46-47 95- 96 47-48 96- 97 48-49 97- 98 49-50 98- 99 k4414 50-51 99-100 1_ 52-53 100-101 101-102 53-54 102 - Length Driverr in Ground ... ....................... ................................................. Pile Tip Elevation.............................................. No. of blows last &.Last 3" .............. Last 2' Last 1" .......................... ....................... .................... Remarks: ........................................................................................................................................................... ....................................................................................................................................................................... '0= Ground at time of driving �^.":'..'�4 J RANDALL WOC)DARD�19,'geer in Charge RESIDENT ENGINEER 'WARD 'ASSOCIATES, P, t. GEO. W. ROGERS CONSTRUCTION CORPORATION 33 RECTOR STREET NEW YORK, NEW YORK 10006-2298 PIERS, BULKHEADS & FOUNDATIONS Established 1869 (212) 344-8800 TRANSMITTAL OF Payro 11 TO: WARD ASSOCIATES, P.C. Long Island MacArthur Airport 100 Arrival Avenue Ronkonkoma, New York 11779 Attention: Mr. Randall Woodard, P.E. Gentlemen: DATE:- ril 24, 1985 RE: OUR P.O. NO, Contract 1984-1 Cross Soutn Perry Services,; j o e- Orient, New York ® herewith 4 We are sending youEl under separate cover ...........................................................copies of each of the following for app=xakx your records: Payroll No. SEVEN on captioned project. APO Remarks: Very truly yours, W. ROGERS C NSTRUCTION CORPORATION .. � . ............ Henry K. Dietrich, Director of Engilveering 12-83 1 M NYS D40T. OF TRANSPORTATION CONSTRUCTION SUBDIVISION CONTRACTOR'S PAYROLL STATEMENT ( For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOROR SUBCONTRACTOR GE O. W. ROGE CONSTRUCTI"JN CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. 15,CY'A' l FOR WEIX ENDING 2/L o7�, / �,$- PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 111 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE (210(3) z InD Z �J0 i. 2 Z§d WORK CLASSIFICATION H r O F O (4) DAY AND DATE 151 TOTAL HOURS (8) RATE OF PAY A V Y (B► DEDUCTIONS (9) NET WAGES PAID FOR WEEK W h F a u M Tu 1 %71 / y/ OY p� FICA HOLDING TAX NYS NYC OTHER TOTAL oEDUCT10N5 HOURS WORKED EACH DAY John Walters - 141-34-07 24 Raffman Road Bloomingdale, N. J. 0 M 4 Foreman Dockbuilder o ►��� �� 4� io0 6 -q 633 ' �9ql XNS, W90,r 5 19.91 Thomas Stach - 141-34-50 18 Yorkshire Place Perlin, N. J. 0 M 1 Foreman Dockbuilder 0 01 416 / 6�A /7/ 38 /�^► 6fvu X94/ ado 474 S �' If .7� 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 a1 1�b S 18.66 Anthony Modafferi - 065- G5 Cortlandt Street `tGten Island, N. Y. 8-9 M 1 11 Dockbuilder 0 1�{ 44 ,9S_ f8 630 5 70 1 t6 3a0f3 `�IQ SS S .� �z 18.66 Werner Iedwon - 068-111-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer o 4�q 5 9 ry 18.72 Jack Di Giorgio - 130-16_648v 15 Howe street Huntington, N. Y. M 0 Fireman 10 3b) 7QS _ Saoo I 10 12,6 7 , S j �' d•' ,2� i5 -o7 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o 40 "I' .il��Z -;40 / 2440 _ 1d S �' �' t� 16.47 0 S 0 S HC -231-1 (9/75) N 3 Date 1, George H. Broschardt _ Paymaster (Name of signatory party) (title) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract No. 1981t!J; that during the payroll period commencing on the 1Z day of L 19-P-5, and ending the�3lsy of , 19 85 all persona employed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborer or mechanics contained therdn are not less than the applicable wage rates contained In any wage determination incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed NC -231-1 (9/78) REVERSE in the contract ha: made to approp_ ;rams jlr 1Ae benefit of such employe, ted in Section 4(c) below. . (b) WHERE FRINGE BENEFITS ARL PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS TION IREMARKS NYS DEPT. OF TRANSPORTATION CONSTRUCTION SUBDIVISION NAME OF CONTRACTOR GE 0. W. ROG OR SUBCONTRACTOR CONSTRUCTION CORP TION CONTRACTOR'S PAYROLL STATEMENT (For Contractor's Optional Use; See Instruction, Form HC -231-2) ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. IsxV "N FOR WEEK ENDING /& ,Q/L v7�, / �.� PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. I PROJECT OR CONTRACT NO. 1981 -1 111 NAME ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE (210N 0p0 I F �a _ � 6 (3) WORK CLASSIFICATION Ir O O (4) DAY AND DATE (5) TOTAL HOURS (9) RATE OF PAY n V r (BI DEDUCTIONS 19) WA ET G FS PAID FOR WEEK W h F a u I M ITu 171 J o? FICA WITH - TAX NYS NYC OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder o ��� �D �00 5 19.91 Thomas Stach -141-34-50 18 Yorkshire Place Perlin, N. J. 0 M 1 Foreman Dockbuilder o 444 / 61t%*7 / 173y 6P0u _ l94� 'PorZ4 474 s P' �' .?cd 19.91 Gunnar Berg - 061-36-927 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 01� S !s �� (o,�p� . D 1A8 3;a3 s �� 18.66,S1 Anthony Modafferi - 065-28-9611 Li5 Cortlandt Street °taten Island, N. Y. M 1 Dockbuildtr 0 1� ,��} 1�b aS- ! ff 0 170 1&6 520,6 41,2S_S_ S F 9? 1 2 �z 18.66 Werner ledwon - 068-1144-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer 0 �0�1 b To�q 6i�.5160 lo -s a� 31��� X9/6. S 9 9 1 7 18.72 1 Jack Di Giorgio - 130-1616-48 15 Howe Street Huntington, N. Y. M 0 Fireman 0 I{pg I 30 S _ Sago s 9 •2%1 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o 30 :1�/3Z �O .24/0 � 7 0 / 1;? 01114 S g 16.47 0 ts 0 S HC -231.1 (9/75) N � `�• r -r .moo, 7��Jd �S� 1, George H. Broschardt Paumaster (Name of signatory party) (710e) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO• W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract No. 198LA that during the payroll period commencing on the 1_ day of L 19, and ending the�3ay of74 , 19_L, all persons a ployed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated tato the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®_ In addition to the basic hourly wage rates paid to each laborer or mechanic Wted in the above referenced payroll, payments of fringe benefits as listed MC -231-1 (91761 REVERSE .u,Iployer- Aed In `�::!!nn 4(c) below. (b) W HERE FRINGE BENEFITS ARE PAID IN CASH ❑ —Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS IREMARKS NAME AND nTL E George H. Broschardt - Payma. DCPLANATI NYS DEPT. OF TRANSPORTATION CONSTRUCTION SUBDIVISION CONTRACTOR'S PAYROLL STATEMENT (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOROR SUBCONTRACTOR GEO. W. ROGE COIETRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. ✓cv FOR WEEK ENDING �2/L o��, / x.- PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 I 11 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE (2)ZN 0Z p�0 �Zi Z}a (3) WORK CLASSIFICATION O O (4) DAY AND DATE (5) TOTAL HOURS (6) RATE Of PAY v l81 DEDUCTIONS (9) NET WAGES PAID FOR WEEK W frh I F a ru. M Tu 1� � % � oy a FICA WITH- HOLDING TAX M NYC OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder 0 ���0j,0 �DO �5� 6 33 /99/ 7�s" �90. Sp' �� 19.91 Thomas Stach - 141-34-5010 18 Yorkshire Place Parlin, N. J. M 1 Foreman Dockbuilder 0 4j LI / 6Ap / /71/ / 6f0l i9q1 //// 3412 ' 4 477 ,J s P' �' .�� 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue 4taten Island, N. Y. M 1 Dockbuilder 0 y� 1�b �s �jF �� / (0 4VQ ,/ �w 0 c/ 1&16 3 .� o�s� s .24d 18.66 Anthony Modafferi - 065- 45 Cortlandt Street Staten Island, N. Y. 8-9 M 1 ll DockbuildQr 0 �1 SIA 6 5-ZaB �aSS s .2� 18.6602IV7o Werner ledwon - 068-14-0894 60 Cordelia Avenue Island, N. Y. M 4 Operating Engineer/Staten 0 zo 6i�,j X60 (� a� s 19 g 18.72 Jack Di Giorgio - 130-1b 15 Howe street Huntington, N. Y. 48 M O Fireman 0 W 7 .T _ SAM z3�0 � 107SI S p d �' �� X5'07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer 0 q �03.Z SAO , / .2440 _ 10 loZ b s �' c� 16.47 0 S 0 S HC -231.1 (9/75) i 7 l —222-rme— _,.ardt Paymas'Qr (Name of signatory party) (TIUe) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) (Bullding or work) Contract No. 19811!,�J ; that during the payroll period commencing on the 1_ day of— 19-, and ending the�3�ay of , 19-§5— all persons e4ployed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage delermination Incorporated tato the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duty registered in a bona fide apprenticeship program registered with the New York State Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®_ In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed HC -231-1 (11M) REVERSE --np,oyc, (b) WHEIU, F AINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS N ATI O N REMARKS NYS DEPT. OF TRANSPORTATION CONTRACTOR'S PAYROLL STATEMENT CONSTRUCTION SUBDIVISION (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OFCOVTRACTOR OR SUBCONTRACTOR GEO. W. ROGE COWTRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. Isk4C l FOR WEEK ENDING 14&,e/4 a7., / ,fS- PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 111 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE (2)ZN S =DEDUCTIONS p0 �Ii �� Z § (3) WORK CLASSIFICATION F Q O O (4) DAY AND DATE (5) TOTAL HOURS (8) RATE OF PAY V (61 19) NET WAGES PAID FOR WEEK W rrh F a Su I M ITu 1, % / oy a FICA WITH- HOLDING TAX NYS NYC OTHER OF�URIONS HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder 0 ►�110 I jD a 1p00 5 r ,�4, 19.91 Thomas Stach - 141-34-50 18 Yorkshire Place Parlin, N. J. 0 M 1 Foreman Dockbuilder 0 sae 6ca ��`7''.JO ifaz � 9�I/ �0�70 T 740 S �' �' .7� 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue 4taten Island, N. Y. M 1 Dockbuilder 0 }� .�S /,10 04� ,211 o 1A8 3�3 S I' 211 18.66 Anthony Modafferi - 065-28-9611 L,5 Cortlandt Street Ftaten Island, N. Y. M 1 Dockbuild�r 0 41� �(j 4* .�� / eff 630 �IV7o �A6 32aV �asS" s If �� 18.66 Werner ledwon - 068-14-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer 0 /06 To 6,�s X60 �s a� _ �,��� �9i6. S 9 18.72 Jack Di Giorgio - 130-16 15 Howe street Huntington, N. Y. 48 M 0 Fireman 0 g 3�� 7 S _ 5aQ0 2390 _ ll02 S e If 2%1 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o :je.32 S>400 .2 41/k r _ 10 1d, S�1� s If r � 7" 16.47 O S 0 s HC -231.1 (9/75) 1,_ George H. Broschardt Paymaster (Name of signatory party) (71t1e) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO• W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services (Contractor or subcontractor) (Building or work) Contract No. 1.98L1 3, ; that during the payroll period commencing on the ZZ day ofa?_�� 19-1, and ending the�3ay of , 19 8� all persons ployed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of -the New York State Labor Law, and described below, (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not leas than the applicable wage rates contained In any wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the aork he performed (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®_ In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of fringe benefits as listed HC -231.1 (9175) REVERSE oyer, (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ —Each laborer or mechanic listed In the above referenced payroll has been paid, as Indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS NYS DEPT. OF TRANSPORTATION CONTRACTOR'S PAYROLL STATEMENT CONSTRUCTION SUBDIVISION (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOROR SUBCONTRACTOR GEO. W. RODE COWTRUCTI,'-)N CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. _57/ 11C FOR W3V ENDING ,Q/L /o/ / A-5- PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 I I) NAME., ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE (2)0,0 z DD F 4 4 Z §6 (3) WORK CLASSIFICATION U)Fu ¢ O O (4) DAY AND DATE (5) TOTAL HOURS l8) RATE OF PAY (7) GROSS AMOUNT EARNED (BI DEDUCTIONS (9) NET WAGES PAID FOR WEEK W h F FK u M Tu �� �� 1.2 I �C / FICA WITH HOLDING TAX NYS NYC OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder o /'/n 7#0 4cc /.Wj�� 5 O 00-19.91 Thomas Stach - 141-34-5010 18 Yorks M.re Place Parlin, N. J. M 1 Foreman Dockbuilder 0 77o6�� 6� /7 . 4AN Q %79/ '/ ,��Ll0 sl g, .0 '' // 'Io 19.91 Gunnar Berg - 061-36-927 11.1 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 Gla aJ_j 15,_704,,192 Z/,7, AW 3,�a3 A, .5S, s Ja 118.66 Anthony Modafferi - 065-18-96)11. 45 Cortlandt Street °taten Island, N. Y. M 1 Dockbuilder 0 7�A'/v - /S ff 6.-k,2 ,��%O /JP6�7 s g g 8 A1.0 18.66 Werner Iedwon - 0E8-14-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer 0 s !� !� 9 9 ��� 18.72 Jack Di Giorgio - 130-16 15 Howe Street Huntington, N. Y. 48 M 0 Fireman 0 j p s 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o s g P' 16.47 0 S1 0 S HC -231-1 (9/75) 7 Date I. George H. Broschardt Paymaster ( Name of signatory party) ( Title) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO• W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) (Building or work) Contract No. 19811-41 that during the payroll period commencing on the day ofX14 19-§-5, and ending the�day of L , 19 8� all person employed on said project have been paid the full weekly wag eamed, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not leu than the applicable wage rates contained in any wage determination incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. " (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed HC -231-1 (9/75) REVERSE xve been or will be made ir. Togrra= e ben, ch employees, exceptas noted in Section 4(.., ;elo4:. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ —Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION REINARKS F2 NAME AND TITLE George H. Broschardt - Payma.st SIG RE NYS DEPT. OF TRANSPORTATION CONTRACTOR'S PAYROLL STATEMENT CONSTRUCTION SUBDIVISION (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOR OR SUBCONTRACTOR GEO. W. RODE CONSTRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. _57/ )C FOR W5p< ENDING ,Q/� /6 / fs- PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 (1) NAME ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE (2)0N b 0 y oo?0 Cj Z2 F n Z§6 (3) CLASSIFFIICATION F X O F O (4) DAY AND DATE (5) HOURS (8) RATEGROSS OF PAY (7) AMOUNT EARNED tB► DEDUCTIONS (9) N ET WAG PAID FOR WEE}( W h F a u M Tu �Q �� �/Z /6 FIG WITH- HOLDING TAX NYS NYC - OTHER TOTAL oEDUCT10N5 HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder o 7#0, %cc �S�sP 6 33 /49i 1 � S 00 IF 19.91 Thomas St ach - 1.41-34-50 18 Yorkshire Place Perlin, N. J. 0 M 1 Foreman Dockbuilder o �} '/ 776 4/0 / b� 17 S i �' ''// 7"0 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 61/9 aJ� I.5V kid ,? ,?Y D Ar66 3;aj s �' �' �D 18.66 Anthony Modafferi - 065-28-9611 L5 Cortlandt Street Staten Island, N. Y. M 1 Dockbuilder 0 ' 74 /, �.� /.S �� 6D,Z oZV70 7` /JP66 s g g 8 �0 18.66 Werner Iedwon - 068-1.1.1-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer 0 0d�ia 657 5 9 q c� 9 9 �S, 18.72 Jack Di Giorgio - 130-16 15 Howe Street Huntington, N. Y. 118 M 0 Fireman 0 s P �' i5•o7 John Russo - 080-22-4925 338 Waverly Avenue Medford N. Y. M 2 Maintenance Engineer o S P p- P '/ `1a 16.47 0 S 0 S FIC -231-1 (9/75) .7 . Date � r 1, George H. Bro/s'chardt Paymaster (Name of signatory party) (77tle) do hereby slate: (1) That 1 pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services (Contractor or.ubconlractor) (Building or work) Contract No. 198L!,41 that during the payroll period commencing on the /4 day of l4?11– 19-§-5, and ending theme% day of L , 19 all person employed on said project have been paid the full weekly wa/gX earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages eained by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rata for laborers or mechanics contained therein are not less than the applicable wage rata contained in any wage determination incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic, listed in the above referenced payroll, payments of fringe benefits as Hated .ave been or will be made to ;:rogrn:ar :or ;:ie bent each employees, except as noted In Section 4(c, oclow, (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as Indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rale plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS IREMARKS NAME AND TITLE George H. Broschardt - Paymast NYS DEPT. OF TRANSPORTATION CONSTRUCTION SUBDIVISION CONTRACTOR'S PAYROLL STATEMENT (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOR OR SUBCONTRACTOR GEO. W. ROGE COILQTRUCTION CORP TION s - ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. _57/ 314C FOR W ENDING / PROJECT LOCATION Cross Sound Ferry Services, Orient, N. Y. PECT OR CONTRACT NO. ROJ 1984-1 111 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE (2)(3 00 F Z�6 (3)131 WORK CLASSIFICATION 41) IrW O O (4) DAY AND DATE (5) TOTAL HOURS (6) RATE OF PAY (7) GROSS ''MOUNT EARNED (a) DEDUCTIONS 191 NET WAGES PAID FOR WEEK 1rh I F a 15u. I M ITu �Q �� /jZ � � � /6 FICAHOTAX WITH" � NYC OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder o //,/^ %�b' / (p�0 /S�sp 6 33 -- X99/ aW,7 40,t 5 ( '' //- 7� 19.91 Thomas Stach - 141-34-5010 18 Yorkshire Place Perlin, N. J. M 1 Foreman Dockbuilder 0 /} 7760 // �7�4 �7 pp �ODa //�� /97/ ,,// .?.�Y'O s � � � 0 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 S �y 8 �' p, y/o 18.66 J'nthony Modafferi - 065-28-9611 45 Cortlandt Street Staten Island, N. Y. M 1s Dockbuilder 0 i 6 ,0,5ds /S �� 6�a,z a �70 /�66 3 �.o7, g S 8 �0 18.66 Werner Iedwon - 068-14-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer o fill;- s !� q 9 9 9 �S, 18.72 Jack Di Giorgio - l3o_l6.-6480 15 Howe Street Huntington, N. Y. M 0 Fireman 0 S P r 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o S P' 70 16.47 0 S 0 S HC -231-1 (9/76) Date f -r 7 to I,_ George H. Broschardt , (Name of signatory party) do hereby state: Paymaster (710c) (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services (Contractor or subcontractor) (Bulldbog or work) Contract No. 19811-�l that during the payroll period commencing on the day, of ���' 19._..,2, and ending the4day of all person employed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not las than the applicable wage rates contained In any wage determination Incorporated Into the contract; that the clastificatlons set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic, listed in . e referenced payroll, payments of fringe benefits as Hated r9n5) ..ave been or will be made to rogrnnr. :or Gie bear e.ich employees, except as noted in Section 4(cj odow. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed In the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS r NAME AND TITLE George H. Broschardt - Paymast SIG RE /� NYS DEPT. OF TRANSPORTATION CONTRACTOR'S PAYROLL STATEMENT CONSTRUCTION SUBDIVISION (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOR OR SUBCONTRACTOR CEO. W. ROGE CONSTRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. -5,/ x. ` FOR W5FK ENDING ,Q PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N.Y. PROJECT OR CONTRACT NO. 1984-1 111 NAA/E. ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE l20 J0 jr 2 6�g Z� (3) WORK CLASSIFICATION O � O (4) DAY AND DATE (5) TOTAL HOURS (6) RATE OF PAY (7) GROSS AMOUNT EARNED (B) DEDUCTIONS (9) NET WAGES FOR WEEK W h F a U M Tu /O // / 7 /� / / // G f1� WITH- HOLDING TAx NYS NYC OTHER DEDUCTIONS HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder 0 �cc /S SP 14337 S F e IF 19. 91 Thomas Stach - 141-34-50-0 18 Yorkshire Place Perlin, N. J. M 1 Foreman Dockbuilder o 17 3P Llo S i F1 ov 19.91 Gunnar Berg - 061-36-927 Ill Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 S g �' p c�p 18.66 finthony Modafferi - 065-18-9611 45 Cortlandt Street Staten Island, N. Y. M 1 Dockbuilder 0 7�IZ �/o �s 3 s5-, s 18.66 Werner Iedwon - 068-14-0894 60 Cordelia Avenue Staten Island, N. Y. M 4 Operating Engineer 0 5 9 Iq I 9 9 9 �S, 18.72 Jack Di Giorgio - 130-26-648 15 Howe Street Huntington, N. Y. M 0 Fireman 0 b3iZ p �0 .7 / /v��06 0��%� 3/.Z / LAC S / �5-o7 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer'' o S. �% // 70 16.47 0 S 0 S HC -231-1 (9/75) 7 Date f 1, George H. Broschardt Paymaster ( Name of signatory party) ( Title) do hereby slate: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services (Contractor or subcontractor) (Building or work) Contract No. 19811J1 that during the payroll period commencing on the day of &/I'��, 19=1, and ending tha4of L , 19—. , all person employed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mec4anW listed In the above referenced payroll, payments of fringe benefits as listed HC -231-1 ( , REVE` .:ave been or will be made to , ^rogrn:ar. :or "ie bens• vich employees, except as noted in Section 4(c) oclow. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as Indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRA IREMARKS NAME AND TITLE George H. Broschardt - Paymast SIG RE NYS DEPT. OF TRANSPORTATION CONTRACTOR'S PAYROLL STATEMENT CONSTRUCTION SUBDIVISION (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOR OR SUBCONTRACTOR GE.O. W. RI')GE C0W_TRUCTI0N CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. �A/S�ZiZ. FOR WEEK NDING 9 /f PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 111 NAME. ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE 1210 Y Z9 rj 14� (3) WORK CLASSIFICATION O O (4) DAY AND DATE (5) TOTAL HOURS (0) RATE OF PAY (7) GROSS AMOUNT EARNED (B) DEDUCTIONS 191 NET WAGES PAID FOR WEEK W h F a u M Tu 6 FICA WITH- HOLDING TAX NYS NYC OTHER TOTAL DEDUCTIONS HOURS WORKED EACH DA John Walters - 3141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder o �✓ JX ,?;z 4_W 4rif o ,?oq 3i sp 51a4 TS 70 19.91 Thomas Stach - 141-34-5010 18 Yorkshire Place Parlin, N. J. M 1 Foreman Dockbuilder 0 / ��6-�a 6.3� ��% y�/f% _ 0?0 / �9 /y s �' 0 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 / ��► a /yo6d 66� �63b C ��o ��o .Z s g P 18.66 AnthorW Moda.fferi - 065- 45 Cortlandt Street `taten Island, N. Y. 8-9 M 1 11 Dockbuilder o r /� 170 JW .246 --76 ` Lq 6e4 , /o s Werner ledwon - 068-1.1.4-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer 0 � /Y / // MOK 787;J4 , s if L� Cl 9 Cr s�s 18.72d�Il'' Jack Di Giorgio - l3o-l6_6489 15 Howe Ftreet Huntington, N. Y. M 0 Fireman 0 / 6324 _ S S ".�/ YO 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o f / dq/ / ��b ��p/ ��Try �,/ 7L�i r o2 s �' 8 �® 16.47 0 S Is 0 HC -231-1 (9/75) 3 Date99OZZL W- �� i,George H. Broscbardt Paymaster ( Name of signatory party) ( Title) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) (Building or work) Contract No. 198L.;ll ; that during the payroll period commencing on the day of �� 18_1, and ending the�ay of:,/that all persons ployed on said project have been paid the full weekly wag earnno rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. 1112 '1 That any payrolls otherwise under this contract requited to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanky contained therein are not less than the applicable wage rata contained In any wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That, (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ® — In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of triage benefits as listed NC -231.1 (9/75) REVERSE In the contract have bee-. benefit of such employees, exc appropriate programs for the Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION IREMARKS NAME AND TITLE George H. Broscbardt - Paymast SIGMA RE NYS Ut PT. OF TRANSPORTATION I uN:. 1 RUCTION SUBDIVISION CONTRACTOR'S PAYROLL STATEMENT (For Contractor's Optional Use; See Instruction, Form HC -231.2) NAMt Lw CONTRACTOR ON SUBCONTRACTOR - (;E c�. W. 11 COW3TRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO, FOR WEEKGING Q PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 111 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE 121= �Z9 431 WORK CLASSIFICATION 14 h O 141 DAY AND DATE (SI TOTAL HOURS (6) RATE OF PAY (7) GROSS EARNED 181 DEDUCTIONS 401 WAGES PAID FOR WEEK W h F a u M Tu L CJ FICA HOLO NO TAX 1�1V NYC OTH[!1 TOTAL OFDUCT1oNs HOURS WORKED EACH DA John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder 0 &.22 4-W 4r/ 6�� _ coq 3i s� 5J61 s 91 8' 40 19.91 Thomas Stach - 141-34-5010 18 Yorkshire Place F'arlin, N. J. M 1 Foreman Dockbuilder ° / fg� "?a 13,w 117?t XZ01 _ S � 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 03, a iyo66 66� �6 .7�1�1�4 '/ �% s P �� 18.66 Anthory Moda:fferi - 065- 45 Cortlandt Street gtaten Island, N. Y. 8-9 M 1 11 Dockbuilder 0 07 J� 30 ' / X70 /68 i, .�� uep �, f6 s �r 18.66 Werner Iedwon - 068-14-0 60 Cordelia Avenue Staten Island, N. Y. 94 M 4 Operating Engineer 01 1 y /v �� dill M 787 W I s Lt I 9 7 9 7 �•` 18.72 Jack Di Giorgio - 130-26-648 15 Howe Street !Huntington, N. Y. M 0 Fireman ° It _ 5 8 � � ? � Y//O ', i5 -o7 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer 0 ��b �37vv s g 8 �/ 'f� 16.47 0 s 0 s LIC -271.1 (9/75) C/ 3 i 1, George He Broschardt (Name of signatory party) do hereby state: Paymaster (Title) (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) I ( Building or work) Contract No. 1984JQ—; that during the payroll period commencing on the dayof 18_1, and ending the ay of Sl/tatlno all persoas ployed on said project have been paid the full weekly wng earnrebate have been or will be made either dyrectly or lmdlreedy to or on behalf of said GEO. W. ROGERS CONSTRU4TION CORPORATION from the full (Co itractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or Indirectly from the full wages eat ned by any person, other than permissible deductions as defined in Article 6, Section 193 of the few York State Labor Law, and described below. (2) That any payrolls otherwise under this contract rtgaired to be submitted for the above period are correct and complete; that the wage rates for laborrua or mechanics contained therein are not leu than the applicable wage rates contained In any weq(e d il, Inrtion Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period Rre duly registered in a bona ride apprenticeship program registered with the New York State Depertment of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates Auld to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed HC -231.1 (0/76) REVERSE ine ce benefit of s;. (b) WHERE FRINGE BENEFITS Aft AID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll bas begin paid, as Indicated on the payroll, an amount not las than the sum or the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted In Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS NAME AND TITLE George H. Broschardt - NYS ULPI OF THANSPORTATION r.tlN:.I HUCT-IUN SUBDIVISION CONTRACTOR'S PAYROLL STATEMENT ( For Contractor's Optional Usu; Sou Instruction, Fornl HC -2312) r.Aeid CW C:UNTHACTUR OR SUBCONTRACTOR r;E(). W. 11WE COI.TRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO, /tel FOR WEEK DING /V/Z/L 9 / �S PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO, 1984-1 111 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE 1212 �$ 131 WORK CLASSIFICATION 1.; rc p D 141 DAY AND DATE ISI TOTAL HOURS 101 RATE DF PAY 171 GROES AMOUNT EARNED 181 DEDUCTIONS ISI NET WAGES fOPAID WEEK W 1rh I F a u M Tu 6 'IU WITH- HOLDING WITH - NYS NYC OTHE11 DEDTOTAL UCTIONS HOURS WORKED EJK H DA John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman ` Dockbuilder 0 �✓ J�9,22 430 WIf / S "� ..// 7� 19.91 Thomas Stach - 141-34-5010 18 Yorkshire Place Parlin, N. J. M 1 Foreman Dockbuilder 0 �.�d �a / U / 7-21 _ S +� 19.91 Gunnar Berg - 061-36-9270 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 /y �� a 11066 66 pa 07 1X636 ��o �o S /0 18.66 Anthory Modafferi - 065- 115 Cortlandt Street Staten Island, N. Y. 8-9 M 1 11 Dockbuilder 0 / ��� y` �� X709f .2�-M ` Vif0 41O s O �, �J �r 18.66 Warner Iedwon - 068-14-U94 60 Cordelia Avenue Staten Island, N. Y. M 4 Operating Engineer 0 1061-1; X711 /ti g S L% 9 7 9 ( ��!' 18.12 Jack Di Giorgio - 130-26-648 15 Howe Street Huntington, N. Y. M 0 Fireman 0 S g ', YO i5 -o7 John Russo - 080-22-4925 338 Waverly Avenue lladford, N. Y. M 2 Maintenance Engineer o �at/b �3 �, ,G'1 - .2 S S �' 0 16.47 0 5 0 5 $W 231-I 19/751 C/ 3 Date Y y•. 1, George H. Broschardt Paymaster (Name of signatory party) (710e) do hereby state: (I) That I pay or supervise the payment of the persona employed by GEO • W • ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract No. 198L6JJ ; that during the payroll period commencing on the day of - 19-, and ending the�3ay of�6 -,19-95—, all persons ployed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained In any wage d ination Incorporated Into the contract; that the classiikations set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of hinge benefits as listed HC -231.1 14/761 REVERSE ,-rive ber of such employees, ex �prlate = ?10 action 4(c) be)ov. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll has been paid, as Indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rale plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS KWE AND TME George .:^S�� �*agi�*�ti-�w711rt«•w*,�Cw*..raz„n.e. .�.,�;.:... .,»� -- W .:^S�� �*agi�*�ti-�w711rt«•w*,�Cw*..raz„n.e. .�.,�;.:... .,»� -- W taus utt•T. OF TRANSPORTATION l,N:, I IIUCT ION SUBDIVISION CONTRACTOR'S PAYROLL STATEMENT (For Contractor's Optional Usti; See Instruction, Form HC -231.2) /.Amt Uf CONTRACTOR OR SUBCONTRACTORADDRESS GEO. W. h0GE CONSTRUCTION CORP TION 33 Rector Street, New York, New York 10006 PAYROLL NO, FOR WEEK DING Q /�/Z/L 7 / �S PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 111 NAME, ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE 121= �ZI f }LS 131 WORK CLASSIFICATION H 0 O 141 DAY AND DATE 131 TOTAL HOURS 101 RATEGROSS OF PAY 171 EARNED (81In DEDUCTIONS 181 N ET WAGES PAID FOR WEEK W h F 8 u M Tu 6 FICA WITH- HOLDING AX NYS NYC OTHER TOTAL DEDUCTIONS HOURS WORKED FJ1CH DA John Walters - 141-34-079'0 24 Raffman Road Bloomingdale, N. J. M 4 Foreman ` Dockbuilder o J 63M 4flf S ¢ Q If 70 19.91 Thomas Stach - 141-34-5010 18 Yorkshire Place Parlin, N. J. M 1 Foreman Dockbuilder o / ��6,�a 6349 Mf y.2/ _ ;O 79��y S 106 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder D �y / �3. a ✓� /yo66 6649 '26f_16 Mfo 4/o z TS p �0 18.66 AnthorW Modafferi - 065- 45 Cortlandt Street Staten Island, N. Y. 8-9 M 1 11 Dockbuilder o i /✓ MA �0 170ig d8 .2�_i6 ` go tlo s P f, 40 18.66 Warner Iedwon - C68-14-0894 60 Cordelia Avenue Staten Island, N. Y. M 4 Operating Engineer o /Y gi ;J4 Li s Lt 9 4 q CI �s 18.72 Jack Di Giorgio - 130-16-648 15 Howe Street Huntington, N. Y. M 0 Fireman ° 11 1 63�Q �� a ,���6�.5���i � .� � zk//5 S 9 9 YO 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o Q1711 b 13dATH - .2 3 s S 8' �� 16.47 O 5 D S, HC 231.1 19/75) l 3 I, George H. Broschardt Paymaster (Name of signatory party) (71Ue) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO• W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services (Contractor or subcontractor) t (BuIldingorwork) Contract No. 198LQ ; that during the payroll period commencing on the dayof _ 18a and ending the 9 ay of all persons ployed en said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or Indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained In any wage de0eranlnation incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of tiring# benefits as listed HC -431.1 10/751 REVERSE benet:i ~e, etc Section 4(c) below. (b) WHERE FRINGE t, i,NEFITS ARE 1 AIV 1N CASH ❑ — Each laborer or mechanic listed In the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed In the contract, except as noted in Section 4(c) be!pw. (c) EXCEPTIONS REMARKS NAME AND TME George H. Broschardt - Payma.st i. 4 EXPIANA NYS DEPT. OF TRANSPORTATION CIINSTRUCTItN SUBDIVISION t CONTRACTOR'S PAYROLL STATEMENT ( For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF COV RAC R ja OR SUBCONTRACTOR GEE. W. OGE CONSTRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. FOR W ENDING� / PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 (1) (2)1 9 (3) F (41 DAY AND DATE (3) (6) (7) (8) (9) h F 'a u M Tu NAME, ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE F CLASSIFFIRK ICATION O wW�HOI TOTAL HOURS RATE OF PAY GROSS AMOUNT DEDUCTIONS NET WAGES PAID 2, WITH NM NYC TOTAL 9§6 O EARNED FICA HOLDING TAX OTHER DEDUCT10N5 FOR WEEK RS ORKED EACH DAY John Walters - 141-34-07 0 Foreman o 24 Raffman Road M Dockbuilder Sr? l� ,/ ` 0 19.91 Bloomingdale, N. J. 4 / 6 `�` 1.J�T� k4g Thomas Stach - 141-34-5010 Foreman 0 18 Yorkshire Place Perlin,, N. J. M 1 Dockbuilder ,! 7 ` / 6 ''// . / b�®Z /QQ/ iU ���� s S 8' 40 19.91 Gunnar Berg - 061-36-927 o 111 Arlington Avenue M Dockbuilder IS 8 7� 18.66 Staten Island, N. Y. 1 ��b�� !�"� b� '�'�// fit' D / CZO�3iC.'S 5 Anthony Modafferi - 065- 8-9 ll 0 h5 Cortlandt Street M Dockbuilder s � 18.66 Staten Island, N. Y. 1 7 -g, 6�j2 ap" -3� l� S Werner Iedwon - 066-8-14-0894 Operating o 60 Cordelia Avenue M Engineer S 9 q �s 18.72 Staten Island, N. Y. 4 4?��1/0 6�3� '/ 77' ��� ,/ 07 Jack Di Giorgio - 130-16--648 0 15 Howe street M Fireman Huntington, N. Y. 0 s g If X5.07 60.Z�� -A-41 !lf ''`` Sj)7! John Russo - 080-22-4925 Maintenance o 338 Waverly Avenue M Engineer Medford, N. Y. 2 5 �% �± 0 �1 =�� 16.47��Q 3 a��i Safi r .mss 3� fs 0 S 0 S J I I I I HC -231-1 (9/75) Date I, George H. Broschardt Paymaster (Name of signatory party) (Title) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO• W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract No. 198L -JJ that during the payroll period commencing on the 64 / _ day of /y� -tel 19-5, and ending the �4ay of , 19A5— all persons employed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not las than the applicable wage rates contalned In any wage de - Ination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rata paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed HC -231-1 (9/75) REVERSE In the _n or will be made to ppropriate programs for the bendit of s� -es, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH Q —Each laborer or mechanic listed in the above referenced payroll has been paid, as Indicated on the payroll, an amount not las than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS f:Ti7'1. t:�� NAME AND TITLE George H. Broschardt - :J VS DEPT. OF TRANSPORTATION CONTRACTOR'S PAYROLL STATEMENT CONSTRUCTION SUBDIVISION (For Contractor's Optional Use; See Instruction, Form HC -231-2) NAME OF CONTRACTOR OR SUBCONTRACTOR GEO. W. ROGE CONSTRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO. FOR W ENDING PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 111 (2)2 (3) F (4) DAY AND DATE (S) (5) (7) IBI (DI NAME. ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE o WORK CLASSIFICATION O TOTAL HOURS RATE OF PAY GROSS AMOUNT DEDUCTIONS NET WAGES PAID W frh I F a u M Tu ]� flu WITH- NYS NYC OTH[R TOTAL d # � O EARNED HOLDING TAX DEDUCTIONS FOR WEEKf HOURS ORKEO EACH DAY John Walters -'141-34-0720 Foreman 0 24 Raffman Road Bloomingdale, N. J. M 4 Dockbuilder ��// 'rU s 0 P `f0 19.91 Thomas Stach - 141-34-50 0 Foreman 0 18 Yorkshire Place Pa rli n, N. J. 1 Dockbuilder `fU / 5 S 19.91 1 I6W Gunnar Berg - 061-36-927 0 131 Arlington Avenue Staten Islands N. Y. M 1 Dockbuilder b 57 5-7 6 W ��,,// Al D MM S 8 9 Y� 18.66 AnthorV Modafferi - 065-28-961l 0 45 Cortlandt Street M Dockbuilder s g 7,0 18.66 Oteten Island, N. Y. 1 ry��� - 6 j� `�66 `1 s Werner Ledwon - 068-14-0894 Operating 0 60 Cordelia Avenue Staten Island, N. Y. M 4 Engineer pp'[/S'/ O S (� J!�,s 18.72 OTS` Jack Di Giorgio - 130-16-648$1 0 15 Howe Street M Fireman Huntington, N. Y. 0 s ff if if 8' F �o X5.07 60Afo �(� L .Spill / ? ✓jg-i7` John Russo - 080-22-4925 Maintenance o 338 Waverly Avenue Medford, N. Y. M 2 Engineer 6.0.ho pp s 8' �0 16.47 0 S 0 s HC -231-1 49/75) s 7 Date I, George H. Broschardt Paymaster (Name or signatory party) (Title) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services (Contractor or subcontractor) (Building or work) i{ Contract No. 1981i!J1 ; that during the payroll period commencing on the day of bta4'C4 19_§� and ending the of , 19_�5' all persons employed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been' made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained In any wage determination incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed In the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That - (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of hinge benefits as Doted HC -231-1 (9/76) REVERSE in the c Ica or will be made to appropriate programs f or tris benefit of eu ces, except as noted In Section 4(c) below. (b) WHERE FRINGE 13 ENEFITS ARE PAID IN CASH ❑ —Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not las than the sum of the applicable basic hourly wage rale plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTIO CRAFT) EXPLANATION REMARKS NAME AND TITLE George H. Broschardt - Paym F- ;4 YS DEPT. OF TRANSPORTATION CONSTRUCTION SUBDIVISION CONTRACTOR'S PAYROLL STATEMENT (For Contractor's Optional Use; See Instruction, Form HC•231.2) NAME OF CONTRACTOR OR SUBCONTRACTOR GEO. W. ROG COMTRUCTION CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO, FOR WW /EENDI G�t � /Y .7 PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1981-1 111 121 (3) F 141 DAY AND DATE 15) 161 17) IBI IDI NAME ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE F CLASSIFICATION RK m O TOTAL HOURS RATE OF PAY GROSS AMOUNT DEDUCTIONS NET WAGES W h F $ u MIT I 0- MATH- N NM NIC NYC TOTAL 9*6 ►= O EARNED FICA HOLDING TAX - OTHLII , DMUCTIONS FOR WEEK HOURS ORKEO EACH DAY John Walters - 141-34-072 0 Foreman o 24 Raffman Road M Dockbuilder S 19.91 Bloomingdale, N. J. Lt 7 / 6 �J�T� 6.33 — ` Q/ �£ /7-� 774P -� Thomas Stach - 141-34-5010 Foreman 0 18 Yorkshire Place Perlin, N. J. M 1 Dockbuilder s 0 $r r 19.91 Gunnar Berg - 061-36-927 0 1.1.1 Arlington Avenue M Dockbuilder I s ly � �0 18.66 Staten Island, N. Y. 1 7464 0S% !�'� 9-wvW '',,// IM M6 ;3,29P9 �� s AnthorW Modafferi - 065-28-9611 0 45 Cortlandt Street M Dockbuilder 7� 18.66 Staten Island, N. Y. 1s s �� 630•Z L�66 a�3 Y�s Werner Ledwon - C68-14-0 94 Operating 0 1 1 60 Cordelia Avenue Staten Island, N. Y. M 4 Engineer s 9 18.72 rs 7� Jack Di Giorgio - l3o-l&.6489 0 15 Howe Street M Fireman Huntington, N. Y. 0 s 9 60 � 8' � 15.07 60.��'0 � ��� ''LL .J�'f/ _ / � jig John Russo - 080-22-4925 Maintenance o 338 Waverly Avenue M Engineer Medford, N. Y. 2 s n 8 p 0 p 0 t�0 16 -fit? 0 S 0 s HC -231-1 (9/75) N Date I, George He Broschardt - Paymaster (Name of signatory party) (11116) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract No. 198L-41 ; that during the payroll period commencing on the day of btaA1C4 19-9� and ending the —� of , 19 8rL, all persons employed on said project have been paid the full weekly wag earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have beeli' made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rata contained In any wage d (nation Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®_ In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the ah;; r referenced payroll, payments of fringe benefits as Hated HC -231-1 (9/75) %,€ HSE In the en or will be made to appropriate programs for the benefit of so ces, except as noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH ❑ —Each laborer or mechanic listed In the above referenced payroll has been paid, as Indicated on the payroll, an amount not las than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed In the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS NAME AND TnTLE George He Broschardt - Payma A, NVS DEPT. OF TRANSPORTATION CONT RACI Oli'S PAYROLL_ STATEMENT C:UKi5THULTION SUBDIVISION (For Contractor's Optional Use; See Instruction, Forl)J HC -231-2) NAME OF COVTRACTOR OR SUBCONTRACTOR CEO. �r1. ROSE COTLGTRUCTI'N CORP TION ADDRESS 33 Rector Street, New York, New York 10006 PROJECT AND LOCATION y PROJECT OR CONTRACT NO. Cross Sound Ferry Services, Orient, N. Y. 19811-1 PAYROLL NO. FOR WEEK ENDING , SCE,/ ?to / fj� 11) (2)ZN 13) ~ 14) DAY AND DATE 151 18) I7) IBI I (9)�� NAME. ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE o f Op Z a �a WORK CLASSIFICATION O H TOTAL HOURS RATE OF PAY GROSS AMOUNT EARNED DEDUCTIONS I NEi WAGES PAID W h F. a u M Tu 1c .�/ FICA WITH- HOLDING w / N!/s �/ I/A y` OTHEp TOTAL 1 HOURS WORKED EACH DAY Z#6 O TAX III / M DEDUCTION!- FOR WEEK John Walters - 141-34-0720 Foreman o 211 Raffman Road M Dockbuilder S 8 �' 0 0 19.91 Bloomingdale, N. J. 4 ..� 6 6 36 Ifi W7 ��// ;,.2 .S.?O,ZJ. Thomas Stach - 141-34-50'10 Foreman 0 18 Yorkshire Place M Dockbuilder Perlin, N.. J. 1 5 8 if' g 19.91 �q��� 36 4 Mz _ ���o fVJ -`'/.; I f - Gunnar Berg - 061-36-927 0 / 111 Arlington Avenue ctaten Island, N. Y. M 1 Dockbuilder S 8 8 g �' �a 18.66 d" d AnthorW Moda.fferi - 065-28-96)11 11 021 45 Cortlandt Street M Dockbuilder `te.ten Island, N. Y. 1 s t/p 18.66 (1 Q 02 a6 ap Werner ledwon - 068-111-0 94 Operating 0 A 60 Cordelia Avenue Steten Island, N. Y. M !tS Engineer 36� !� !� 7 18.72 Jack Di Giorgio - 130-16-60v 0 3 15 Howe Street Huntington,, N. Y. M 0 Fireman (D o� •7Z ���% �� Ir/lY �� b' �� L�o� S d'D 15.07 John Russo - 080-22-4925 Maintenance 0 3 -3 338 Waverly Avenue Medford, N. Y. M 2 Engineer L70.Z S g r� 8' 7p 16.117 0 S - O i I1G231-1 (9/75) 3 V T 77 1, George H. Broschardt Paymaster (Name of signatory party) (TfUe) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONFTRUCTION CORPORATION ( Contractor or subcontractor) on the Cross Sound Ferry Services (Building or work) ✓ Contract; No. 198Li ' ; that during the payroll period commencing on the day of 4&4e 19_§�, and ending the/�ay of all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any. person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payroll@ otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rata for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed He -211.1 (6175) REVERSE will br � <.. • 4vr is benefit of a except as noir Section 4(c) umww. (b) WHERE FRINGE BLIo P FITS ARE PAID 11,4 CASH ❑ —Each laborer or mechanic listed in the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS NAME AND TITLE George H. Broschardt - Paymast NONA RE .. (..I1LPI.1,1-IItAN5POHIAILUN GON'TIiACIOICSPAY Ii0IA SfATEMENT it ll; I IUf�I 4UU0IVIJIUIJ iFoi Contractur's UptioikaI IJ!,u; St.w In:.owLtion, Funu N(;-131-2) IJAM IL OF COIJrRACTUROR SUBCONTRACTOR AUDHt�S Gho. W. ROGE - CONSTRUCTION CORP ,TION 1 33 Rector Street, New York, New York 10006 PAYROLL NO, FOR WEEK ENDING ?W/ / �j� PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT ON CONTRACT NO. 1984-1 111 NAME, ADDRESS, AND SOCIAL SECURITY NUMBER OF EMPLOYEE (2)(3 U) 0 0 JF �� 7 � 6 (3)I.: WORK CLASSIFICATION In c O 141 DAY AND DATE 131 TOTAL HOURS 101 RATE Of PAY 171 GROSS AMOUNT EARNED IBIZ DEDUCTIONS 181 NET WAG ES PAID FOR WEEK W h F a. U M Tlt .�� �3 AICA WITH' HOLDING TAX �( /l�C /1/r,/ /f�J/jI �t�/Cr OTHER TOTAL OLOUCTION5 HOURS WORKED EACH DAY John Walters - 141-34-0720 24 Raffman Road Bloomingdale, N. J. M 4 Foreman Dockbuilder 0)1 / S 6 / // 6 �b 1p�� qq /�67 '�// �a`70 .SZ -z 5 8 �' 8 19.91 Thomas Stach - 1141-34-5010 18 Yorkshire Place Perlin, N.. J. M 1 Foreman Dockbuilder O 2 �qS�� 36 0 y %1f3z _ 7/79 - 5 �' �' Sa 19.91 Gunnar Berg - 061-36-927() .111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder o / f03� �z 0 "57 1 63 �e s 0 18.66 Anthony Modafferi - 065- 45 Cortlandt Street `taten Island, N. Y. 8-9(11 M 1 Dockbuilder 0 l� D sP — r r �l0 18.66 Werner Iedwon - 068-14-0894 60 Cordelia Avenue Staten Island, N. Y. M !(s Operating Engineer OZ A 36pD / ; o % % �% �s' 18.72 Jack Di Giorgio - 130-16 15 Howe Street Huntington, N. Y. 489 M O Fireman ° 3 s D 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o 3 -3 S � � � � 0 L/O 16.117 O s O i . 5 , :ji I 1%)/Ib) V F )f 77 y 1,_ _Georce He Broschardt Paymaster (Name or signatory party) (Title) do hereby slate: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract No. _19811'4_; that during the payroll period commencing on the day or, 1rJ-§-5, and ending the�ZEay of , 18_�5, all persons employed on sold project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEOe W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under We contract required Lobe submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not las than the applicable wage rates contained In any wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ® _ In addition to the basic hourly wage rates paid to each laborer or meebanie listed In the above referenced payroll, payments of fringe benefits as Bitted MC -231-1 (9/78) nEVEn9E �oetit of F- except 0,1 Section 4(c) brtow. (b) WHERE FRINGE BEN EFITS ARE PAID 1N CASH ❑ —Each laborer or mechanic listed In the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed In the contract, except as noted In Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS NAME AND TITLE George H. Broschardt - Psymast .,.,1,1.1.1 ur- INaNSPOHIATIUN CONTHACMII'SPAYHOI.1. SUATEMENT ui i;, l 11111: t I4IN 5111iOJV lblt)ty (For Contractor's Optional l lsu, :;ve InarruLtion, Forlu NC -231-2) Iun+E OF CU.VTRAC TOR OR SUBCONTRACTOR ADDHEbS r► n_ u- Rn(;E CONGTRUCTION CORP TION 1 33 Rector Street, New York, New York 10006 PAYROLL NO. FOR WEEK ENDING 14%9Ie'fv '?&" / dj� PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1981 -1 111 4210 13) F 44) DAY AND DATE (5) (e) (7) 481 Ifll NAME, ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE z„ p90 iSgF CL ASSIFOICATION RK An Ir O H TOTAL HOURS RATE OF PAY GROSS COUNT EARNED DEDUCTIONS NET WAG FS PAID FOR WEEK W h F 5a Su M Tu .�/ iC3 FICA WITH. HOLDING S �� A � f.. OTHER TOTAL DEDUCnOIVS HOURS WORKED EACH DAY 04� Z3� O TAX John Walters - 141-34-07 0 Foreman o 24 Raffman Road Bloamingdale, N. J. M 4 Dockbuilder / J` 6 / 6 �i / Q (�J7I 7367 _ ,,// .x.270 JSZz S 1) 8 19.91 Thomas Stach - 141-34-50.0 Foreman 0 18 Yorkshire Place Perlin, N.. J. M 1 Dockbuilder �qSf� ( 36 a 7f 3;- _ �U /O 3 760.3 ii 5 �' �' 0019.91 4P Gunnar Berg - 061-36-9270 0 �A 111 Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder � f0 p IND, ;, 0 'U&' ol —f Vj f' s �' 8 �' �0 18.6,6 AnthorW %dafferi - 065- 8-9 ll 0)i 45 Cortlandt Street Staten Island, N. Y. M 1 Dockbuilder �' OZ D /tr60V 070 s lP 1r 70 18.66 Werner Iedwon - 06-8-14-0894 Operating O zA 60 Cordelia Avenue Steten Island, N. Y. M 4 Engineer -ov * ; 3177 S 9 �4- 18.72 Jack Di Giorgio - 13o-26..648 ° 3 15 Howe Gtreet Huntington, N. Y. M 0 Fireman 6 02.7.2 53 7 /cO4 ( c 3z 6 � O► lJ t) 5�0 15.07 John Russo - 080-22-4925 Maintenance o 3 338 Waverly Avenue Medford, N. Y. M 2 Engineer S g if '7'O 16.47 0 S 0 Js - Iii: 2Jl-1 lu/!b) 41 )f Pry y I,_ George He Droschardt Paymaster (Name of signatory party) (71de) do hereby slate: (1) That 1 pay or supervise the payment of the persons employed by GEO• W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract No. 198111 that during the payroll period commencing on the day or 1���^QCT/ 19-§�, and ending theA__tlay of all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said GEO. We ROGERS CONSTRUCTION CORPORATION from We full (Contractor or subcontractor) weekly wages earned by any. person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained In any wage determination Incorporated Into the contract; that the classlncations set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed MC -231-1 49/75) RFvFR9F kept as not,, �u SeCtIon 4(t:) (b) WHERE FRINGE DEN I;FITS ARE PAID iN CASH ❑ — Each laborer or mechanic listed In the above referenced payroll has been paid, as Indicated on the payroll, an amount not less than the sum or the applicable basic hourly wage rale plus the amount of the required fringe benefits as listed In the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION RDAARKS NAME AND TITLE George He Broschardt — Paymest PIvS DEPT' OF THANSPOHTATION CONTRACT OH'S 11AYH01_ !. STATEMENT (AIN 1 H+ I ION SUBDIVISION i (For Contractor's Optlurlal Htu, vue hitlu(.tlon, Furl(I HC -23i-2) NAME OF CONTRACTOR OH SUBCONTRACTOR ((��jj C, 0. W. R1�GE CoP "I'RUCTI'SP1 CORP(JF{ TIf1N ADDRESS 33 Rector Street, New York, New York 10006 PROJECT AND LOCATION Y PROJECT OR CONTRACT NO. Cross Sound Ferry Services, Orient, N. Y. 1.98!1_-1 PAYROLL NO. �� FOR WEEK ENDING 111 121(4 13) 141 DAY AND DATE —� (5) (9) (7) (61 19) NAM E. ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE O Zy ppJ0 �iWAG �l CLASSIFICATION � O TOTAL HOURS RATE_ OF PAY GROSS AMOUNT EARNED DEDUCTIONS NET ES PAID W h F a u Mp Tui - f� % 16 �O - RICA WITH- HOLDING Ai/ e y✓ ��%% �Y� OTHER TOTAL HOURS W( EACH DAY _}8 O TAX /Y !! DEDUCnONS FOR WEEK John Walters - 141-34-0720 Foreman o 24 Raffman Road Bloomingdale, N. J. M 14 Dockbuilder / 6lf10 S � � f gy F'TO 19.91 Thomas Stach - 1)41-34-50 0 Foreman 0 18 Yorkshire Place Perlin, N. J. M 1 Dockbuilder // 71b•�v / (0009 ,/ 77.V GfD.? S 19.91 Gunnar Berg - 061-36-927 0 111 Arlington Avenue �'taten Island, N. Y. M 1 Dockbuilder '// 7Yb7� !j- P91 A02 �� o t�66 ddof3 s g S 8 g ,� 18.66 Anthony Modafferi - 065-28-96)11 0 115 Cortlandt Street Ftaten Island, N. Y. M 1 Dockbuilder 74110 ✓� kip.7, �1,7p 1All, 3,;?Cp� 16x." S — op 8 18.66 Werner Iedwon - 068-1.14-0 914 Operating o 60 Cordelia Avenue Staten Island, N. Y. M f4 Engineer '/ �'l��`f'� / % � 1� j 7 �j/7�Z - .�✓+3 Q�O. SCI C, p q t��, 18.72 Jack Di Giorgio - 130-16 148 0 15 IIowe ''treet Huntington, N. Y. M 0 Fireman. �a,fo S p 0 ' `TO 15.07 John Russo - 080-22-14925 Maintenance o 338 Waverly Avenue Medford, N. Y. M 2 Engineer 6,s�0.v��3 /aeil! — S �Q 16.147 o ( .: HC -237-1 (9/75) 5' -7 FA Dae 1, Georye H. Broschardt Pnurtaster (Name of signatory party) (110e) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONFTRUCTION CORPORATION on the Cross Sound berry Services ( Contractor or subcontractor) (Building or work) Contract No. 198L-!1 ; that during the payroll period commencing on the -14 dey of19� and ending thVZ day of all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) uat any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained In any wage determination Incorporated Into the contract; that the classifications set forth therein fer each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®— In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed HC -231.1 (4/75) REVERSE In the coca 0i , ,xrnms for talr benefit of such emp - noted in Section 4(c) below. (b) WHERE FRINGE BENEFITS AitE PAID IN CASH 0 —Each laborer or mechanic listed in the above referenced payroll has been paid, as Indicated on the payroll, an amount riot less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed in the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS NAME AND TITLE George H. Broscbardt — Paymast. SIGMA E IIY� ULPI, OF THANSPOH'I A'I IUN CONTRAC-1 OR'S 11AYHOL L STATEMENT i uiJ:�l lIkit. I It W 5UHhIVIli 1(11'J (For Contractor's Optiunul (►tu; t,uu Ilo wi(.uun, Fulim HC -231-2) 041A14 Lit CUNTHACTOR OR SUBCONTRACTOR AUDHESb (AI -0. W. R1�GE _ C0tFTRUCTI014 CORP ,TION 33 Rector Street, New York, New York 10006 PAYROLL NO. %"JGf/D FOR WEEK ENDING PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. TPROTECT OR CONTRACT NO, 19811-1 (11 NAME ADDRESS, AND SOCIAL SECURITY NUMBER Of EMPLOYEE (2113 pF iO �� Z S 6 (3) WORK CLASSIFICATION In O 141 DAY AND DATE ISI TOTAL HOURS (8) RATE OF PAY (7) MOUNWAGES EARNED IBI 191 NET PAID FOR WEEK W h F M TuGROSSDEDUCTIONS � ME v % / �O FICA w(TM' ROLA TA:t A/I/n/I/� IVY IV T OTHER TOTAL pEDUCTION5 HOURS WORKE EACH DAY John Walters - 2141-34-07410 2!1 Raffman Road Bloomingdale, N. J. M 11 Foreman Dockbuilder o /' / 6� / 6X �S�S (033% /771 . 5 5 �O 19.91 Thomas Stack - 141-34-5010 18 Yorkshire Place Parlin, N.. J. M 1 Foreman Dockbuilder 0 5 Sa �' 19.91 Gunnar Berg - 061-36-927 113. Arlington Avenue Staten Island, N. Y. M 1 Dockbuilder 0 '/ 7Yb.70 � r �� �z �� o Ira 3;OF3 s 00� g � g � 18.66 Anthony 1bdafferi - 065 -28 G5 Cortlandt Street Ftp -ten Island, N. Y. -gal M 1s Dockbuilder 0 7 '�0 ✓� J -7j 7 X70 g — �► 8 18.66 Werner Iedwon - C68-111-0 60 Cordelia Avenue Staten Island, N. Y. 911 M 4 Operating Engineer o �'�.��o �� 7�j Z%�1��✓'� ,D. s 9 9 9 �,; 18.72 .lack Di Giorgio - 130-164648T 15 Howe street ffuntington, N. Y. M 0 Fireman 0 IS '' // 'TO 15.07 John Russo - 080-22-4925 338 Waverly Avenue Medford, N. Y. M 25 Maintenance Engineer o 1647 0 5 0 s 111: 23I -I 7 7 �I, Georre H. Broschardt Paymaster (Name of signatory party) (110e) do hereby slate: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound Terry Services (Contractor or subcontractor) (Building or work) Contract No. 198L-il ; that during the payroll period commencing on the1� day or _ ? 7 Q'4�ek19_1, and ending the2ay of 19-§5 all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage ddermination incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of fringe benefits as hued HC -231.1 19/75) REVERSE h 'Ule COW, benefit of such etni 'Ttr . �.,, ns for it,, a Section A(c) betow. (b) WHERE FRINGE BENEFITS A 0 IN CASH ❑ —Each laborer or mechanic listed In the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed In the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS IREMARKS II EXPLANATION NAME AND TITLE George H. Broschardt — Psymast. SIGMA E y:, ut:Pi u►- IHANSPOHIA71lJN CONTRACIOR'S PAYROLL STATEMENT 11OtJ SUdDIV ItAUN (For Contriwtor's Optional Usu; Sulo (►IJIIL►Ctiun, Form EIC -23'1.2) LAMt OF COV TRACTOR OR SUBCONTRACTOR (►)=U. 1J. RODE �. C01TRUCTIC?J CORP ,TION ADDRESS 33 Rector Street, New York, New York 10006 PAYROLL NO.FOR %'JGf/D WEEK ENDING /Lf/9,2�H /9 / g�•s PROJECT AND LOCATION Cross .Sound berry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 19811-1 11) NAME, ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE 12113 0 QpC �i a Z#6 # 131(4) WORK CLASSIFICATION Ir O D DAY AND DATE I3► TOTAL HOURS 161 RATE Of PAY (7) GROSS AMOUNT FARMED 181 DEDUCTIONS 191 NET WAGES PATO FOR WEEK W h F a ll M Tu // % �p p �O SIU WITH- HOLDING AX �r J / 1/� �y r OTHER TOTAL DEDUCTIONS HOURS WORKE EACH DAY John Walters - 141-34-0720 2!4 Raffman Road Bloomingdale, N. J. 0 M !4 Foreman Dockbuilder o ? : S ''// r0 19.91/771 Thomas Stack - 11141-3l -5010 18 Yorkshire Place Parlin, N.. J. M 1 Foreman Dockbuilder 0 ryry // /�b•�J / p X000/ /l ;r .3f bgOz S �' 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue `'taten Island, N. Y. M 1 Dockbuilder 0 S 00 18.66 Anthony Modafferi - 065- � 5 Cortlandt Street Ftp -ten Island, N. Y. 8-9 M 1 11 Dockbuilder 0 ��0 .J � '/ �70 s 7 0 8 18.66 Werner Iedwon - 068-7.14-0 60 Cordelia Avenue Staten Island, N. Y. 914 M LC Operating Engineer o S 9 9 y ,��; 18.72 Jack Di Giorgio - 130-16-648 15 Howe Street Huntington, N. Y. M 0 Fireman 0 3 ��6•� S � 00 � � � '' // 'TO X5.07 John Russo - 080-22-14925 338 Waverly Avenue Medford, N. Y. M 2 Maintenance Engineer o S "� 7'D 16.!47 0 S 0 s Itc 231-1 Iu//5) 5- 7 7 i I,-- George H. Broschardt Pnmtaster (Name of signatory party) (710e) do hereby state: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONSTRUCTION CORPORATION on the Cross Sound berry Services (Contractor or subcontractor) (Building or work) /1 Contract No. 198lir'_1_; that during the payroll period commencing on the1� day ofy„42405!41911, and ending thow-day of19j.5 all persons employed on sold project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or Indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rata for laborers or mechanics contained therdn are not las than the applicable wage rates contained In any wage determination Incorporated into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®_ In addition to the basic hourly wage rates paid to each laborer or mechanic listed In the above referenced payroll, payments of fringe benefits as listed HG231.1 (9/76) REVERSE ` -u ch r ion 4(c) below. (b) WHERE FRINGE BENEFITS h+. i1) IN CASH ❑ — Each laborer or mechanic listed in the above referenced payroll Ives been paid, as indicated on the payroll, an amount not less than the sura of the applicable basic hourly wage rale plus the amount of the required fringe benefits as listed In the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION RDIARKS IJ NAME AND TITLE George H. Broschardt — Paymest ;Z"44 ,i NYS DFPT. of- IHANSPOHTAT ION CUnpSi fit IC' ZION SUBDIVISION CONTRACTOP'S PAYROLL_ S-rATENKNT (For Contractor's Optional Ube; See histrLICtion, Forrll HC -231-2) NA+ OF CONTRACTOR OR SUBCONTRACTOR GEO. W". RAGE - COWTRUCTI"N CORP TION ADDRESS 33 Rector Street, New York, Neer York 10006 PAYROLL NO. FOR WEEK ENDING �(/f &,q /� / �S" PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. PROJECT OR CONTRACT NO. 1984-1 III 1212 N 131 � 14 (4) DAY AND DATE 151 181 k5 (7Zi IBI 191 W h F a . u M Tu NAME, ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE z MJF 2 �[� WORK CLASSIFICATION I, O � TOTAL HOURS RATE OF PAY DEDUCTIONS NET WAGE PAID 6 �Q // / Flu WITH WITH - HOLDING �J/S l�/D 1 (,,. OTHER TOTAL OURS WO KED EACH DAY Zk� O TAX r DEDUCTIONS FOR WEEK John Walters - 241-34-072,0 Foreman ° 24 Raffman Road Bloomingdale, N. J. M -4 Dockbuilder 6o" 45"V-�y 6 '37 r /99i %��5 �9g ti 5 p 19.91 /�q Thomas Stach - 141-34-5010 Foreman ° 18 Yorkshire Place Perlin., N. J. M 1 Dockbuilder 6// /7 UO&' _ 5 q 19.91 1�44o 0,09 39 y'9/�a�,� Gunnar Berg - 061.-36-927 ° �- 111 Arlington Avenue M Dockbuilder S 18.66 !�'taten island, N. Y. 1 ?�j�i%°�v-5 630; o?V7o /A6 3,o83 Anthony Modafferi - 065- 8-9 ll D G5 Cortlandt Street Staten island, N. Y. M 1 Dockbuilder 5��� a�7o 18.66 s 7���° Z% ��g 6.3oa /&16 Werner Iedwon - 068-14-0 94 Operating D 6��g 60 Cordelia Avenue Staten Island, N. Y. M 4 Engineer s 18.72 a / Jack Di Giorgio - 130-16-648 ° ga 15 — — Street Huntington, N. Y. M 0 Fireman, 02�� /�63 '�5f 1177 fl 5 p O p o 15'07 John Russo - 080-22-4925 Maintenance ° 338 Waverly Avenue M Engineer Medford, N. Y. 2 S 16.47 O i S FIC 231-1 (9/75) Al 1, George H. Broschardt Pa;rnlaster (Name of signatory party) (7111e) do hereby slate: (1) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONCTRUCTION CORPORATION on the Cross Sound Ferry Services ( Contractor or subcontractor) ( Building or work) Contract �No. 1�99884-1 ; thatduringthe payroll period commencing on the day of _ v' L Gam"_'`- 19 1 and ending the A2, inlay of all persona employed on said project have been paid the full weekly wages earned, that no rebates have been or will be made either directly or indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (?) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained in any wage determination incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ®_ In addition to the basic hourly wage rates paid to each laborer or mechanic listed in the above referenced payroll, payments of fringe benefits as listed HC -231-1 (9/75) REVERSE iet the contract J– at be io �. , ., benefit of such empia. rxcept as noteu in Section 4(c) below. (b) WHERE FRINGE BENEFITS ARE PAID IN CASH Q — Each laborer or mechanic listed In the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed In the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS In NAME AND TITLE George H. Broschardt - Paymast SIGMA r� i,,.InLI•I4w1HANSP(JHTAII0N I s u�V.III 1 ll.I IUf,I C. LlUU1V1.,lUIJ Foo 1 lyu; !lot; 111GI11n;111111, I'UI'111 If(' 2:11 1,A1.0 OF CU:v1HACTUH - UH SUBCONTRACTOR f(7 RIDGE .: CONFTRUCTD�N COiPcWTION AUtiltt" 33 hector Street, Near York, Ntyw York 10006 . PAYHOLL NO.FOR WEEK ENDING i PROJECT AND LOCATION Cross Sound Ferry Services, Orient, N. Y. P14QJIE T OH CONTRACT NO. 19811-1 - 111 NAME, ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE 121ZN�_ '0 16 QTn F3 7 {(j 131 WORK CI.ASSIFI/ AT10N F ¢ O r O 141 DAY AND DATE ISI TOTAL HOURS IBI HATE OF PAY //� `h17 ``� 4 1 /1 M'YkT 181 DEDUCTIONS Nur WAVES PAID FOR WEEK W h F .. a ,u -- M Tu --- �Q /� PIS WITH' HOT X �/�!OTHEN /U s ! /Uy� TOTAL ULOUL-TIONS OURS WO KEU EACH DAY John Walters - 2111-34-07'0 Foreman oLl 2►1 Raffman Road Bloomi ngdale, N. J. M .L{ Dockbuilder rs 19.91 Thomas Stach - 141-3)1-50'10 18 Yorks id re Place Marlin, N.. J. M 1 Foreman Dockbuilder O 'i�d•!% 6xy' /7 3$ 69>0a tl7y-40 L S ,.� 19.91 Gunnar Berg - 061-36-927 111 Arlington Avenue Staten Island, N. Y. M 1s Dockbuilder 0 x(9.28 ��6.w0 �s7 I���k G3o� aV7o ��66 .3aog3 7 18.66 !Inthony Modafferi - O65 -28-9d)11 16 Cortlandt Street °ta^ten Island, N. Y. M 1 Dockbuilder 0 7`A(0 �0 5��� A5-7,�g 6J4.a 470 466 �,V f3 s — 18,66 Werner Iedwon - 068-114-Oji914 Operating o — d 60 Cordelia Avenue Staten Island, N. Y. M 4 Engineer S 18.72 Jack Di Giorgio - 130-1b 118 0 00.-L 15 Howe Ftreet M Fireman — — Huntington., N. Y. 0 5 _ 8 15.07 ae///; X9163 °�s� �� 7 John Russo - 080-22-14925 -13N Waverly Avenue M Maintenance Engineer 0 — Medford, N. Y. 2 S 16.147 to S 0 sj I I I I 1, Geori,e ii. Pr- � rdt (Namto(.IRnalni) party) do hereby state: der (TIUe) ( 1 ) That I pay or supervise the payment of the persons employed by GEO. W. ROGERS CON77RUCTinN CORPORATION on The Cross Sound Ferry Services (Contrnclor or subcontractor) (Building or work) Co Il Tsac.ti—L4Q, 19aLV'1 ; that during the payroll period commencing on the pp�� day of �21lJ 19�gq, and ending the �°<_-day of nil persons employed on snid project have been pnld the full weekly wages earned, that no rebates have been or will be made elllier directly or Indirectly to or on behalf of said GEO. W. ROGERS CONSTRUCTION CORPORATION from the full (Contractor or subcontractor) weekly wages earned by any person and that no deductions have been made either directly or indirectly lrorn the fiill wager, earned b an person, other than permissible deductions as defined y � y y r• ,,, Y�... in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required Lobe submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not less than the applicable wage rates contained In any wage determination Incorporated Into the contract; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. ' (4) That: (a) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS ff"t , In addilinn to the basic hourly wage rates paid to rach Inborer or mechnnlr listed In the above referenred payroll, payments of fringe benefits on listed ttC_?:)t.) jwyro nFvr'nSF =.it of su (b) WHERE FRINGE is -cept as nota, ;:, Srrnm; S ARE PAID IN CASH ❑ — Each laborer or mechanic hated In the above referenced payroll has been paid, as Indicated on the payroll, an amount not less than the sum of the applicable basic hourly wage rate plus the amount of the required fringe benefits as listed In the contract, except as noted in Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION I REMARKS I NAME AND TITLE George H. Hroschardt — Paymast .,v•, ur_1.1 (0- 1 HANSPOH I A I ION CONTRACIOH"S PAYHOI_I SI ATt-MENT ur1.11 IItIt: I Iofj aUUUIVI:,IUIv ,For Contractur's Optional I It ; Scats hioritcrlun. Fund IIC-23 1-2) I,AML OF Cu.VIRACTUR UH 5UHCONTRAcroR j�j GAO. W. ROUE S COWTRUCT1,�N CORPMTION AOUittSJ 33 Rector Street, %w York, NLw York 10006 PAYHULL NO. / CJN� fOR WEEK ENDING X!/ ��/,� /,� / �S" PROJECT AND LOCATION Cross Duni !Ferry Services, Orient, N. Y. PHQIECT ON CONTRACT NO. 1981,-1 II1 1212m (3) F (4) DAY AND DATE 151 l81 �"`�17 191 ) DEDUCTIONS 15h_ Sa cu M Tu NAME, ADDRESS. AND SOCIAL SECURITY NUMBER OF EMPLOYEE Q�C N 1 ° G�cSIfO1CAT10N O�Q H TOTAL NOURS RATE Of PAY or /` \ NET WAu� MOU TRSW07K /� FICA WITR• RoTAX A/`y�� ,// �U�V OTHER TOTAL D EALH DAY Z �b O 'y'1/('r �If ! f t UtOUL11014S FOrl wuEK John Walters - 11t1-34-07 0 Foreman 0 211 Raffman Road f3loorningdale, N. J.11 M Dockbuilder 649 97 S 19.91 Thomas Stach - 1111-311-50.0 Foreman o .9 �� /✓I''�� lR Yorkshire Place Yar1in, N.. J. M 1 Dockbuilder / / 0099 i7 3g 69oa S 19.91 0 %�61f° Gunnar Berg - 061-36-9270 0 117 Irlington Avenue M Dockbuilder S — 51� 18.66 Staten Island, N. Y. 1 �7`•�o J�v57 1-5-yyk 630 too /Z6 .3aog3 Inthor-V Modafferi - 065-28-9d)11 0 16 Cortlandt Street M Dockbuilder S — 18.66 `tFten island, N. Y. 1 ?�` �s7�8 6,3oa -2�70 Werner ledwon - 068-14-0 911 Operating 0 60 Cordelia Avenue M Engineer Staten Island, N. Y. 11 S � 18.72 7�•�� ,�ooa l��.?3 636 ���o �a �� ���'�/;; Jack Di Giorgio - 130-16-4148,) 0 15 Howe Ftreet M Fireman — Ifuntington, N. Y. 0 S _ (� 15.0777 John Russo - 080-22-1i925 Maintenance 0 j 338 Waverly Avenue M Engi neer Medford, N. Y. 2 S 16.0 0 0 � I I � Si I 1. Georf.e if. Droschardt Y'yinaster (Name of .Ignelory party) (71Ue) do hereby state: (1) Thal I pay or supervise the payment of the persons employed by GEO. W. ROGERS CONGTRUCTION CORPORATION on the Cross Sound Ferry Services (Contmelor or.ubcontractor) ABuadtng or work) contract N0. 19811 1 that during the payroll period commencing on the day ofy� L � 19_ 1, and ending the �I day of ig 85 all persons employed on said project have been paid the full weekly wages earned, that no rebates have been or will be mpde either directly or Indirectly to or on behalf of said GEO. W. ROGERS CORMUCTION CORPORATION from the full (Contraclor or ■ubcontmclor) weekly wages earned by any person and that no deductions have been made either directly or indirectly from the full wages earned by any person, other than permissible deductions as defined in Article 6, Section 193 of the New York State Labor Law, and described below. (2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; that the wage rates for laborers or mechanics contained therein are not leas than the applicable wage rates contalned in any wage determination Incorporated Into the contrnct; that the classifications set forth therein for each laborer or mechanic conform with the work he performed. (3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with the New York State Department of Labor. . (4) That: (e) WHERE FRINGE BENEFITS ARE PAID TO APPROVED PLANS, FUNDS, OR PROGRAMS IJ _ In addition to the baste bourly wnae rates paid to each laborer or mechanic ilsted In the above referenced payroll, payments of fringe benefits as lister) rIC-211.1 (p/ir,) nFvrn9F bell -fit of al!' (b) WHERE FRINGE DEN I'sa,'l S ARE PAID 1N CASK Q—Each laborer or mechanic listed In the above referenced payroll bas br.j paid, as Indicated on the payroll, an amount not less than the sum of th applicable basic hourly wage rate plus the amount of the required fringe benefits as listed In the contract, except as noted In Section 4(c) below. (c) EXCEPTIONS EXCEPTION (CRAFT) EXPLANATION REMARKS NAME AND TITLE George H. Broschardt — Psymnstj!rl