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Home My WebLink AboutRecreaton Center Improvements133 [~- -~{r-~ ~t. N~ ;, ............................................. · Complete items 1, 2, and 3. Also complete ~tem 4 Jf Restricted Delivery is desired. · Print your name and address on the reverse so that we can return the card to you. · Attach this card to the back of the mailp[ece, or on the front if space permits. 1. Article Addressed to: N"'/ 11 o 5 2. Article Number (Transfer from service label) PS Form 3811, February 2004 ~ $i~.~, /~_ ' ~:"' [] Agent B. ReCeived by ( Printed Name) ~TC. Date of Delivery / D. Is delk, ery eddress different from item 1 ? [] Yes If YES, enter delivery address below: [] NO 3. Service Type (~'~CCertified Mail [] Express Mail [] Registered r'l Return Receipt for Merchandise [] Insured Mail [] C.O.D. 4. Restricted Delivery? {'Ex,re F~e) [] Yes 7003 3110 0001 8549 2990 ELIZABETH A. NEVILLE, RMC, CMC TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD March 17, 2009 Thomas J. Hart Hart Roofing 1123 Jericho Tumpike Commack, NY 11725 Dear Mr. Hart: This office has been informed that the following project has been completed and your bid bond/check can be released: Town Recreation Center Renovations Enclosed please find your bid bond dated October 7, 2007. Thank you for your bid. Very truly yours, Lynda M Rudder Deputy Town Clerk Enos. Page 1 of 1 Rudder, Lynda From: McMahon, James Sent: Thursday, December 11, 2008 8:52 AM To: Rudder, Lynda Subject: RE: bid checks OK to return them From: Rudder, Lynda Sent: Wednesday, December 10, 2008 12:23 PM To: McHahon, .]ames; Martocchia, Michelle; Richter, Jamie Subject: bid checks Please advise if the bid deposits may be returned for the following projects: FI pump station & leach field New Suffolk Drainage Recreation Center - Hart Roofing Town Hall Roof System Lyndo AA Rudder Lynda M Rudder Deputy Southold Town Clerk Principal Account Clerk 53095 Main Road PO Box 1179 Southold, NY 11971 (631)765'1800 ext 265 3/17/2009 ELIZABETH A. NEVILLE TOWN CLERK REGISTKAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hail, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.nor th fork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD November 27, 2007 Thomas J. Hart Hart Roofing 1123 Jericho Turnpike Commack, NY 11725 Dear Mr. Hart: Congratulations. At the regular Town Board meeting held on November 20, 2007, the Town Board accepted the bid of Hart Roofing for improvements to the Recreation Center. A certified copy of the resolution is enclosed. The bid bond will be returned to you at the end of the contract. Please forward the insurance certificates. Thank you for your bid. Very truly yours, Lynda M Bohn Deputy Town Clerk Ens. Southold Town Board - Board ~ng of November 20, 2007 RESOLUTION 2007-878 ADOPTED Item # DOC ID: 3311 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-878 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 20, 2007: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs Supervisor Scott A. Russell to execute an Agreement with Hart Roofing~ 1123 Jericho Turnpike~ Commack~ NY in connection with improvements to the Southold Recreation Center in the amount of $146,000, in accordance with the plans and specifications prepared by L. K. McLean Associates, P.C and in accordance with the approval of the Town Attorney. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: Louisa P. Evans, Justice SECONDER: Thomas H. Wickharn, Councilman AYES: Krupski Jr., Edwards, Ross, Wickham, Evans, Russell Generated November 26, 2007 Page 12 Southold Town Board- L~r Board 4 ting of Ndvember 20, 2007 RESOLUTION 2007-877 ADOPTED Item # DOC ID: 3310 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-877 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON NOVEMBER 20, 2007: RESOLVED that the Town Board of the Town of Southold hereby accepts the bid of Hart Roofing~ 1123 Jericho Turnpike~ Commack~ NY 11725 to install a new metal-over metal standing seam roof system~ new aluminum windows and front entrance door~ at the Southold Recreation Center in the mount of $146,000, all in accordance with plans & specifications prepared by L. K. McLean Associates, P.C. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANZMOUS] HOVER: Daniel C. Ross, Councilman SECONDER: Thomas Iq. Wickham, Councilman AYES: Krupski Jr., Edwards, Ross, Wickham, Evans, Russell Generated November 26, 2007 Page 11 ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765~1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Hart Roofing 1123 Jericho Tumpike Commack, NY 11725 864-1188 BID OPENING Southold Town Recreation Center Improvements Bid Opening 10/4/07 10:00 A.M. 394,400.00 ENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATION NAME: PARTNERSHIP INDIVIDUAL LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of l0 ADDRESS RECORD FORM MAll. BID TO: VENDOR NAME: ADDRESS: CONTACT: TELEPHONE: E-MAIL: ~ OlqLY if different - MAIL PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: FAX: E-MAIL: ONLY if different - MAIL PAYMENT TO: ADDRESS: TELEPHONE: FAX: CONTACT: E-MAIL: Proposal Package 4 of 10 ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the pariners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I certify that I can supply insurance as specified if awarded the bid ~ Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHtS~IzED SI~ATURE Proposal Package 5 of 10 AFFIDAVH' OF NON-COIJ~USION 1 hereby attest that 1 am the person responsible within my l'km for the final decision as to the prices(s) and amount of this bid or, if not, that I have written attthorization, enclosed herewith, from that person to make the statements set out below on his or her' behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. $. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the pumhase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. Signature & {%mpany Posi~t~ Con~pany Name ~.5A?'~-~2_ . o7 Date Signed Federal I.D. Number SWORN TO BEFORE ME THIS NOTARY: k~ DAYOF 0(JT' ,20o~_ RY~At~I~LE M. VIVELO Notary Public, State of New York No. 52-4507224 Qualified in Suffolk County Commission Exr~ims Dec. 31,.24~5'~ Proposal Package 6 of 10 .PROPOSAL FORM SOUTHOLD TOWN RECREATION CENTER IMPROVEMENTS TELEPHONE NUMBER: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF $OUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. J~A Dated Proposal Package 7 of 10 TOWN OF SOUTHOLD I~l 5~JTHOLD TOWN RECREATION CERIlI'ER Itemized Proposal for: Town of Southold LKMA Project No. 07017 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID NO. (Fill in Unit Price Written in Words) QUANTITY BID AMOUNT I General Conditions and Mobilizations 1 LS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, un-going project-related expenses, insurances ~onding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1, comply with all conditions set forth in the Conditions of Contract and 3eneral Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Payment: Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Fifty Percent (50%) upon successfu completion and acceptance of the project. Intent: This bid item shall facilitate requirements Of Division 01000 of the specification and construction operations. New Aluminum Windows & 2 SF Front Entrance Door for ~ ,G:.I.?~ ~' 'SF - Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by the Town of their Duly Authorized Representative for replacement of existing windows with new heavy duty aluminum windows and replacement of front entrance door and frame installed and accepted in accordance with the specifications and drawings. Method of Payment: The quantity of accepted Window and Door Replacement shall be measured and paid for at the contract lump sum price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as shown on the contract drawings and described in this specification. Including removal of the existing metal windows and front entrance door and frame, installation of new heavy duty aluminum windows, new aluminum sills, new glazing, new fibergalss insulation between frames and subframes, new hollow metal door frame, new FRP door, new door hardware, interior and exterior caulking throught perimeter of new windows and new door, removal and reinstallation of Intent: The Contractor shall install the windows and door to the extent shown on the contract drawings and specifications. 3 New Metal-Over-Metal Standing Seam I LS Roof System Dollars C/ents Method of Measurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by the Town or their Duly Authorized Representative for metal-over-metal standing seam roof system installed on the the entire building roof as shown on the drawings and as specified. Method of Payment: The percentage of accepted new standing seam roof system shall be paid for at the contract lump sum price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described in this specification. Included under this item is installation of a new metal standing seam roof system over the existing metal roof, Professional Structural Engineeer Certification for the integrity of the existing roof structure, replacement of the existing metal roof ridge vents, replacement of all gutters and leaders, replacement of all metal fascias and wood blocking, installation of new blanket insulation, new vapor barrier, new perimeter wood blocking, new precast concret( splashblocks and new flashing for all roof penetrations. Intent: The Contractor shall install the standing seam roof system as shown on the contract drawings and specifications. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL - Page 1 of 2 TOWN OF SOUTHOLD 5~.ITHOLD TOWN RECREATION CEt~R Itemized Proposal for: Town of Southold LKMA Project No. 07017 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID NO. (Fill in Unit Price Written in Words) QUANTITY BID AMOUNT 4 New Fully Adhered TPO Membrane-Over-Metal I LS Roof System ~'~0 ~::~. OO0 .oo Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by ~he Town or their Duly Authorized Repsentative for proposed TPO membrane-over-metal standing seam roof system installed on the ~he entire building roof shown as an alternate on the drawings and specifications. Method of Payment: The percentage of accepted new TPO membrane roof system shall be paid for at the contract lump sum price bid as cafled for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and squipment necessary to satisfactorily complete the work as described in this specification. Included under this item is installation of a new TPO membrane roof system over the existing metal roof, Professional Structural Engineeer Cedification for the integrity af the axisting roof structure, replacement of the existing metal roof ridge vents, replacement of all gutters and leaders, replacement of all metal fascias and wood blocking, installation of new rigid insulation "flute filler", new 1/2" density board, new perimeter wood blocking, new precast concrete splashblocks and new flashing for all roof penetrations. Intent: The Contractor shall install the TPO membrane roof system as shown on the contract drawings and specifications. 5 Exterior Wall Insulation & Finish System I LS for s, ooo Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by lhe Town or their Duly Authorized Representative for exterior wall insulation and finish system installed along the entire exterior of the building as shown on the drawings and as specified. Method of Paw~ent: The percentage of accepted exterior wall insulation and finish system (EIFS) shall be paid for at the contract lump sum price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described in this specification, Included under this item is installation of metal hat channels on existing metal panel, new 1/2" exterior garde plywood subbase, new 2" EPS insulation, new reinforcing mesh and fisnish system, removal and reinstallation of all existing light fixtures, louvers, conduits, switches, antennas as required to accommodate the new EIFS, in conformance with the contract documents. Intent: The Contractor shall install the EIFS along the entire exterior building as shown on the drawings and specifications. CONTINUED ON NEXT PAGE TOTAL ~ Dollars Cents ~ ~ WRI~EN IN WORDS Total all Pay Items NOTE: The Town of Southold rese~es the right to increase, decrease, or eliminate in its entire~ any or all items prior to or after award of the bid, TRANSFER TOTAL TO BID SHEET BS-1 CONTRACT 'A' - GENERAL - Page 2 of 2 AUTHORIZED SIGNATURE PRINT NAME TITLE /~ '~ ~",-~ - DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF '-2<'~'~'~'~'(~') ss.: On the '/ day of OCT' in the year 2007 before me, the undersigned, personally appeared, ~7-ff~,/~,~-~ 0'Z,//-,+,~,:x''' , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC PASQUALE M. VIVELO Notary Public, State of New York No. 52-4507224 Qualified in Suffolk County Comrnission Expires Dec. 31,~ Propos~Package 10 of l0 Town of Southold BIDDER'S QUAIAFICATION STATEMENT The signatory of this qnestiolmaire certifies trader oath the truth and correctness of all stalements and of all answers to interrogatories hereinafter made. SUBMITTED BY: '~,/d-&'/V]~c~q ~' ~r~,~ff'"' A Corporation /~t,/~ ~//~ ' A Partnership or Entity FIRM NAME: ~ ~'//~;, An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: TITLE NAME ADDRESS BACKGROUND PROFESSIONFFgADE 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? ~O % List trades that you organization normally performs below: Have you ever failed to complete any work awarded to you? ~ff_.If so, note where and why. 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. ~"' QS-1 5. Has your firm requcsled arbitration2 or filed any lawsuils wilh regard to coBs~ruction contracts within the last five years ? If yes, please provide details. ~:/f 6. List the major construction projects your organization has underway at this date: Name of: Engineeff Project Owner Architect Contract Percent Scheduled Name Telephone 4/ Telephone 4/ Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work QS-2 Lisl the coIlsJrLIcliou experience uf [he principal individual~ o1: your or~anizal, ion (parlicularly tbe anticipated prqject supervisor.,,): Present Type of Work Position Years of For Wbich In Wbat Individual's Name Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? QS-3 13. Atlach current slate of fiuancial couditions showiug assets, liabilities and uet worth. Failure to attach the required documentation may be considered non-responsive on the part of the Bidder and may result m rejection of the Bidder's Proposal. STATE OF lO, ('"'- ) COUNTY OF 3,olc-~k,~. ) the being duly sworn deposes and says that he is of !-[h-R1' ['~t,~q' t;oC contractor and that answers to the foregoing questions and all statements therein contained are tree and correct. (Signaturerof per~nwho signed bid) Sworn to before me this '~ Notary Public Commission Expiration Date: . day of OC..~', 2007 QS-4 #8519 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Dina MacDonald of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, 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 1 week(s), successiveiy, commencing on ~ne 2e~day of September, 2007. Principal Clerk Sworn to before me this ~ day of ~ CHRISTINA VOLINSKI NOTARY PU~LI~-~AT~ OF N~W YORK No. 01-V06105050 Qualified tn SuilOlk County LEGAL NOTICE -- Notice to Bidders Town of $oulhold NOTICE IS HEREBY GIVEN in accordance with the provisions of Sec- tion 103 of the General Municipal Law, that sealed bids are sought and request- ed for the following Project: Southold Town Recreation Center Improvements -Roof, Siding, Windows and Doors The Town Board of the Town of Southold will receive bids for renova- tions of the Southold Town Recreation Center, as shown in the drawings and specification in the bid package pre- pared by L. K. McLean Associates, E C. Bid specifications may be picked up at the Town Clerk's office, 53095 Main Road, Southold, New York 11971; Mon- day through Friday from 8:00 a.m. to 4:00 p.m. A non-refundable fee of $25.00 will be charged for plans and specification~ Payment can be made by money order, cash or check (payable to the Town of Southold). The sealed bids, together with a Non-Collusive Bid Certificate will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, 53095 Main Road, PO Box 1179, South- old, New York 11971, until 10:00 a.m., Thursday, Oclober 4, 2007, at which !ime they will be opened and read aloud m public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and all informagfies and to retain bids for 45 days from the date of receipt should it be deemed in the best interest of the Town to do so. The CONTRACTOR SHALL NOT withdraw his bid during this period. Bid Security in the form of a certified check or Bid Bond in the amount of 5% of the Base Bid wi0 be required of each bidder. Performance and Payment Bonds in the amount of 100% of the Contracl Price will be required of the successful bidder. This invitation to bid is not an offer and shall in no way bind the Town of Southold to award a contract for perfor- mance of the project. Should the Town of Southoid decide to award a contract, it shall be awarded to the lowest respon sible bidder. All bids must be signed and sealed in an envelope plainly marked "Bid and submitted to the Office of the Town Clerk. The bid price shall not include which the Town of Southold is exempt. Dated: August 28, 2007 Elizabeth A. Neville, 8519-1T9/20 Southold Town Clerk 2O/O9 '07 THU 09:18 FAX 631 76~145 SOUTHOLD TOWN CLERK *** MULTI TX/RX REPORT *** TX/RX NO INCOMPLETE TX/RX TRANSACTION OK ERROR 3878 [* 50192449576 [* 511918005243329 [* 52]918882329941 [, 53]918002582984 [* 541918009620544 Burrelle's Info Data Construct Dodge Reports Construct Info ~ 001 ELIZABETH A. NEVILLE TOVVN CLERK REGISTF. AR OF VITAL STATISTICS N~dR~JAGE OFFICER R. ECORD$ MANAGEMENT OFFICER FR.EEDOM OF INFOR36ATlON OFFICI~R Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD FAX TRANSMITTAL To: From: Dated: Re: Brown's Letters Data Construction Dodge Reports Burelle's Information Services Linda Cooper, Deputy Town Clerk September 20, 2007 Rebid for Renovations of th Southold Town Recreation Center Number of Pages (including cover): 2 If total transmittal is not received, please call 631-765-1800. COMMENTS: ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD FAX TRANSMITTAL To: From: Dated: Re: Brown's Letters Data Construction Dodge Reports Burelle's Information Services Linda Cooper, Deputy Town Clerk September 20, 2007 Rebid for Renovations of th Southold Town Recreation Center Number of Pages (including cover): 2 If total transmittal is not received, please call 631-765-1800. COMMENTS: Page 1 of 1 Cooper, Linda From: JOAN ANN [jaweber@timesreview.com] Sent: Thursday, September 13, 2007 3:01 PM To: Cooper, Linda Subject: Re: Legal Notice for bid - Suffolk Times 9/20/07 Legal notice received for publication on 9/20/07. .... Original Message .... From: Cooper, Linda To: leg als(~,timesreview.co m Sent: Thursday, September 13, 2007 2:20 PM Subject: Legal Notice for bid - Suffolk Times 9/20/07 Please confirm receipt of this notice. Thank you. Linda J. Cooper Deputy Town Clerk 9/13/2007 Notice to Bidders Town of Southold NOTICE IS HEREBY GIVEN in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for the following Project: Southold Town Recreation Center Improvements - Roof, Siding, Windows and Doors The Town Board of the Town of Southold will receive bids for renovations of the Southold Town Recreation Center, as shown in the drawings and specification in the bid package prepared by L. K. McLean Associates, P. C. Bid specifications may be picked up at the Town Clerk's office, 53095 Main Road, Southold, New York 11971; Monday through Friday from 8:00 a.m. to 4:00 p.m. A non-refundable fee of $25.00 will be charged for plans and specifications. Payment can be made by money order, cash or check (payable to the Town of Southold). The sealed bids, together with a Non-Collusive Bid Certificate will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, 53095 Main Road, PO Box 1179, Southold, New York 11971, until 10:00 a.m., Thursday, October 4, 2007, at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and all informalities and to retain bids for 45 days from the date of receipt should it be deemed in the best interest of the Town to do so. The CONTRACTOR SHALL 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 amount of 100% of the Contract Price will be required of the successful bidder. 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 responsible bidder. All bids must be signed and sealed in an envelope plainly marked "Bid on Recreation Center Improvements" and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: August 28, 2007 Elizabeth A. Neville, Southold Town Clerk PLEASE PUBLISH ON September 20, 2007 AND FORWARD ONE (1) AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE, TOWN CLERK, TOWN HALL, PO BOX 1179, SOUTHOLD, NY 11971. Suffolk Times Comptroller Town Attorney Engineer Data Construction Dodge Reports Burrelle's Information Services Town Clerk's Bulletin Board Town Board DPW Brown's Letters STATE OF NEW YORK ) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of the Town of Southold, New York being duly sworn, says that on the/.~/~ day of ~, 2007, she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold, New York. Re: Bid on Recreation Center Improvements -- 0 El-izab~th A. Neville Southold Town Clerk Sworn before me this ! :~ day of /2z~,me~r~{t.-~--, , 2007. 'Notary Pfblic LINDA J NOTARY pUE, LIC, SL,t_' of New Ter P Southold Town Board Boarc~eet~Au~gust 28, 2007 RESOLUTION 2007-697 ADOPTED Item # 4 DOC ID: 3128 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-697 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON AUGUST 28, 2007: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for "Southold Recreation Center Improvements - Roof~ Siding~ Windows and Doors"~ in accordance with the plans and construction specifications prepared by L. K. McLean Associates~ P. C. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: William P. Edwards, Councilman SECONDER: Albert Kmpski Jr., Councilman AYES: Krupski Jr., Edwards, Ross, Wickham, Russell ABSENT: Louisa P. Evans Generated August 30, 2007 Page 9 #8456 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Dina Mac Donald of Mattituck, in said county, being duly sworn, says that he/she is Principal clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, 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 l__~__week(s), successively, ~ing on__day of July, 2007. ~/~/~ ~ Principal Clerk Sworn to before me this 2007 day of ~ NOTA~: :U,;~LtC' ~TATE OF NEW YORK NC, ~! .V06105050 Qu~m~d ~n Suffolk Co~tY Commis~;~r~ ~xpir~ Fe~Y ~8, 2008 NOTICE ~RE~ ~N ~ f~ ~ ~ ~je~: Sou~old ~ ~ ~: ~ ~ To~ s~cificatlon in the bid packag~ pre~ at the Town Clerk's office, 53095 Main Road, Sou~old, New York 11971; Mon- be charged for plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). Non-Collusive Bid Ce~ficate w~ be of Son.old, at the Southold Town Ha~, 5~5 Maifi Road, Southold, New York o~ned and read aloud in public. Town Board of ~e Town of ~uthotd bids and waive any and ail info~es and reject any all bi~ and to retain bids any bid should it ~ deemed in ~e best Bid S~urity in the form ora certified check or B~ Bond ~ the amount bidder. Perfo~ance and Payment Bonds in the amount of 1~% of the Contract bidder. Southold to award a contra~ for ~ffor- of Southold decide to award a contraS, sible bidder. m an envel~ platy marked "B~ and submitted to ~e Office of the To~ Clerk. ~e bid pfi~ ~aH not ~clude Dat~: Apffi 10, 2~ Town of Southold - Letter Boa~eeting of April 10, 2007 RESOLUTION 2007-356 ADOPTED Item # 19 DOC ID: 2782 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION NO. 2007-356 WAS ADOPTED AT THE REGULAR MEETING OF THE SOUTHOLD TOWN BOARD ON APRIL 10, 2007: RESOLVED that the Town Board of the Town of Southold hereby authorizes and directs the Town Clerk to advertise for bids for "Southold Town Recreation Center Improvements - Roof~ Siding~ Windows and Doors"~ in accordance with the plans and construction specifications prepared by L.K. McLean Associates~ P.C. Elizabeth A. Neville Southold Town Clerk RESULT: ADOPTED [UNANIMOUS] MOVER: William P. Edwards, Councilman SECONDER: ^lbert Krupski 3r., Councilman AYES: Evans, Wickham, Ross, Edwards, Russell, Krupski Jr. Generated April 11, 2007 Page 29 Notice to Bidders Town of Southold NOTICE IS HEREBY GIVEN in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids are sought and requested for the following Project: Southold Town Recreation Center Improvements - Roof, Siding, Windows and Doors The Town Board of the Town of Southold will receive bids for renovations of the Southold Town Recreation Center, as shown in the drawings and specification in the bid package prepared by L. K. McLean Associates, P. C. Bid specifications may be picked up at the Town Clerk's office, 53095 Main Road, Southold, New York 11971; Monday through Friday from 8:00 a.m. to 4:00 p.m. A non-refundable fee of $25.00 will be charged for plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). The sealed bids, together with a Non-Collusive Bid Certificate will be received by the Town Clerk of the Town of Southold, at the Southold Town Hall, 53095 Main Road, Southold, New York 11971, until 10:00 a.m., Thursday, August 16, 2007, at which time they will be opened and read aloud in public. The Town Board of the Town of Southold reserves the right to reject any and all bids and waive any and all informalities and reject any all bids and to retain bids for 45 days from the date of receipt in any bid should it be deemed in the best interest of the Town to do so. The CONTRACTOR SHALL 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 amount of 100% of the Contract Price will be required of the successful bidder. 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 responsible bidder. All bids must be signed and sealed in an envelope plainly marked "Bid on Recreation Center Improvements" and submitted to the Office of the Town Clerk. The bid price shall not include any tax, federal, state, or local, from which the Town of Southold is exempt. Dated: April 10, 2007 Elizabeth A. Neville, Southold Town Clerk STATE OF NEW YORK ) SS: COUNTY OF SUFFOLK) ELIZABETH A. NEVILLE, Town Clerk of th~ To~vn of Southold, New York being duly sworn, says that on the IQ day of I~~ ~t~ ,2007, she affixed a ££ notice of which the annexed printed notice is t~ue co~, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, 53095 Main Road, Southold, New York. Recreation Center Improvements Southold Town Clerk LYNDA M. BOHN NOTARY PUBLIC, State of New York No. 01 BO6020932 Oualified in Sugolk County Term Expires March 8, 20 ~ TOOWN OF "RECREATION CENTER IMPROVEMENTS" CONSTRUCTION SPECIFICATION SOUTHOLD, SUFFOLK COUNTY, NEW YORK LKMA Project No: 07017.00 Prepared For: TOWN OF SOUTHOLD 53095 Main Road Southold, New York 11971 Prepared By: L.K. McLEAN ASSOCIATES, P.C. Consulting Engineers 437 South Country Road Brookhaven, New York 11719 (631) 286-8668 MARCH200? TOWN OF SOUTHOLD 53095 MAIN ROAD, SOUTHOLD, NEW YORK 11971 PHONE: 631-765-1800 / FAX: 631-765-6145 INVITATION TO BID NOTICE IS HEREBY GIVEN THAT SEALED PROPOSALS ARE SOUGHT AND REQUESTED FOR THE FOLLOWING: BID NAME: "SOUTHOLD TOWN RECREATION CENTER IMPROVEMENTS" Definite specifications may be obtained at the Southold Town Clerk's Office beginning TO BE DETERMINED PLACE OF OPENING: DATE OF OPENING: TIME OF OPENING: TOWN OF SOUTHOLD TOWN CLERKS OFFICE 53095 MAIN ROAD SOUTHOLD, NY 11971 TO BE DETERMINED 10:0OAM CONTACT PERSON: Christopher F. Dwyer, Associate L.K. McLean Associates, 631-286-8668 (X245) VENDORS MUST SUBMIT BID IN SEALED ENVELOPE. PLEASE PRINT ON THE FACE OF ENVELOPE: 1) NAME & ADDRESS OF BIDDER 2) BID NAME BID MUST BE ACCOMPANIED BY A 5 % BID SECURITY. It is the bidder's responsibility to read the attached Bid Specifications, Instructions to Bidders, and General Conditions, which outline bidding rules of the Town of Southold. Upon submission of bid, it is understood that the bidder has read, fully understands and will comply with said GENERAL CONDITIONS and specification requirements. The Town of Southold requires that this document be returned intact and that it be filled out completely. Please do not remove any pages from this bid package, and make a copy of the bid document for your records. A non-refundable fee of $25.00 will be charged for plans and specifications. Payment can be made by either money order, cash or check (payable to the Town of Southold). A non-mandatory pre-bidder's conference will be held at 11:00am on TBD at the Southold Town Recreation Center in Peconic (Peconic Lane). The Town of Southold welcomes and encourages minority and women-owned businesses to participate in the bidding process. TABLE OF CONTENTS SOUTHOLD TOWN RECREATION CENTER IMPROVEMENTS Title Page Invitation to Bid Table of Contents Instructions to Bidders NYS Wage Rates Standard Insurance Requirements General Conditions Conditions of Contract Proposal Form Package Qualification of Bidders Contract Agreement Questions Page Specifications General Construction Drawings (Separate) lB- 1 thru IB-6 SIR-I thru SIR-2 GC- 1 thru GC- 11 CC- 1 thru CC- 18 Proposal Form Package 1-10 QS- 1 thru QS-4 A-I thru A-3 1 of 4thm4of4 INSTRUCTI(}NS TO BII)I)ERJ 3. 4. 5. 6. 7. 8. 9. i0. 11. 12. 13. 14. 15. 16. 17. 18. INDEX Receipt and Opening of Bids Form, Preparation and Presentation of Proposal Bid Security Qualifications of Bidders Rejection of Bids Bidders Responsibility Construction Terms and Conditions Security for Faithful Performance Bid Reservations Non-Collusive Statement Addenda and Interpretations Method of Award Single Price Bid Analysis Municipal Exempt Status Labor Law Wage Rates Insurance Required by the Town of Southold Quantities INSTRUCTIONS TO BIDDERJ 1. RECEIPT AND OPENING OF BIDS The Town of Southold invites bids on the forms heroin provided for the Town of Southold Recreation Center hnproveinents construction in Peconic, New York. Sealed bids shall be received by the Town Clerk of the Town of Southold at 53095 Main Road, Southold, New York no later than to be determined by the Town Clerk's Office at which time they will be opened and publicly mad aloud. All bids received after the time stated for the opening in the Notice to Bidders may not be considered and will be returned unopened to the bidder. The bidder assumes the risk of any delay in the mail or in the handling of the mail by employees of the Town. Whether sent by mail or by means of personal delivery, the bidder assumes responsibility for having his bid deposited on time at the place specified. Faxed bids will not be accepted. 2. FORM~ PREPARATION AND PRESENTATION OF PROPOSAL The Proposal Form as issued by the Town Clerk shall be completely filled in, in black ink or typed on the original bid form. No photocopies will be accepted. All blank spaces for bid prices must be filled in, in both words and figures, with a total or gross sum for which the bid is made. All lines must have an indication of the bidder's response whether it be "0", "N/A", "No Charge", or a dollar figure. All lines must be filled in to indicate bidder's acknowledgement of the request. Bids that do not have all applicable lines filled in on the bid proposal form may be disqualified as a non-responsive bid. We cannot assume there is "no charge" when lines are left empty. Bids that contain any omission, erasure, alteration, addition or items not called for in the itemized bid form or that contain irregularities of any kind will not be accepted. In case of discrepancy between the unit price and total amount bid for any item, the unit price, as expressed in words, shall govern. The following two items will automatically render a bid unacceptable to the Town of Southold: a. Failure to sign bid proposal page. b. Failure to include necessary bid security deposit (as required). It shall be fully understood that any deviations from the inclusion of the above items will be grounds to see the bid as non-compliant and will not be considered for award. 3. BID SECURITY (a) The Bid must be accompanied by a certified check on a solvent bank or trust company with its principal place of business in New York State, or an acceptable bid bond, in an amount equal to not less than five percent (5%) of the total amount bid, made payable to the Town of Southold (herein identified as Owner), as assurance that the bid is made in good faith. The certified checks or bid bonds of unsuccessful bidders will be returned after execution of the Contract between the Owner and the successful bidder; the certified check or bid bond of the successful bidder will be retained until filing and approval of the Performance Bond and until completion of five pement (5%) of the work under the Contract. INSTRUCTIONS TO BIDDE (b) The successful bidder, Ul)on his failm'e or rel'nsal Io cxecule and deliver the Contmcl and bonds required wilhin ten (10) days after the date of notice of the acceptance of bis bid, shall forfeit to the Owncr, as liquidated damages lbr such failm'e or rel'usal, the security be deposited with his bid. 4. QUALIFICATIONS OF BIDDERS (a) Forms for qualifications of bidders, giving evidence of sufficient facilities, equipment, experience and financial ability to insure completion of the work are provided with the bid specification package, and shall be filled out by the contractor and retumed with the bid submission. (b) hrformation contained in any statement of financial ability shall be not more than thirty days old at the time of submission. (c) The Town reserves the right to make such investigation as it may deem necessary or advisable to determine any bidder's ability to do the work, and the bidder shall furnish to the Town, on request, all data and information pertinent thereto. The Town reserves the right to reject any bid if such investigation fails to satisfy the Town that the bidder is fully qualified to do the work. Financial instability of a bidder may be cause for non-award. 5. RE~ECTION OF BIDS (a) The TOWN BOARD reserves the right to reject any bid if the evidence submitted in the qualifications statement or an investigation of such bidder fails to satisfy the TOWN BOARD that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. Conditional bids will be considered informal and will be rejected. (b) The TOWN BOARD reserves the right to reject any and all bids, in whole or in part, to waive any informality in any or all bids, and to accept the bid or part thereof which it deems most favorable to the Town after all bids have been examined and/or checked. 6. BIDDERS RESPONSIBILITY (a) Bidders are cautioned not to submit bids until after having inspected the site of the proposed improvement and having made themselves familiar with local conditions. The attention of persons intending to submit bids is specifically called to the paragraph of the Contract which debars a Contractor from pleading misunderstanding or deception because of estimates or quantities, character, location or other conditions surrounding the same. Special attention is called to the notes on the Plans or in the itemized form of bid, which are made a part of this Contract, which may alter or revise the Specifications for the particular contract. (b) No representation is made as to the existence or nonexistence of groundwater, which may in any way impede the work, proposed to be accomplished. Each bidder shall fully inform himself as to groundwater and sub-surface conditions prior to submitting his bid. INSTI/UCTIONS TO BII)I)ERO (c) The submission o1' a bid will be construed Io mean that Ihe bidder is Fully infimned as Io the extent, cost, and character o1: the materials, labor, and equipment required to complete the proposed job in accordance with the Plans and Specifications, including all other expenses incidental thereto. (d) Bidders must examine the Plans and Specifications and exercise their own judgement as to the nature and amount of the whole of the work to be done, and for the bid prices, must assume all risks of variance by whomsoever made in computation or statement of amounts or quantities necessary to fully complete the work in strict compliance with the Contract Documents. (e) The Bidder shall assume ali risks and responsibility and shall complete the work in whatever material and under whatever conditions he may encounter or create, without extra cost to the Town. (f) No pleas of ignorance or misunderstanding of conditions that exist or that may hereafter exist, or of conditions or difficulties that may be encountered in the execution of the work under this Contract, as a result of failure to make the necessary examinations and investigations, will be to fulfill in every detail all of the requirements of the Contract Documents, or will be accepted as a basis for any claims whatsoever for extra compensation, or for an extension of time. 7. CONSTRUCTION TERMS AND CONDITIONS The successful bidder is warned that the work specified in the Conditions of Contract, together with the Instructions to Bidders, Proposal Form, General Conditions, Plans, Specifications and instructions of the Engineer or his duly authorized representative will be rigidly enforced. 8. SECURITY FOR FAITHFUL PERFORMANCE AND MAINTENANCE The successful bidder shall be required to execute a Performance Bond equal to one hundred percent (100%) of the amount bid, such bonds to be executed by a New York licensed insurance cartier/surety company with an A rating or better from A.M. Best & Co. and acceptable to the Owner; or bonds secured by collateral; or securities approved by the Owner. The Performance Bond shall be written so as to remain in fnll force and effect as a maintenance bond for a period of not less than one (1) year after the date of final acceptance of the work. The successful bidder, upon failure to execute and deliver the bonds required within ten (10) days after the date of notice of award, shall forfeit to the Owner, as liquidated damages for such failure or refusal, the security deposited with his bid, and he will be liable for and he agrees to pay to the Owner on demand, the difference between the price bid and the price for which such contract shall subsequently be relet including the cost of such reletting less the amount of such deposit. No plea of mistake in such accepted bid shall be available to the bidder for recovery of his deposit or as a defense to any action upon accepted bid unless said mistake can be proven by documentary evidence acceptable to the Town. After approval of the bonds and execution of the Contract and after ten (10) percent of the work has been completed, the bid security accompanying the bid will be returned. IN~ ...... I:~ll)I)ERO ~ 1 RUCIIONS TO 9. BID RESERVATIONS Bids sttbmitted shall remain in effect for lbrty-five (45) days past the date of bid opening. Tiffs period may be extended, for the benefit of the Town, by mutual agreement between the Bidder and the Town Clerk. 10. NON-COLLUSIVE STATEMENT The lbnn of non-collusion bidding certification contained in the proposal package must be executed by the Bidder and submitted with the proposal. The submission of this statement certifies that the prices in this bid have been arrived at independently without collusion, consultation, communication, or agreement for the purpose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor. 11. ADDENDA AND INTERPRETATIONS Every request for information or interpretation of the Contract Documents or Drawings must be addressed in writing to the Clerk Town of Southold 53095 Route 25 P.O. Box 1179 Southold, N.Y. 11971, and to be given any consideration, must be received at least five (5) days prior to the date fixed for the opening of bids. Any such interpretations or supplemental instructions will be in the form of written addenda, and will be mailed or faxed to all prospective bidders. The failure of any bidder to receive any such addenda will not relieve the bidder of any obligation under his bid as submitted. Any addenda so issued shall become part of the Contract Documents. 12. METHOD OF AWARD The bid will be awarded to the lowest responsive, responsible bidder, as will best promote the public interest, taking into consideration the reliability of the bidder, the quality of the materials, equipment, or supplies to be furnished, and conformity with the specifications. 13. SINGLE PRICE BID ANALYSIS In the event a single bid is received, the Town will conduct a price analysis of the bid price prior to the award of the contract. 14. MUNICIPAL EXEMPT STATUS The Town is exempt from the payment of Federal, State and local taxes. Taxes must not be included in proposal prices. 15. LABOR LAW. The Contractor and each and every subcontractor performing work at the site of the project to which this Contract relates shall comply with the applicable provisions of the Labor Law, as amended, of the State of New York. INSTRUUTIONS TO I~Ii)I)I,]RO Attemion is called to certain proviskms of the Labor Law, as scl fcmh in Ihe Condilions of Conlract, Paragraph I I, which are hereby referred to and made a part hereof. 16. WAGE RATES The rates of wages determined by the New York State Industrial Comnfissioner pursuant to the Labor Law, which shall be paid on this project, are set fbrth herein following the Instructions to Bidders. Contractors and subcontractors are required to submit to the Town, within thirty days after issuance of the first payroll, and every thirty days thereafter, a transcript of the original payroll records, subscribed and affirmed as tree under the penalties of perjury. 17. INSURANCE REQUIRED BY THE TOWN OF SOUTHOLD The successful bidder will be required to procure and pay for the following types of insurance, as set forth in mom detail herein following the Instructions to Bidders in the Standard Insurance requirements Section. (a) Comprehensive Automobile Policy (b)Compmhensive General Liability (c) Excess/Umbrella Insurance (d)Workmen's Compensation Insurance (e)Disability Insurance and Unemployment Insurance 18. QUANTITIES Any quantities set forth in the bid specifications are approximations only. No guarantee is made for any quantities stated. Payment shall be on the basis of actual quantities supplied or the actual work done at the unit prices quoted. Eliot Spitzer, Governor Dept. of Public Works Matthew Frascinella, Architect LK McLean Associates, PC 437 South Country Road Brookhaven, N.Y. 11719 Brookhaven NY 11719 ({ o rce York Put us to wo~ ~ you M. Patricia Smith, Commissioner Schedule Year 2006 through 2007 Date Requested 03/30/2007 PRC# 2007002287 Location Project ID# Project Type Southold 07017 Work is for removal and replacement of doors/windows. As well as the installation of a Carlisle's roof system. PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly supplements for the project referenced above. A unique Prevailing Wage Case Number (PRC#) has been assigned to the schedule(s) for your project. The schedule is effective from July 2006 through June 2007. All updates, corrections, posted on the 1st business day of each month, and future copies of the annual determination are available on the Department's website www.labor, state.ny.us. Updated PDF copies of your schedule can be accessed by entering your assigned PRC# at the proper location on the website. It is the responsibility of the contracting agency or its agent to annex and make part, the attached schedule, to the specifications for this project, when it is advertised for bids and/or to forward said schedules to the successful bidder(s), immediately upon receipt, in order to insure the proper payment of wages. Please refer to the "General Provisions of Laws Covering Workers on Public Work Contracts" provided with this schedule, for the specific details relating to other responsibilities of the Department of Jurisdiction. Upon completion or cancellation of this project, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. NOTICE OF COMPLETION / CANCELLATION OF PROJECT Date Completed: Date Cancelled: Name & Title of Representative: Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 www.labor.state.ny.us. PW 200 PWAsk@labor.state.ny.us General Provisions of Laws Covering Workers on Article 8' Public Work Contracts Introduction The Labor Law requires public work contractors and subcontractors to pay laborers, workers, or mechanics employed in the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the locality where the work is performed. Responsibilities of the Department of Jurisdiction A Department of Jurisdiction (Contracting Agency) includes a state department, agency, board or commission: a county, city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, fire, improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work contract. The Department of Jurisdiction (Contracting Agency) awarding a public work contract MUST obtain a Prevailing Rate Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project. This schedule may be obtained by completing and forwarding a "Request for wage and Supplement Information" form (PW 39) to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency) furnish the following information to the Bureau: the name and address of the contractor, the date the contract was let and the approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the Department's "Notice of Contract Award" form (PW 16) is provided with the original Prevailing Rate Schedule. The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of any public work project. The Department's PW 200 form is provided for that purpose. Hours No laborer, worker, or mechanic in the employ of a contractor or s.~bcontractor engaged in the performance of any public work project shall be permitted to work more than eight hours in an~ day or more than five days in any week, except in cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. Wages and Supplements The wages and supplements to be paid and/or provided to laborers, workers, and mechanics employed on a public work project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is performed. If a prime contractor on a public work project has not been provided with a Prevailing Rate Schedule, the contractor must notify the Department of Jurisdiction (Contracting Agency) who in turn must request an original Prevailing Rate Schedule form the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work, State Office Bldg. Campus, Bldg. 12, Rm. 130, Albany, NY 12240; Fax to Bureau of Public Work (518) 485-1870; or electronically at the NYSDOL website www. labor.state.ny.us. Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide complete copies to all prime contractors who in turn MUST, by law, provide copies of all applicable county schedules to each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website www.labor, state.ny.us. The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from July 1st through June 30th of the following year. The annual determination is available on the NYSDOL website www.labor, state.ny.us. Payrolls and Payroll Records Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. Payrolls must be maintained for at least three (3) years from the project's date of completion. At a minimum, payrolls must show the following information for each person employed on a public work project: Name, Classification(s) in which the worker was employed, Hourly wage rate(s) paid, Supplements paid or provide, and Daily and weekly number of hours worked in each classification. Every contractor and subcontractor shall submit to the Department of Jurisdiction (Contracting Agency), within thirty (30) days after issuance of its first payroll and every thirty (30) days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of perjury. The Department of Jurisdiction (Contracting Agency) shall receive and maintain such payrolls. In addition, the Commissioner of Labor may require contractors to furnish, with ten (10) days of a request, payroll records sworn to as their validity and accuracy for public work and private work. Payroll records include, by are not limited to time cards, work description sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to provide the requested information within the allotted ten (10) days will result in the withholding of up to 25% of the contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New York State and the amount of the contract exceeds $25,000.00, payroll records and certifications must be kept on the project worksite. The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor. All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8, Section 220-a of the Labor Law. All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule and any subsequently issued schedules, shall provide to such contractor a verified statement attesting that the subcontractor has received the Prevailing Rate Schedule and will pay or provide the applicable rates of wages and supplements specified therein. (See NYS Labor Laws, Article 8. Section 220-a). Determination of Prevailing Wage and Supplement Rate Updates Applicable to All Counties The wages and supplements contained in the annual determination become effective July 1st whether or not the new determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any corrections should be brought to the Department's attention immediately. It is the responsibility of the public work contractor to use the proper rates. If there is a question on the proper classification to be used, please call the district office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL website on the first business day of each month. Contractors are responsible for paying these updated rates as well, retroactive to July 1st. When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Department posts rates in its possession that cover periods of time beyond the July 1st to June 30th time frame covered by a particular annual determination. Rates that extend beyond that instant time period ara informational ONLY and may be updated in future annual determinations that actually cover the then appropriate July 1st to June 30th time period. Withholding of Payments When 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 shall be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to pay or provide the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b of the Labor Law to so notify the financial officer of the Department of Jurisdiction (Contracting Agency) that awarded the public work contract. Such officer MUST th(~n withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau as sufficient to satisfy the unpaid wages and supplements, including interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is instituted for review of the determination of the Commissioner of Labor. The Depadment of Jurisdiction (Contracting Agency) shall comply with this order of the Commissioner of Labor or of the court with respect to the release of the funds so withheld. Summary of Notice Posting Requirements The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse weather conditions and be titled "PREVAILING RATE OF WAGES" in letters no smaller than two (2) inches by two (2) inches. Every employer providing workers, compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers. Compensation Board in a conspicuous place on the jobsite. Every employer subject to the NYS Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers, notices furnished by the State Division of Human Rights. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the NYS Department of Labor. Apprentices Employees cannot be paid apprentice rates unless they are individually registered in a program registered with the NYS Commissioner of Labor. The a}lowable ratio of apprentices to journeyworkers in any craft classification can be no greater than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate Schedule. An employee listed on a payroll as an apprentice who is not registered as above or is performing work outside the classification of work for which the apprentice is indentured, must be paid the prevailing journeyworker's wage rate for the classification of work the emproyee is actually performing. NYSDOL Labor Law, Article 8, Section 220-3, require that only apprentices individually registered with the NYS Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of office registers apprentices in New York State. Persons wishing to verify the apprentice registration of any person must do so in writing by mail, to the NYSDOL Office of Employability Development / Apprenticeship Training, State Office Bldg. Campus, Bldg. 12, Albany, NY 12240 or by Fax to NYSDOL Apprenticeship Training (518) 457-7154. All requests for verification must include the name and social security number of the person for whom the information is requested. The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provide conclusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards, or copies of state forms is not conclusive proof of the registration of any person as an apprentice. Interest and Penalties In the event that an underpayment of wages and/or supplements is found: Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made. A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements, and interest due. Debarment Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work contract or subcontract with any state, municipal corporation or public body for a period of five (5) years when: Two (2) willful determinations have been rendered against that contractor or subcontractor and/or its successor within any consecutive six (6) year period. There is any willful determination that involves the falsification of payroll records or the kickback of wages or supplements. Criminal Sanctions Willful violations of the Prevailing Wage Law (Article 8 and Article 9 of the Labor Law) constitute a misdemeanor punishable by fine or imprisonment, or both. Discrimination No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates (NYS Labor Law, Article 8, Section 220-e(a)). No contractor, subcontractor, nor any person acting on its behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex, or national origin (NYS Labor Law, Adicle 8, Section 220- e(b) ). The Human Rights Law also prohibits discrimination in employment because of age, marital status, or religion. There may be deducted from the amount payable to the contractor under the contract a penalty of $50.00 for each calendar day during which such person was discriminated against or intimidated in violation of the provision of the contract (NYS Labor Law, Article 8, Section 220-e(c) ). The contract may be cancelled or terminated by the State or municipality. All mon~l~due or to become due thereunder may be forfeited for a second or any subsequent violation of the terms or conditions of the anti-discrimination sections of the contract (NYS Labor Law, Article 8, Section 220-e(d) ). Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers notices furnished by the State Division of Human Rights. Workers' Compensation In accordance with Section 142 of the State Finance Law, the contractor shall maintain coverage during the life of the contract for the benefit of such employees as required by the provisions of the New York State Workers' Compensation Law. A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being allowed to begin work. The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York State. Proof of coverage must be on form C-105.2 (Certificate of Workers' Compensation Insurance) and must name this agency as a cedificate holder. If New York State coverage is added to an existing out-of-state policy it can only be added to a policy from a company authorized to write workers' compensation coverage in this state. The coverage must be listed under item 3A of the information page. The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a workers' compensation policy for all employees working in New York State. Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite. Unemployment Insurance Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices furnished by the New York State Department of Labor. Eliot Spitzer, Governor Dept. of Public Works Matthew Frascinella, Architect LK McLean Associates, PC 437 South Country Road Brookhaven, N.Y. 11719 Brookhaven NY 11719 Work rce Put us ~o ~ For you M. Patricia Smith, Commissioner Schedule Year 2006 through 2007 Date Requested 03/30/2007 PRC# 2007002287 Location Project ID# Project Type Southold 07017 Work is for removal and replacement of doorsh/4ndows. As well as the installation of a Carlisle's roof system. Notice of Contract Award New York State Labor Law, Article 8, Section 220.3a requires that certain information regarding the awarding of public work contracts, be furnished to the Commissioner of Labor. One "Notice of Contract Award" (PW 16, which may be photocopied), MUST be completed for EACH prime contractor on the above referenced project. Upon notifying the successful bidder(s) of this contract, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. Contractor Information All information must be supplied Federal Employer Identification Number: Name: Address: City: Amount of Contract: Approximate Starting Date: Approximate Completion Date: State: Zip: Contract Type: [ ] (01) General Construction [ ] (02) HeatingNentilation [ ] (03) Electrical [ ] (04) Plumbing [ ] (05) Other: Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 www. labor.state.ny.us. PW 16 PWAsk@labor.state.ny.us To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND Budget Policy & Reporting Manual B-610 Public Work Enforcement Fund effective date December 7, 2005 1. Purpose and Scope: This Item describes the Public Work Enforcement Fund (the Fund, PWEF) and its relevance to State agencies and public benefit corporations engaged in construction or reconstruction contracts, and announces the recently-enacted increase to the percentage of the dollar value of such contracts that must be deposited into the Fund. This item also describes the roles of the following entities with respect to the Fund: New York State Department of Labor (DOL), The Office of the State of Comptroller (OSC), and State agencies and public benefit corporations. 2. Background and Statutory References: DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for construction or reconstruction as defined in subdivision two of Section 220 of the Labor Law. State agencies and public benefit corporations participating in such contracts are required to make payments to the Fund. Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997, Chapter 655 of the Laws of 1999, Chapter 376 of the Laws of 2003 and Chapter 407 of the Laws of 2005) established the Fund. 3. Procedures and Agency Responsibilities: The Fund is supported by transfers and deposits based on the value of contracts for construction and reconstruction, as defined in subdivision two of Section 220 of the Labor Law, into which all State agencies and public benefit corporations enter. Chapter 407 of the Laws of 2005 increased the amount required to be provided to this fund to. 10 of one-percent of the total cost of each such contract, to be calculated at the time agencies or public benefit corporations enter into a new contract or if a contract is amended. The provisions of this bill became effective August 2, 2005. To all State Depart~rents, Agency Heads and Public I~efit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND OSC will report to DOL on all construction-related ("D") contracts approved during the month, including contract amendments, and then DOL will bill agencies the appropriate assessment monthly. An agency may then make a determination if any of the billed contracts are exempt and so note on the bill submitted back to DOL. For any instance where an agency is unsure ifa contract is or is not exempt, they can call the Bureau of Public Work at the number noted below for a determination. Payment by check or journal voucher is due to DOL within thirty days from the date of the billing. DOL will verify the amounts and forward them to OSC for processing. For those contracts which are not approved or administered by the Comptroller, monthly reports and payments for deposit into the Public Work Enforcement Fund must be provided to the Administrative Finance Bureau at the DOL within 30 days of the end of each month or on a payment schedule mutually agreed upon with DOL. Reports should contain the following information: Name and billing address of State agency or public benefit corporation; State agency or public benefit corporation contact and phone number; Name and address of contractor receiving the award; ' Contract number and effective dates; Contract amount and PWEF assessment charge (if contract amount has been amended, reflect increase or decrease to original contract and the adjustment in the PWEF charge); and Brief description of the work to be performed under each contract. Checks and Journal Vouchers, payable to the "New York State Department of Labor" should be sent to: Department of Labor Administrative Finance Bureau-PWEF Unit Building 12, Room 464 State Office Campus Albany, NY 12240 Any questions regarding billing should be directed to NYSDOL's Administrative Finance Bureau-PWEF Unit at (518) 457-3624 and any questions regarding Public Work Contracts should be directed to the Bureau of Public Work at (518) 457-5589. Prevailing Wage Rates for 07101/2006 - 06/30/~ Last Published on Mar 01 2007 Publi by the New York State Department of Labor PRC Number 2007002287 Introduction to the Prevailing Rate Schedule Information About Prevailing Rate Schedule This information is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the attached Schedule of Prevailing Rates. Classification It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and highway, building, sewer and water tunnel work or residential and to make a determination of wages and supplements to be paid or provided. It is the responsibility of the public work contractor to use the proper rate. If there is a question on the proper classification to be used, please call the district office located nearest the project. District office locations and phone numbers are listed below. Paid Holidays Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work, If an employee works on a day listed as a paid holiday, this remuneration is in addibon to payment of the required prevailing rate for the work actually performed. Overtime Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Supplemental Benefits Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of supplements is for each hour worked, some classifications require the payment or provision of supplements for each hour paid (including pa~dholidays on which no work is performed) and/or may require supplements to be paid or provided at a premium rate for premium hours worked. Effective Dates When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. The rate listed is valid until the next effective rate change or until the new annual determination which takes effect on July 1 of each year, All contractors and subcontractors are required to pay the current prevailing rates of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of Labor website (www.labor.state.ny.us) for current wage rate information. Apprentice Training Ratios The following are the allowable ratios of registered Apprentices to Journey-workers. For example, the ratio 1:1,1:3 indicates the allowable initial ratio is one Apprentice to one Journeyworker. The Journeyworker must be in place on the project before an Apprentice is allowed. Then three additiona/Journeyworkers are needed before a second Apprentice is allowed. The last ratio repeats indefinitely. Therefore, three more Journeyworkers must be present before a third Apprentice can be hired, and so on. Please call Apprentice Training Central Office at (518) 457-6820 if you have any questions. Title (Trade) Ratio boilermaker 1:1,1:4 Mason 1:1,1:4 Carpenter 1:1,1:4 Electrical (Outside) Lineman 1:1,1:2 Electrician (Inside) 1:1,1:3 ElevatodEscalator Construction & Modernizer 1:1,1:2 Glazier 1:1,1:3 Insulation & Asbestos Worker 1:1,1:4 Iron Worker 1:1,1:6 Laborer 1:1,1:3 Op Engineer 1:1,1:5 Painter 1:1,1:3 Plumber & Steamfitter 1:1,1:3 Page 11 Prevailing Wage Rates for 07/01/2006 - 06/30~ Last Published on Mar 01 2007 ~1 by the New York State Department of Labor PRC Number 2007002287 Roofer 1:1,1:2 Sheet Metal Worker 1:1,1:3 Sprinkler Fitter 1:1,1:2 If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of PUBLIC WORK District Office or write to: New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 District Office Locations: Bureau of Public Work - Albany Bureau of Public Work - Buffalo Bureau of Public Work - Garden City Bureau of Public Work - New York City Bureau of Public Work - Rochester Bureau of Public Work - Syracuse Bureau of Public Work - Utica Bureau of Public Work - White Plains Bureau of Public Work - Central Office Telephone # 518-457-2744 716-847-7159 516-228-3915 212-352-6088 585-258-4505 315-428-4056 315-793-2314 914-997-9507 518-457-5589 FAX # 518-485-0240 716-847-7650 516-794-3518 212-352-6580 585-258-4708 315-428-4671 315-793-2514 914-997-9523 518-485-1870 Page 12 Prevailing Wage Rates for 07/01/2006 - 06/30/3~1~ Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County Suffolk County General Construction JOB DESCRIPTION Asbestos Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: 07/01/2006 Abestos Worker Removal&Abatement Only* $ 26.45 *NOTE - On mechanical systems that are NOT to be SCRAPPED. SUPPLEMENTAL BENEFITS Journeyman Removal&Abatement Only $ 8.25 OVERTIME PAY See (B) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE NOTE: Easter Paid at Time and One-half IF worked REGISTERED APPRENTICES Apprentice Removal&Abatement On~y: 1000 hour terms at the following percentage of Journeyman's rates. 1st 2nd 3rd 4th 78% 80% 83% 89% DISTRICT 9 12~1~6 $27.45 Supplemental Benefits: (per Hour worked) Apprentice Removal&Abatement Only Same % as for Wage of $ 8.25 9-12a - Removal Only · Boilernfaker 03/01/2007 JOB DESCRIPTION Boilermaker DISTRICT 4 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per Hoar: 07/01/2006 Boilermaker $ 41.85 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006 OVERTIME PAY See (D, O) on OVERTIME PAGE HOLIDAY $ 8.27 + 48% of the Hourly Wage Paid: See (8, 16, 23, 24) on HOLIDAY PAGE Overtime: See (4, 6, 11, 12, 15, 25) on HOLIDAY PAGE REGISTERED APPRENTICES (1/2) Year Terms at the following pecentage of Journeyman's Wage 1st 2nd 3rd 4th 5th 6th 65% 65% 70% 75% 80% 85% 7th 90% 8th 95% Page 13 Prevailing Wage Rates for 07/01/2006- Last Published on Mar 01 2007 t by the New York State Department of Labor PRC Number 2007002287 Suffolk County Supplemental Benefits Per Hour: Apprentices 07/01/2006 $ 8.27 + 48% of the Hourly Wage 4-5 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Westchester PARTIAL COUNTIES Orange: South of but including the following, Waterloo Mills, SlateHill, New Hampton, Goshen, Blooming Grove, Mountainville, east to the Hudson River. Putnam: South of but including the following, Cold Spring, TompkinsCorner, Mahopac, Croton Falls, east to Connecticut border. Suffolk: West of Port Jeffemon and Patchoque Road to Route 112 tothe Atlantic Ocean. WAGES Per hour: 07/01/2006 Core Drilling: Driller $ 29.56 Assistant Driller 24.59 Note: Hazardous Waste Pay Differential: For Level C, an additional 10% above wage rate per hour For Level B, an additional 10% above wage rate per hour For Level A, an additional 10% above wage rate per hour Note: When required to work on water: an additional $ 0.50 per hour. SUPPLEMENTAL BENEFITS Per hour paid: Driller $10.36 Assistant 10.36 OVERTIME PAY OVERTIME: HOLIDAY HOLIDAY: Paid: Overtime: See (B,E,K*,P,R**) on OVERTIME PAGE. See (5,6) on HOLIDAY PAGE. * See (5,6) on HOLIDAY PAGE. ** See (8,10,11,13) on HOLIDAY PAGE. Assistant: One (1) year increments at the following pementage of Assistant wages. This is not an apprenticeship for Driller. 1st Year 2nd Year 3rd Year 4th Year 70% 80% 90% 100% 9-1536-CoreDriller Carpenter 03i01/2007 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per Hour: 07/01/2006 Timberman $ 42.09 SUPPLEMENTAL BENEFITS Per hour paid: Page 14 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - ( Last Published on Mar 01 2007 Publ~l by the New York State Department of Labor PRC Number 2007002287 Suffolk County Journeyman $ 25.01 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wages per hour: ( I ) year terms: 1st. $17.37 See (18,19) on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. 2nd. 3rd. 4th. $ 21.04 $ 26.54 $ 32.04 Supplemental benefits per hour: Apprentices $18.05 9-1536 JOB DESCRIPTION Carpenter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2006 Building Millwright $ 46.25 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 27.34 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices See (18,19) on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) Overtime See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. REGISTERED APPRENTICES Wages per hour: (1) year terms: 1st. 2ed. 3rd. 4th. $ 25.06 $ 29.55 $ 34.23 $ 43.02 Supplemental benefits per hour: (1) year terms: 1st. 2nd. 3rd. 4th. $18.78 $ 20.48 $ 22.86 $ 25.56 DISTRICT 9 9-740.1 Page 15 Prevailing Wage Rates for 07/01/2006 - 06/30~' Last Published on Mar 01 2007 by the New York State Department of Labor PRC Number 2007002287 Suffolk County JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2006 Marine Construction: Marine Diver $ 51.41 M.D.Tender 37.36 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 32.22 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wager per hour: (1) year terms: See (18,19) on HOLIDAY PAGE. See (5,6,10,11,13,16,18,19) See (5,6,10,11,13,16,18,19) on HOLIDAY PAGE. Supplemental benefits per hour: 1st 2nd 3rd 4th $16.55 $ 20.69 $ 26.90 $ 33.11 Apprentices $ 21.43 9-1456MC Carpenter 03/01/2007 JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2006 CarpetJResilient Floor Coverer $ 45.66 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 25.01 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (18, 19)on HOLIDAY PAGE. Paid: for 1st & 2nd yr. Page 16 Prevailing Wage Rates for 07/01/2006 - 06/30/3~1, Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County Apprentices Overtime: REGISTERED APPRENTICES Wage per hour: (1) year terms: 1st. $18.80 Supplemental benefits per hour: Apprentices $18.05 See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25) on HOLIDAY PAGE. 2nd. 3rd. 4th. $22.82 $28.86 $34.90 9-2287' JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2006 Piledriver $ 45.68 Dockbuilder 45.68 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 25.01 OVERTIME PAY See (B, E2, O) on OVERTIME PAGE HOLIDAY Paid: Paid: for 1st & 2nd yr. Apprentices Overtime: REGISTERED APPRENTICES Wages per hour: (1)year terms: 1st. $18.80 See (18,19)on HOLIDAY PAGE. See (5,6,11,13,16,18,19,25) See (5,6,11,13,16,18,19,25)on HOLIDAY PAGE. 2nd. 3rd. 4th. $ 22.83 $ 28.87 $ 34.92 Supplemental benefits per hour: Apprentices $18.05 9-1456 Carpenter - Building / Heavy&H ghway JOB DESCRIPTION Carpenter- Building / Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk 03/01/2007 DISTRICT 4 Page 17 Prevailing Wage Rates for 07/01/2006 - 0 Last Published on Mar 01 2007 WAGES Per Hour: 07/01/2006 Building $ 34.27 Heavy Highway 34.27 SUPPLEMENTAL BENEFITS Per Hour: Journeyman $ 28.42 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (18, 19) on HOLIDAY PAGE Overtime: See (5, 6, 16, 23, 24, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms at the following pecentage of Joarneymans Wage 1st 2nd 3rd 4th 40% 55% 65% 75% Supplemental Benefits Apprentice(s) $15.50 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County 4-Reg. Council Nass/Suff Electrician 07/01/2006 $ 23.87 07/01/2006 JOB DESCRIPTION Electrician ENTIRE COUNTIES ~ Nassau, Suffolk WAGES Per Hour: 17% of Wage Rate, Plus $ 4.88 per Hour See (5, 6, 8, 9, 10, 11, 16) on HOLIDAY PAGE See (1) on HOLIDAY PAGE DISTRICT 4 Tree Trimmer/ Line Clearance Specialist SUPPLEMENTAL BENEFITS Per Hour: OVERTIME PAY See (B, E, P, T) on OVERTIME PAGE HOLIDAY Paid: Overtime: 4-1049/Tree 06/01/2007 Page 18 DISTRICT 4 Telephone & Intergrated Tele-Data Systems JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006- 05/31/2007 Electrician 03101/2007 Prevailing Wage Rates for 07/01/2006 - 06/30/I Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County Journeyman $ 31.40 $ 31.80 "PLEASE NOTE" This rate class fica on applies to ALL Voice,Data & Video work.: Excluding Fire Alarm Systems and Energy Managment Systems (HVAC Controls), in those cases the regular Electrician rate applies. To ensure proper use of this rate please call the Garden City District Office at (516)228-3915. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006- 06/01/2007 05/31/2O07 Journeyman 47.5% of 47.5% of Hourly Wage Hourly Wage plus $ 3.06 plus $ 3.90 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE 4-25tela JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006- 06/01/2007 05/31/2007 Journeyman Electrical Maintenance $ 34.45 "PLEASE NOTE" Applicable to "EXISTING ELECTRICAL SYSTEMS" including, but not limited to TRAFFIC SIGNALS & STREET LIGHTING. Not used for addons. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006- 05/31/2007 $ 34.90 06/01/2007 35.5% of Wage 35.5% of Wage plus $ 4.52 / plus $ 5.28 / hour hour OVERTIME PAY See (B, E2, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Term(s) at the following Percentage of Journeyman(s) Wage: 1st Yr 2nd Yr 3rd Yr 4th Yr 5th Yr 40% 50% 60% 70% 80% Supplemental Benefits per hour Apprentice(s) 35.5% of Wage 35.5% of Wage plus $ 4.52 / plus $ 5.28 / hour hour Page 19 DISTRICT 4 4-25m Prevailing Wage Rates for 07/01/2006 - 06/30~ Pub~d by the New York State Department of Labor Last Published on Mar 01 2007 ~ ~" PRC Number 2007002287 Suffolk County JOB DESCRIPTION Electrician ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006 Electrician $ 44.00 Fire Alarm 44.00 HVAC Controls 44.00 DISTRICT 4 PUMP & TANK WORK Journeyman $ 35.20 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006 Journeyman 44.5% of hourly wage plus $ 6.93 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(1 ) Year Terms at the following Pemetage of Journeyman(s) Wage 1st 2nd 3rd 4th 5th 6th 35% 40% 45% 50% 60% 70% Supplemental Benefits per hour Apprentice(s) 1st Term 2nd Term 3rd Term 4th Term 5th Term 6th Term 15% of hourly wage plus $ 3.89 24% of hourly wage plus $ 4.78 44.5% of hourly wage plus $ 6.93 44.5% of hourly wage plus $ 6.93 44.5% of hourly wage plus $ 6.93 44.5% of hourly wage plus $ 6.93 4-25 Electrician Lineman 0310112007 Page 20 Prevailing Wage Rates for 07~0112006 - 06/30/~1, Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County JOB DESCRIPTION Electrician Lineman ENTIRE COUNTIES Nassau, Suffolk WAGES For Utility Distribution & Transmission Line Construction Per Hour: 07/01/2006- 03/31/2007 04/01/2007 Lineman/Splicer $ 38.10 $ 39.50 Marerial Man 33.15 34.37 Heavy Equip. Operator 30.46 31.60 Groundman 22.86 32.70 Flagman 17.16 17.78 DISTRICT 4 Undergrond Natural Gasline Mechanic (2" or Less) Journeyman U.G.Mech. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006 $ 31.81 Utility Distribution & Transmission Line Construction O7/01/2006- 03/31/2006 24% of Wage Rate, Plus $ 6.12 All Classifications 04/01/2007 24% of Wage Rate, Plus $ 6.40 Underground Natural Gas Mechanic 07/01/2006 Journeyman U.G.Mech. 12% of Wage Rate, Plus $ 5.96 OVERTIME PAY See (B, Q) on OVERTIME PAGE Use Codes (B,G,P) for Natural Gas Mechanic HOLIDAY Paid: See (5, 6, 8, 16, 23, 25, 26) on HOLIDAY PAGE Qvedime: See (1) on HOLIDAY PAGE REGISTERED APPRENTICES 1000 hour Periods at the following Percentage of Journeyman's Wage. 1st. 2nd. 3rd. 4th. 5th. 6th. 7th. 60% 65% 70% 75% 80% 85% 90% 4-1049 Line/Gas Elevator Constructor 03/01/2007 JOB DESCRIPTION Elevator Constructor DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk PARTIAL COUNTIES Rockland: Entire County except for the Township of Stony Point Westchester: Entire County except for the Townships of Bedford, Lewisboro, Codland, Mt. Kisco, Nodh Salem, Pound Ridge, Somers and Yorktown. WAGES Per hour: 07/01/06 03/17/07 Page 21 Prevailing Wage Rates for 07/01/2006 - 06/30~' Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County Elevator Constructor $43.90 $45.98 Elevator Constructor Modern. & Service $35.33 $36.80 SUPPLEMENTAL BENEFITS Per hour: Elevator Constructor Modern./Service OVERTIME PAY Constructor. See ( C, O ) on OVERTIME PAGE. Modern./Serv. See( B, H ) on OVERTIME PAGE. $19.97 $21.85 $19.47 $21.33 When a service contract requires two 8-hour shifts, Man-Sat, worker assigned to each of the double shifts shall work 8 hours per day, 6 days per week far a total of 48 hours. Worker shall be paid for 52 hours at single rate. Any worker who works less than 48 hours shall have his premium prorated. HOLIDAY Paid: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE Overtime: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES WAGES: Per Hour 07/01/06 03/17/07 One (1) year terms at the following rate Elevator Constructor 1 st Term $19.83 $20.70 2nd Term $24.19 $25.29 3rd Term $28.59 $29.89 4th Term $32.99 $34~99 Modern./Service 1st Term $19.83 $20.70 2nd Term $19.43 $20.24 3rd Term $22.97 $23.92 4th Term $26.50 $27.60 Supplemental Benefits per hour paid: One (1) year term at the following dollar amount Elevator Constructor: 1st Term $15.93 $17.40 2nd Term $16.41 $17.92 3rd Term $17.20 $18.80 4th Term $18.00 $19.66 Modern/& Se~ice: 1st Term $15.85 $16.49 2nd Term $16.14 $16.82 3rd Term $16.88 $17.50 4th Term $17.62 $18.18 Glazier 03/01/2007 JOB DESCRIPTION Glazier DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per hour: 07/01/2006- 05/01/2007 04/30/2007 Glazier $ 41.45 Additional $ 2.15 per Scaffolding $ 42.45 hour worked Page 22 Prevailing Wage Rates for 07/01/2006 - Last Published on Mar 01 2007 Publ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County Repair & Maintenance: Glazier $ 24.60 $ 25.35 Repair & Maintenance- All repair & maintenance work on a padicular building, whenever performed, where the total cumulative contract value is under $100,000.00. SUPPLEMENTAL BENEFITS Per hour paid:Overtime rate shown in parenthisis Journeyman .... $19.90 Glazier Repair & Maintenance: OVERTIME PAY OVERTIME: $11.79 See (C*,D*O) on OVERTIME PAGE. $11.89 * Denotes if an optional 8th hour is required same will be at the regular rate of pay. If 9th hour is worked then both hours or more ( 8th and 9th or more ) will be at the double time rate of pay. ** For Repair & Maintenance see ( B,F, P) on overtime page. HOLIDAY Paid: See (1) on HOLIDAY PAGE Qvertime: See (5, 6, 16, 25) on HOLIDAY PAGE The Following are paid holidays for the Repair&Maintenance Class:New Years day, Presidents day, Memorial day, Independents day, Labor day, Thanksgiving day, day after Thanksgiving, and Christmas day. REGISTERED APPRENTICES Wage per hour: (1) year terms at the following wage rates. 1st term... $14.21 2nd term... $ 20.75 3rd term... $ 24.89 4th term... $ 33.17 Supplemental Benefits: (Per hour worked) 1st term .... $ 9.13 2nd term .... $13.62 3rd term .... $14.87 4th term .... $17.39 9-1281 (DC9 NYC) Heat & Frost Insulator 03/01/2007 JOB DESCRIPTION Heat & Frost Insulator ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: 07/01/2006- 12/31/2006 Insulating Only $ 43.61 SUPPLEMENTAL BENEFITS Per Hour: Page 23 01/01/2007 $ 45.11 DISTRICT g Prevailing Wage Rates for 07/01/2006- 06/30~ Last Published on Mar 01 2007 ~ t by the New York State Department of Labor PRC Number 2007002287 Suffolk County Journeyman Insulating Only $ 25.62 OVERTIME PAY See (A, D, O, V) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15, 16, 25, 26)on HOLIDAY PAGE REGISTERED APPRENTICES Wages: Apprentice Insulating Only: 1 year terms at the following percentage of Journeyman's rates. 1st 2nd 3rd 4th 40% 60% 70% 80% Supplemental Benefits per hour: Apprentice Insulating Only Same % as for Wage of $ 25.62 $ 25.62 Same % as for Wage of $ 25,62 9-12 JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Wages: (per Hour) 07/01/2006 Structural.. $ 37.65 Riggers ..... 37.65 Machinery Movers... 37.65 Machinery Erectors. 37.65 DISTRICT g SUPPLEMENTAL BENEFITS Per Hour: Journeyman.. $44.88 OVERTIME PAY OVERTIME: See (B*,E**,Q,V) on OVERTIME PAGE. * Time and one-half shall be paid for all work in excess of (8) eight hours at the end of a work day to a maximum of two hours on any regular work day (the ninth (9th) and tenth (10th) hours of work) and double time shall be paid for all work thereafter. ** Time and one-half shall be paid for all work on Saturday up to eight (8) hours and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 18, 19) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour: Six month term al the following wage rate. Page 24 Prevailing Wage Rates for 07/01/2006 - 06/30/2~ Last Published on Mar 01 2007 by the New York State Department of Labor PRC Number 2007002287 Suffolk County 1st 2nd $19.90 20,50 Supplemental Benefits: (per hour paid). * Applies to all apprentices, 3rd 4th 5th 6th 20.50 21.10 21.10 21.10 $32.58* 9~40/361-Str JOB DESCRIPTION Ironworker DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Rockland: Southern Section WAGES Per hour: 07/01/06 Reinforcing & Metal Lathing... $ 34.80 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 36.58 OVERTIME PAY OVERTIME: See (A*,E*,Q,V) on OVERTIME PAGE. * All overtime in excess of ten (10)hours shall be paid at double wage. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 13, 18, 19) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (1) year terms at the following wage rates. 1st 2nd 3rd 4th $ 24.00 $ 27.50 $ 31.50 $ 35.50 Supplemental Benefits per hour paid: 1st 2nd 3rd 4th 18.23 19.73 20.73 21.73 9-46Reinf Ironworker 03/01/2007 JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 07/01/2006 01/01/2007 Ornamental $ 39.30 $ 38.60 Chain Link Fence 39.30 38.60 Guide Rail Installation 39.30 38.60 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman: $ 34.64 $ 36.35 OVERTIME PAY Page 25 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30~ Last Published on Mar 01 2007 ~ ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County OVERTIME: See (A*,D1,E**,Q,V) on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to a maximum of two hours on any regular work day (the eighth (Sth) and ninth (9th) hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven (7) hours and double time shall be paid for ail work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES (1/2) year terms at the foflowing percentage of Journeyman's wage. APPRENTICES: 1st 2nd 3rd 4th 5th 6th 60% 65% 70% 80% 85% 95% Supplemental Benefits per hour paid: 1st Term $ 28.15 $ 28.15 2nd Term 28.96 28.96 3rd Term 29.78 29.78 4th Term 31.41 31.41 5th Term 32.23 32.23 6th Term 33.86 33.86 9-580-Or ir°nworket JOB DESCRIPTION Ironworker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES Per hour: 01/01/06 DISTRICT 9 07/01/06 Derrickman/Rigger $46.40 SUPPLEMENTAL BENEFITS Journeyman.. $25.09 + additional $.96 $25.09 OVERTIME PAY OVERTIME See (A*,D1,E**,Q,V) on OVERTIME PAGE. *Time and one-half shall be paid for all work in excess of seven (7) hours at the end of a work day to a maximum of two hours on any regular work day (the eighth (Sth) and ninth (9) hours of work) and double time shall be paid for all work thereafter. **Time and one-half shall be paid for all work on Saturday up to seven (7) hours and double time shall be paid for all work thereafter. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10) on HOLIDAY PAGE HOLIDAY: Paid: ........ See (1) on HOLIDAY PAGE. Ovedime:....See (5', 6*, 8**, 24***, 25**) on HOLIDAY PAGE. *No work shall be performed on this day, except in cases of emergency. Such work shall be done at double time rate of pay. **Double time rate of pay. ***Work stops at schedule lunch break with full day's pay. REGISTERED APPRENTICES Page 26 Prevailing Wage Rates for 07/01/20 Last Published on Mar 01 2007 by the New York State Department of Labor PRC Number 2007002287 Suffolk County Wage per hour: (1/2) year terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 50% 50% 70% 60% 90% Supplemental benefits per hour paid: Registered Apprentice 1st year All others 50% of journeyman's rate 75% of journeyman's rate 6th 90% 9-197D/R JOB DESCRIPTION Laborer ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per hour: DISTRICT 9 GROUP A: Blasters. GROUP B: Tunnel workers * · (including Miners, Drill Runners, Iron Men, Maintenance Men, Conveyor Men, Safety Miners, Riggers, Block Layers, Cement Finishers, Rod Men, Caulkers, Powder Carriers, Miners' Helpers, Chuck Tenders, Track Men, Nippers, Brake Men,Derail Men, Form Men, Bottom Bell, Top Bell or Signal men, Form Workers, Movers, Concrete Workers, Shaft Men, Tunnel Laborers and Caulkers' Helpers). GROUP C: Powder Watchmen, Top Laborers and Changehouse Attendants. Wages: (per hour) 7/01/06 Laborer (Tunnei)-FREE AIR: Group A $36.89 Group B 35.34 Group C 32.73 Small Bore Micro Tunnel Machines For Repairs on Existing Water Tunnels For Repairs of Sewer & Drainage Tunnels For Repair & Maintenance of all Subway & Vehicular Tunnels SUPPLEMENTAL BENEFITS Per hour paid: GROUP A GROUP B GROUP C Small Bore Micro Tunnel Machines For Repairs on Existing Water Tunnels For Repairs of Sewer & Drainage Tunnels $ 32.76 per hour paid + 0.26 per hour worked + 3.00 per day + 0.16 per overtime hour. $ 31.34 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour. $ 28.92 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour. Page 27 80% of rates above 90% of rates above 85% of rates above 80% of rates above 80% of rates above 90% of rates above 85% of rates above ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County For Repair & Maintenance of all Subway & Vehicular Tunnels 80% of rates above OVERTIME PAY OVERTIME: HOLIDAY Paid: Overtime: For Laborer (Free Air) See ( D, M, R* ) on OVERTIME PAGE. For Repair Categories See ( B, F, R* ) on OVERTIME PAGE. & Micro Tunneling * Straight time first 8 hours, double time after 8 hours. See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE 9-147Tnl/Free JOB DESCRIPTION Laborer- Building ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Building Laborer Asbestos Abatment Worker (Re-Roofing see Roofer) 07/01/2006- 11/30/2006 $ 27.00 25.50 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006- 11 ~30~2006 12/01/2006 $ 27,00 27.00 12/01/2006 Building Laborer $ 20.63 $ 20.63 Asbestos Worker 9.91 9.91 $16.20 18.90 21.60 24.30 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Regular Hours Work Terms (Not Available for Abatment Work) TERM #1 1 hrto 1000hrs TERM #2 1001hrs to 2000hfs TERM fl3 2001hfs to 3000hfs TERM #4 3001hfs to 4000hfs Wages per hour: APPRENTICES {Not Allowed on Abatment Work) TERM #1 TERM #2 TERM #3 TERM #4 $16.20 18.90 21.60 24.30 DISTRICT 4 Supplemental Benefits per hour: APPRENTICES TERM #1 TERM #2 TERM #3 TERM #4 $11.05 12.54 13.03 13.45 Page 28 $11.05 12.54 13.03 13.45 4-66 Prevailing Wage Rates for 07/01/2006 - 06/30/~ Last Published on Mar 01 2007 by the New York State Department of Labor PRC Number 2007002287 Suffolk County JOB DESCRIPTION Laborer- Heavy&Highway DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Laborer (Heavy/Highway): GROUP # 1: Asphalt Rakers and Formsetters. GROUP # 2: Asphalt Shovelers, Roller Boys and Tampers. GROUP # 3: Basic Laborer, Power Tool, Trackmen, Landscape, Pipelayer, Jackhammer and Concrete, Traffic Control Personnel. WAGES PER HOUR: 07/01/2006 GROUP # 1 $ 30.38 GROUP # 2 29.55 GROUP # 3 27.05 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006 ALL GROUPS $ 20.19 After Forty (40)paid Hours in a work Week 12.17 OVERTIME PAY See (B, E2, F) on OVERTIME PAGE NOTE: Premium Pay of 25% of wage for all Straight time hours on all New York State D.O.T. and other Goverment Mandated Off-Shift Work NOTE: Hazardous Material Work add an Additional 10% of Hourly Rate HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (1) on HQLIDAY PAGE REGISTERED APPRENTICES One (1) Year Terms at the following Pecentage of the Journeyman's Wage 1st 2nd 80% 90% Supplemental Benefits per hour: APPRENTICES After Forty (40)paid Hours in a work Week $20.19 12.17 4-1298 Laborer - Tunnel 03/01/2007 JOB DESCRIPTION Laborer- Tunnel ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Page 29 DISTRICT 9 Prevailing Wage Rates for 07/01/2001 Last Published on Mar 01 2007 Pu~d by the New York State Depadment of Labor ~ PRC Number 2007002287 Suffolk County GROUP 2: Tunnel Workers* * (including Miners, Drill Runners,Iron Men, Maintenance Men, Inside Muck Lock Tender, Pumpman, Electricians, Cement Finishers, Rod Men, Caulkers, Carpenters, Hydraulic Men, Shield Drivers, Monorail Operators, Motor Men, Conveyor Men, Safety Miners, Powder Carriers, Pan Men, Riggers, Miner's Helpers, Chuck Tenders, Track Men, Nippers, Brake Men, Form Workers, Concrete Workers, Tunnel Laborers, Caulker's Helpers), Hose Men, Grout Men, Gravel Men, Derail Men and Cable Men. GROUP 3: Top Nipper GROUP 4: Outside Man Lock Tender, Outside Muck Lock Tender, Shaft Men,Gauge Tender and Signal Men. GROUP 5: Powder Watchmen, Top Laborers and Changehouse Attendants. WAGES:(perhour) Laborer(CompressedAir): GROUP1 GROUP2 GROUP3 GROUP4 GROUP5 SUPPLEMENTAL BENEFITS SUPPLEMENTAL BENEFITS: GROUP1 GROUP2 GROUP3 GROUP4 GROUP5 $34.34 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour $33.20 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour $32.57 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour $31.98 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour $30.54 per hour paid + 0.28 per hour worked + 3.00 per day + 0.16 per overtime hour 7/01/2006 $38.59 37.26 36.59 35.95 31.09 OVERTIME PAY See (D, M, *R) on OVERTIME PAGE NOTE: Time and one-half to be paid for all overtime repair-maintenance work on existing equipment and facilities. * Straight time first 8 hours, double time after 8 hours. HOLIDAY Paid: See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE Ovedime: See (5, 6, 9, 11, 12, 15, 25) on HOLIDAY PAGE 9-147Tnl/Comp Air Mason 03/01/2007 JOB DESCRIPTION Mason ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour 07/01/2006 Bricklayer $ 41.25 SUPPLEMENTAL BENEFITS Per Hour 07/01/2006 DISTRICT 9 Journeyman $ 21.76 Page 30 Prevailing Wage Rates for 07/01/2006 - 06/30/:;;~ Last Published on Mar 01 2007 I by the New York State Department of Labor PRC Number 2007002287 Suffolk County OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES wges: (per hour paid): (750 Hours) Term at the following Percentage of Journeyman's Wage* (500 hours) term at the following percentage of jpuroeyman's wage** 1st* 2nd* 3rd* 4th* 5th** 6th** 50% 60% 70% 80% 90% 95% Supplemental Benefits: (per hour) Apprentices: All aprrentices $10.40 Mason. Building 9-1Brk JOB DESCRIPTION Mason - Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES o ioti oO 07/01/2006 Building: Tile Finisher $ 34.00 SUPPLEMENTAL BENEFITS Journeyman.. $16.85 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour paid) ( 750 hour ) terms at the following percentages of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 75% 85% Supplemental Benefits: (per hour paid) (750) hour terms at the following dollar amount: Apprentices. 7.50+ term wage % of $ 9.35 7th 90% 8th 95% 9-7/88-tf Mason - Buildin.q 03/01/2007 JOB DESCRIPTION Mason - Building ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES 7/01/2006 Building Page 31 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30t Last Published on Mar 01 2007 '~' Pu~' ~d by the New York State Department of Labor PRC Number 2007002287 Suffolk County Marble/Sawyer, Rubber & Polisher Marble Restoration Finishers SUPPLEMENTAL BENEFITS Journeyman: Polisher Finisher OVERTIME PAY See (A, E, Q, V) on OVERTIME PAGE HOLIDAY $ 36.58 18.66 $14.63 5.95 Paid: See (*5, 6, 11, 15) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15) on HOLIDAY PAGE * Journeymen receive 1/2 days pay for Labor Day. Cleaner, Maintenance and 1ST three terms of Apprentices see ( 5, 6, 11, 15 )on HOLIDAY PAGE. All others See ( 1 ) on HOLIDAY PAGE. REGISTERED APPRENTICES Wages: (per hour worked). ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 60% 65% 70% 80% 90% 95% Supplemental Benefits: (per hour worked) (750) hours term at the following dollar amount: Apprentices: term wage % of $ 8.20 + $ 6.78 9-7/24 Mason - Bu d n.q 0310112007 JOB DESCRIPTION Mason - Building DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES 07/01/2006 Building: Tile Setters $ 42.27 SUPPLEMENTAL BENEFITS Journeyman: $19.28 OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (750 hr)terms at the following percentage of journeyman's wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 75% 85% 95% Supplemental Benefits per hour paid: Apprentice: $ 9.93+ term wage % of 9.35 9-7/52 Mason - Building 03/0112007 JOB DESCRIPTION Mason- Building ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester Page 32 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/2~ Last Published on Mar 01 2007 ~ Publi by the New York State Depar[ment of Labor PRC Number 2007002287 Suffolk County WAGES Building: 07/01/06 Mosaic & Terrazzo Worker $41.68 Mosaic & Terrazzo Finisher $40.37 SUPPLEMENTAL BENEFITS Journeyman: $18.55 OVERTIME PAY See (A, E, Q, *V) on OVERTIME PAGE * ADD $8.05 per hour to supplements on time & one-half overtime hours. ADD $10.05 per hour to supplements on double-time overtime hours. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: (750 Hour) terms at the following pementage of the journeymans wage. 1st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 80% 95% Supplemental benefits per hour paid: (750 hour) terms at the following percentage of Journeyman's benefit. 1 st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 80% 95% 9-7/3 Mason ~ BUiidin,q I Heavy&H ,qhway JOB DESCRIPTION Mason - Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES 07/01/2006 Stone Setter $ 42.58 SUPPLEMENTAL BENEFITS (per hour paid) 07/01/2006 Stone Setter $25.43 Stone Tender 10.95 1st year apprentice 15.06 DISTRICT 9 OVERTIME PAY See (*C, **E, Q) on OVERTIME PAGE * On weekdays the eighth (Sth) and ninth (9th) hours are time and one-half all work thereafter is paid at double the hourly rate. ** The first seven (7) hours on Saturday is paid at time and one-half all work thereafter is paid at double the hourly rate. HOLIDAY Paid: See (8, 25) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour paid): ( 750 hour ) terms at the following percentage of journeyman's wage. Apprentices: 1st 2nd 3rd 4th 5th 6th 60% 70% 80% 90% 100% 07/01/2006 50% Page 33 03/01/2007 9-1Stn Prevailing Wage Rates for 07/01/2006 - 06/30~' Last Published on Mar 01 2007 Pul by the New York State Department of Labor PRC Number 2007002287 Suffolk County JOB DESCRIPTION Mason - Building / Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Shall include but not limited to: fired clay brick pavers, pre-cast con-crete slabs (london walks), pressed concrete pavers, cobble stone, all types of flagging, asphalt concrete pavers- asphaltic cement sand and stone aggregate, unit safety surface. WAGES: (per hour) 07/01/2006 Journeyman $24.12 SUPPLEMENTAL BENEFITS Journeyman $10.76 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour paid) One year(l) Apprenticeship Supplemental Benefits: Apprentice: 07/01/2006 $ 20.27 $ 6.08 9-1 Paver ~g6n ~ ~iliJdin.q I He~&Hi~hwa¥ JOB DESCRIPTION Mason - Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk, Westchester WAGES 'Wages: 07/01/2006 Marble-Riggers, Crane & Derrickman $39.23 SUPPLEMENTAL BENEFITS Journeyman... $18.82 OVERTIME PAY See (C, O, V) on OVERTIME PAGE HOLIDAY Paid: See (*2) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 15, 25) on HOLIDAY PAGE * 1/2 Day for Labor Day. REGISTERED APPRENTICES Wages: (per hour paid): ( 1/2 ) year terms at the following percentage of Journeyman's wage. 1st 2nd 3rd 07/01/2006 50% 55% 65% Supplemental Benefits: (per hour paid) 07/01/2206 DISTRICT g 4th 5th 6th 75% 85% 95% $ 8.65 + term wage % of $10.17 9-7/20-MR Mason - Heavy&Highway JOB DESCRIPTION Mason - Heavy&Highway ENTIRE COUNTIES Page 34 03/0'1/2007 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/~1, Last Published on Mar 01 2007 ~ Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: Pointer, Cleaner,& Caulker (Mason) SUPPLEMENTAL BENEFITS Journeyman 07/01/2006 $ 34.73 $17.94 OVERTIME PAY See (B, E2, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour paid): ( I ) year terms at the following wage rates. 1st 2nd 07/01/2006 $16.80 19.69 3rd 25.75 Pub Supplemental Benefits: (per hour paid) Apprentices: 1st 2nd 07/01/2006 $2.50 $6.60 3rd $8.60 4th 31.30 Mason - Heavy&Hi.qhway JOB DESCRIPTION Mason - Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES 07/01/06 Cement Mason $41.25 SUPPLEMENTAL BENEFITS Journeyman: $23.15 OVERTIME PAY See (C, O, V) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Ovedime: See (5, 6, 8, 11, 13, 25) on HOLIDAY PAGE REGISTERED APPRENTICES ( 1 ) year terms at the following wage rates. 1st Term $20.62 2nd Term 24.75 3rd Term 28.87 by the New York State Department of Labor PRC Number 2007002287 Suffolk County Supplement Benefits per hour paid: Apprentices: 1st term $14.94 2nd term 16.59 3rd term 18.25 Operating Engineer - Building JOB DESCRIPTION Operating Engineer- Building ENTIRE COUNTIES Page 35 DISTRICT 9 4th $8.6O DISTRICT 9 9-1PCC 9-780 03101/2007 Prevailing Wage Rates for 07/01/200, Last Published on Mar 01 2007 by the New York State Department of Labor PRC Number 2007002287 Suffolk County Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Survey Rates-Building: 07/01/2006 Party Chief $44.74 Instrument Man 33.63 Rodman 29.67 SUPPLEMENTAL BENEFITS (per hour paid): Journeyman: $20.30 OVERTIME PAY See (A, *E, Q, V) on OVERTIME PAGE * Doubletime paid on the 8th hour on Saturday. HOLIDAY Paid: See (5, 6, 8, 11, 12, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 11, 12, 25) on HOLIDAY PAGE JOB DESCRIPTION Operating Engineer- Building ENTIRE COUNTIES Nassau, Suffolk WAGES BUILDING CATEGORIES: 9-15Db DISTRICT 4 CLASS "AA "CRANES: Crane, Truck Crane, Derrick, Dragline, Dredge, Crawler Crane, Tower Crane & Pile Driver. CLASS "A": Asphalt Spreader, Backhoe Crawler, Boiler, Boring Machine, Cherry Picker (over 50 tons), Concrete Pump, Gradall, Grader, Hoist,Loading Machine (10 yds. or more), Milling Machine, Power Winch - Stone Setting/Structural Steel & Truck Mounted, Powerhouse, Road Paver, Scoop-CarryalkScraper in Tandem, Shovel, Sideboom Tractor, Stone Spreader (self-propelled), Tank Work, Tower Crane Engineer. CLASS "B": Backhoe, Boom Truck, Bulldozer, Boring Machine/Auger, Cherry Picker (under 50 Tons), Conveyor-Multi, Dinkey Locomotive, Fork Lift, Hoist (2 Drum), Loading Machine & Front Loader, Mulch Machine (Machine Fed), Power Winches (Not Included in Class "A"), Asphalt Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutter, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip. & Well Point), Field Mechanic, Milling Machine (Small), Pulvi Mixer, Pumps (all), Roller (dirt), Ridge Cutter, Vac-AII, Shotblaster, Striping Machine, Interior Hoist, Concrete Finish Machine, ConcreteSpreader, Conveyer, Curing Machine, Hoist (one drum). CLASS "D": Concrete Breaker, Concrete Saw/Cutter, Fork Life or Walk Behind (power operated), Generator, Hydra Hammer, Compactors (mechanical or hand operated), Pin Puller, Portable Heaters, Power Booms, Power Buggies, Pump (double action diaphragm). CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (gypsum), Pump (single action diaphragm), Stump Chipper, Track Tamper, Tractor (caterpiller or wheel), Vibrator, Deckhand on Workboat. 07/01/2006 Class "AA" Cranes: Boom length over 100 feet add $1.00 per hour "150 .... $1.50 .... "250 .... $ 2.00 .... "350 .... $ 3.00 .... $ 48.52 Class "A" *Add $3.50 for Hazardous Waste Work $ 42.75* · Page 36 Prevailing Wage Rates for 07/01/2006 - 06/30/~ Last Published on Mar 01 2007 by the New York State Department of Labor PRC Number 2007002287 Suffolk County Class "B" *Add $2.50 for Hazardous Waste Work Class "C" *Add $1.50 for Hazardous Waste Work $ 40.54* $ 39.07* Class "D" $ 36.11 Class "E" $ 34.62 SUPPLEMENTAL BENEFITS ALL CLASSES Note:OVERTIMEAMOUNT $ 26.04 21.85 OVERTIME PAY See (D, O) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE "NOTE": Employee must be employed day before and day after a holiday to receive holiday pay. REGISTERED APPRENTICES One(l) Year Terms at the following Rate: 1st Term $ 20.84 2nd Term 21.67 3rd Term 22.33 Supplemental Benefits per hour: APPRENTICES Note: OVERTIME AMOUNT $15.89 5.85 Operating Engineer - Buildin.q / Heavy&Highway JOB DESCRIPTION Operating Engineer- Building / Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 4-138 DISTRICT 4 Well Driller Well Driller Helper Hazardous Waste Differential Added to Hourly Wage: Level A Level B Level C SUPPLEMENTAL BENEFITS Per Hour: Well Driller Well Ddler Helper (NOTE) 03/0112007 OVERTIME PAY See(B,E,G,P)oeOVERTIMEPAGE HOLIDAY 07/01/2006 $ 28.22 24.87 $ 3.00 2.00 1.00 $10% of straight time rate plus $9.55 Additional $2.25 for Premium Time Page 37 Prevailing Wage Rates for 07/01/2006 - 0 Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County Paid: Overtime: See (5, 6, 16, 23) on HOLIDAY PAGE See (5, 6, 16, 23) on HOLIDAY PAGE 4-138well JOB DESCRIPTION Operating Engineer- Heavy&Highway ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester WAGES 07/01/2006 Survey Rates-Heavy/Highway: Party Chief $46.14 Instrument Man 33.61 Rodman 29.06 SUPPLEMENTAL BENEFITS (per hour paid) Joumeyman $19.45 (+ $.85 sup dues) OVERTIME PAY See (B, *E, Q, V) on OVERTIME PAGE * Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: See (5, 6, 7, 11, 12) on HOLIDAY PAGE Overtime: See (5, 6, 7, 11, 12) on HOLIDAY PAGE DISTRICT 9 9-15Dh Operatin~ En.qineer- Heavy&Highway JOB DESCRIPTION Operating Engineer- Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES HEAVY/HIGHWAY CATEGORIES: 03)0,il2007 DISTRICT 4 CLASS "AA" CRANES: Crane, Truck Crane, Derrick, Dragline, Dredge, Crawler Crane, Tower Crane, Pile Driver. CLASS "A": Asphalt Spreader, Backhoe Crawler, Boiler Cherrypicker (over 50 tons), Concrete Pump, Grader, Gradall, Hoist Loading Machine 10 yds. or more), Milling Machine, Power Winch-Stone Setting/Structural Steel or Truck Mounted, Powerhouse, Road Paver, Scoop-CarryalI-Scaper in Tandem, Shovel, Sideboom Tractor, Stone Spreader (self propelled), Tank Work, Track Alignment Machine. CLASS "B": Backhoe, Boom Truck, Bulldozer, Boring Machine/Auger, Cherry Picker (under 50 tons), Conveyor-Multi, Dinky Locomotive, Fork Lift, Hoist (2 drum), Loading Machine & Front Loader, Mulch Machine (machine fed), Power Winches (all others not included in CLASS A), Asphalt Roller, Hydraulic Pump with Boring Machine, Scoop, Carryall, Scaper, Maintenance Man on Tower Crane, Trenching Machine, Vermeer Cutler, Work Boat. CLASS "C": Curb Machine, Maintenance Engineer (Small Equip. & Well Point), Field Mechanic, Milling Machine (Small), Puivi-Mixer, Pumps, Roller (Dirt), Vac-AII, Welding/Burning, Compressor (Structural Steel & 2 or more Batteries), Concrete Finish Machine, Concrete Spreader, Conveyor, Curing Machine, Fireman, Hoist (One Drum), Ridge Cutter, Striping Machine, Welding Machine (Structural Steel & Pile Work). CLASS "D": Compressor (Pile,Crane,Stone Setting), Concrete Saw Cutted Breaker, Work Lift (Walk Behind,Power Operated), Generator (Pile Work),Hydra Hammer, Hand Operated Compactor, Pin Puller, Pot[able Heater, Powered BroomlBuggylGrinder, Pump (Single Action-1 to 3 Inches/Gypsum/Double Action Diaphragm), Hand Trenching Machine, Welding Machine. CLASS "E": Batching Plant, Generator, Grinder, Mixer, Mulching Machine, Oiler, Pump (Centrifugal up to 3 In.), Root Cutter, Stump Chipper, Oiler on Tower Crane, Track Tamper, Tractor, Vibrator, Deckhand on Work Boat. 07/01/2006 Class "AA" $ 49.71 · Page 38 Prevailing Wage Rates for 07/01/2006 - 06/30/I PublOi by the New York State Department of Labor Last Published on Mar 01 2007 ~ PRC Number 2007002287 Suffolk County Cranes: Boom Length over 100 feet add $1.00 per hour "150 .... $1.50"" "250 .... $ 2.00"" "350" "$3.00"" Class "A" *Add $3.50 for Hazardous Waste Work. $ 43.93* Class "B" *Add $2.50 for Hazardous Waste Work. $ 40.99* Class "C" *Add $1.50 for Hazardous Waste Work $ 39.51' Class "D" $ 36.55 Class "E" $ 35.08 "NOTE": PREMIUM PAY of 25% on straight time hours for NEW YORK STATE- D.O.T. and other GOVERNMENTAL MANDATED off-shift work. SUPPLEMENTAL BENEFITS ALL CLASSES $ 26.04 Note: OVERTIME AMOUNT 21.85 OVERTIME PAY See (D, O) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 8, 9, 15) on HOLIDAY PAGE "NOTE": Employee must be employed day before and day after a holiday to receive holiday pay. REGISTERED APPRENTICES One(l) Year Terms at the following Rate: 1st Term $ 20.84 2nd Term 21.67 3rd Term 22.33 APPRENTICES $15.89 Note: OVERTIME AMOUNT 5.85 4-138 Operating Engineer - Marine Construction 03/01/2007 JOB DESCRIPTION Operating Engineer- Marine Construction DISTRICT 4 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per Hour: DIPPER,CLAMSHELL DREDGES 07/01/2006 CLASS A Operator $ 29.62 CLASS B Operator II $ 24.59 Engineer 26.02 Boat Master 24.79 CLASS C Page 39 Prevailing Wage Rates for 07/01/200~ Last Published on Mar 01 2007 Maintance Engineer $ 25.15 Mate 23.54 Drag Barge Operator 23.54 Welder 24.77 Boat Captain 23.70 Chief of Pady 23.54 CLASS D Oiler $ 20.34 Scowman 19,43 Rodman 19.43 Deckhand 19.48 HYDRAULIC DREDGES CLASS A Leverman 07/01/2006 $ 29.62 CLASS B Leverman II $ 24.59 Engineer 25.47 Derrick Operator 25.72 Chief Mate 25.37 Chief We~der 26.03 Electrician 24.98 Fill Placer 25.37 Boat Master 24.78 CLASS C Maintenance Engineer $ 25.14 Mate 23.54 Drag Barge Operator 23.54 Welder (Dredge) 24.76 Spider Barge Operator 24.56 Boat Captain 23.70 Chief of Pady 23.54 CLASS D Oiler $19.94 Shoreman 19.45 Rodman 19.45 Deckhand 19.88 SUPPLEMENTAL BENEFITS Per Hour: THE FOLLOWING SUPPLEMENTAL BENEFITS APPLY TO ALL CATEGORIES 07/01/2006 All Classes A & B $ 7.90 plus 7% of Wage (ovedime hours add) $1.25 All Class C $ 7.30 plus 7% of Wage (overtime hours add) $ 0.95 All Class D (overtime hours add) OVERTIME PAY See (B, F, R) on OVERTIME PAGE HOLIDAY Paid: Ovedime: $ 6.70 plus 7% of Wage $ 0.65 See (5, 6, 8, 15, 26) on HOLIDAY PAGE See (5, 6, 8, 15, 26) on HOLIDAY PAGE Page 40 ~d by the New York State Department of Labor PRC Number 2007002287 Suffolk County Prevailing Wage Rates for 07/01/2006 - 06/30/~1, Last Published on Mar 01 2007 I by the New York State Department of Labor PRC Number 2007002287 SuffotkCounty 4-25a-MarConst JOB DESCRIPTION Operating Engineer- Trenchless Pipe Rehab DISTRICT 4 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per Hour: 07/01/2006 DSET/DSSET Operator $ 30.00 Robotic Unit Operator 30.00 DDCC Injection Operator 30.00 Technician/Equipment Operator 25.50 AM LineflHydra Seal Installer 25.50 Hobas Pipe, Polyethyene Pipe or Pull and Inflate Liner Inst. 25.50 SUPPLEMENTAL BENEFITS Per Hour Worked All Classifacations $11.34 OVERTIME PAY See (B, H) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 8, 9, 15, 25) on HOLIDAY PAGE REGISTERED APPRENTICES At One Year Terms (Per Hour) First Year $16.00 Second Year 16.75 Third Year 17.25 Fourth Year 18.00 Supplemental Benifit (Per Hour Worked) All Terms $11.34 4-138TrchPReh Painter 03/01/2007 JOB DESCRIPTION Painter ENTIRE COUNTIES Nassau, Suffolk WAGES Per hour: Drywall Taper 07/01/2006- 04./30/2007 $ 33.50 Page 41 05/01/2007 $ 34.5O DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/~1 Last Published on Mar 01 2007 PuL t by the New York State Department of Labor PRC Number 2007002287 Suffolk County SUPPLEMENTAL BENEFITS Per hour worked: Journeyman $18.90 $19.94 OVERTIME PAY See (A, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Over[ime: See (4, 5, 6, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages(per Hour) 1st Year $12.70 2nd Year 16.50 3rd Year 19.80 4th Year 26.40 Suppemental Benefits: (per Hour) 1st year $ 8.63 2nd Year 10.74 3rd year 13.21 4th year 17.68 $13.25 17.25 20.70 27.60 $ 9.64 11.89 14.47 19.17 9-NYDCT9-DWT JOB DESCRIPTION Painter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester WAGES (Per hour) 07/01/2006- 04/30/2007 DISTRICT 9 05/01/2007 Brush $ 33.50 $ 34.50 Spray & Scaffold 36.50 37.50 Fire Escape 36.50 37.50 Decorator 36.50 37.50 Paperhanger/Wall Coverer 35..33 36.33 SUPPLEMENTAL BENEFITS ( per hour worked ) 07/01/2005 05/01/2006 Paperhanger $ 23.15 $ 23.15 All others 18.85 20.94 OVERTIME PAY See (A, H) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Indentured after 5/31/93 ( 1 ) year terms at the following wage rate. (per hour) Appr 1st term... $12.70 $12.70 Appr 2nd term... 16.75 17.25 Appr 3rd term... 20.10 20.70 ,~ppr 4th term... 26.80 27.60 Spplemental benefis: (per Hour worked) Appr 1st term... Appr 2nd term... Appr 3rd term... Appr 4th term... 8.63 10.74 13.21 17.68 Page 42 9.64 11.89 14.47 19.71 Prevailing Wage Rates for 07101/2006 - 06/30/I Last Published on Mar 01 2007 ~ Publ by the New York State Department of Labor PRC Number 2007002287 Suffolk County 9-NYDC9-B/S JOB DESCRIPTION Painter- Building / Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensse[aer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES 07/01/2006 Metal Polisher $ 21.98 All workers shall be paid a premium in an amount equal to twenty ( 20% ) percent of their basic straight time rate of pay for all time worked on hanging scaffolds and on standing scaffolds while working more than 28 feet off the ground, such premium to be paid on top of their straight time or overtime, whichever is applicable. SUPPLEMENTAL BENEFITS (% of Total Wages) Journeymen & Apprentice - 55% of Wages OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE Ovedime: See (5, 6, 9, 11, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES 55% of Basic Polisher Rate (*) 9-8N28A-MP Painter - Heav¥&Hi.qhway 03/0'112007 JOB DESCRIPTION Painter- Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006- 09/30/2006 10/01/2006 DISTRICT 4 Structural Steel $ 42.50 $ 43.00 Bridge Painting 42.50 43.00 Power Tool/Compressor 48.50 49.00 "NOTE" Bridge Painting Contracts, ALL WORKERS on and off the bridge(including flagmen) are to be paid Painting Rate. The Contract must be ONLY for Bridge Painting. SUPPLEMENTAL BENEFITS Per Hour: Journeyman/ All Classifications $ 26.23 $ 26.47 OVERTIME PAY See (A, O) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour: One(1 ) Year Terms at the following Percentage of the Journeyman(s) Wage: Page 43 Prevailing Wage Rates for 07/01/2006 - Last Published on Mar 01 2007 J by the New York State Department of Labor PRC Number 2007002287 Suffolk County 1st Term 40% 2nd Term 60% 3rd Term 80% Supplemental Benefits per hour: Apprentice(s) 1st Term $ 21.23 $ 21.47 2nd Term 26.23 26.47 3rd Term 26.23 26.47 4-DC9/NS-BrSS JOB DESCRIPTION Painter- Heavy&Highway DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES Painter (Striping-Highway): 07/01/2006 Striping-Machine Operator Linerman Thermoplastic SUPPLEMENTAL BENEFITS (per hour paid) $ 23.64 28.49 07/01/2006 Journeyman.. $ 7.14 + 7% of wage OVERTIME PAY See (B, E, P, S) on OVERTIME PAGE HOLIDAY Paid: See (5, 8, 11, 12, 15, 16, 17, 20) on HOLIDAY PAGE Overtime: See (5, 8, 11, 12, 15, 16, 17, 20, 21, 22} on HOLIDAY PAGE 9-8a/28a (230)-HWSt Plasterer 03101/2007 JOB DESCRIPTION Plasterer ENTIRE COUNTIES Kings, Nassau, Queens, Suffolk PARTIAL COUNTIES New York: Includes work in all Islands in New York City, except Manhattan. WAGES (per hour) DISTRICT 9 02/01/2006 07/01/2006 02/01/2007 Building: PlasteredTmditional $ 34.03 Additional Additional $1.50' $1 .50' * Note: May be distributed between wages and benefits. SUPPLEMENTAL BENEFITS ( per hour worked ) Journeyman ..... OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE $ 20.30 Page 44 Prevailing Wage Rates for 07/01/2006 - 06/30/2~ Publi~ by the New York State Department of Labor Last Published on Mar 01 2007 ~' ~ PHC Number 2007002287 Suffolk County Overtime: See (5, 6, 8, 11, 13, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: (per hour) ( I ) year terms at the following % journeyman's wage rate. First year: 1st 6 months 2nd 6 months 40% 45% Second year: 1st 6 months 2nd 6 months 55% 60% Third year: 1st 6 months 2nd 6 months 70% 75% Supplemental Benefits: (per hour paid): (1) year term broken down into six month periods: 1st year: 1st six months $8.37 2nd six months 9.35 3rd six months 11.35 4th six months 12.33 5th six months 14.33 6th six months 15.33 9-530-Z1 Plumber 03i0'1i~007 JOB DESCRIPTION Plumber ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006- 06/01/2007 05/31/2007 Journeyman/ PUMP & TANK $ 38.44 SUPPLEMENTAL BENEFITS Per Hour: $40.18 Journeyman $18.32 $1&57 OVERTIME PAY See (B, N, V) on OVERTIME PAGE (V) Sunday & Holidays Only HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms at the Following Wage Per Hour: 07/01/2006- 06/01/2007 05/31/2007 lstTerm $ 9.31 $ 9.66 2nd Term 14.00 14.54 3rd Term 19.29 19.93 4th Term 24.72 25.57 DISTRICT 4 Supplemental Benefits per hour: Page 45 Prevailing Wage Rates for 07/01/2006 - 06/30~1~ Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Suffolk County lstTerm $ 7.67 $ 8.89 2nd Term 8.64 14.43 3rd Term 9.04 19.82 4th Term 9.29 25.46 4-200 Pump & Tank JOB DESCRIPTION Plumber DISTRICT 4 ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/01/2006 Journeyman MAINTENANCE ONLY $ 24.25 (NOTE) Maintenance: Correction of problem(s)with the existing fixture or group of fixtures, preventive repairs or servicing of said fixtures. SUPPLEMENTAL BENEFITS Per Hour Journeyman $ 7.65 OVERTIME PAY See (B, J) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms, Wages Per Hour as Follows: 07/01/2006 1st Term $12.34 2nd Term 13.29 3rd Term 14.28 4th Term 15.31 5th Term 16.38 Supplemental Benefits per hour: 1st Term $ 6.20 2nd Term 6.20 3rd Term 6.20 4th Term 6.20 5th Term 6.20 4-200 Maintance Plumber 03/01/2007 JOB DESCRIPTION Plumber ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Journeyman DISTRICT 4 07/01/2006- 11/01/2006- 05/01/2007 10/31/2006 04/30/2007 $ 42.85 $ 43.75 $ 44.90 SUPPLEMENTAL BENEFITS Per Hour: Journyman $ 22.72 $ 23.32 $ 23.42 Page 46 Prevailing Wage Rates for 07/01/2006 - ( Last Published on Mar 01 2007 Publ t by the New York State Department of Labor '~' PRC Number 2007002287 Suffolk County OVERTIME PAY See (A, O, V) on OVERTIME PAGE CODE "V" is only for SUNDAYS and HOLIDAYS WORKED HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 15, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES One(l) Year Terms, Wages Per Hour as follows: 07/01/2006- 11/01/2006- 05/01/2007 10/31/2006 04/30/2007 1st Term $17.14 $13.12 $13.47 2nd Term 21.43 21.86 17.96 3rd Term 27.85 28.44 29.19 4th Term 30.00 30.63 31.22 5th Term 32.14 32.81 33.66 Supplemental Benefits per hour: 1st Term $12.49 $11.89 $11.99 2nd Term 14.32 14.92 13.82 3rd Term 15.13 15.73 15.83 4th Term 16.13 16.73 16.83 5th Term 17.64 17.58 17.68 4-200 ROofer 031~tf2007 JOB DESCRIPTION Roofer ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: Roofer/Waterproofer SUPPLEMENTAL BENEFITS Per Hour: 07/01/2006- 10/01/2006 09/30/2006 $ 33.25 $ 35.50 Journeyman $ 22.62 $ 22.62 OVERTIME PAY Per Hour: NEW ROOF SEE (B,E,Q) RE-ROOF SEE (B,E,E2,Q) HOLIDAY Paid: See (1) on HQLIDAY PAGE Overtime: See (5, 6, 13, 16, 25) on HQLIDAY PAGE REGISTERED APPRENTICES (1) Year terms at the following pecentage of Journeyman's Wage 1st 2nd 3rd 4th 40% 50% 70% 80% Supplemental Benefits per hour: 1st Term $ 2.00 2nd Term 6.00 3rd Term 12.35 4th Term 17.31 Page 47 DISTRICT 4 Prevailing Wage Rates for 07/01/2006 - 06/30~ f the New York State Department of Labor Last Published on Mar 01 2007 ~ PRC Number 2007002287 Suffolk County 4-154 JOB DESCRIPTION Sheetmetal Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/0112006 Sheetmetal Worker $ 40.99 For Temporary Operation or Maintenance of Fans is 80% of Above Wage Rate SUPPLEMENTAL BENEFITS Per Hour: Journeyman $ 33.01 OVERTIME PAY See (A, O) on OVERTIME PAGE For Fan Maintenance See Codes B & O HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES Wages Per Hour: (1/2) Year Terms at the following Percent of Journeyman(s) Wage 1st 2nd 3rd 4th 5th 6th 30% 35% 40% 45% 50% 55% Supplemental Benefits per hour: 1st Term $12.70 2nd Term 14.33 3rd Term 15.82 41h Term 17.38 5th Term 18.92 6th Term 20.33 7th Term 22.20 8Ih Term 25.85 7th 8th 60% 70% DISTRICT 4 4-28 Sheetmetal Worker 0310112007 JOB DESCRIPTION Sheetmetal Worker ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per Hour: 07101/06 Sign Erector* $ 36.20 *NOTE: Overhead Highway Signs and Structurally Supported Signs (See iRON WORKER CLASS) SUPPLEMENTAL BENEFITS Per Hour: 07/01/06 Journeyman OVERTIME PAY See (A, F, S) on OVERTIME PAGE $ 25.48 Page 48 DISTRICT 9 Prevailing Wage Rates for 07/01/2006 - 06/30/8 Last Published on Mar 01 2007 ~ by the New York State Deparlment of Labor PRC Number 2007002287 Suffolk County HOLIDAY Paid: See (5, 6, 11, 12, 16, 25) on HOLIDAY PAGE Overtime: See (5, 6, 10, 11, 12, 16, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wage per hour: 07/01/2006 Half (1/2) year terms at the following rate(s): 1st 2nd 3rd $12.67 $14.48 $16.29 6th 7th 8th $21.72 $23.53 $25.34 Supplemental Benefits per hour paid: Half (1/2) year terms at the following dollar amount 1st 2nd 3rd $8.28 $9.21 $10.16 6th 7th 8th $12.97 $14.07 $14.86 4th 5th $18.10 $19.91 9th 10th $27.15 $28.96 4th 5th $11.09 $12.18 9th 10th $15.95 $16.74 9-137-SE Sprinkler Fitter, Refriqeration 0310t/2007 JOB DESCRIPTION Sprinkler Fitter- Refrigeration ENTIRE COUNTIES Bronx, Nassau, New York, Queens, Suffolk WAGES Per hour: DISTRICT 9 07/01/2006 Steamfitter $ 29.30 Refrigeration, A/C, Oil Burner and Stoker Service and Installations, limited on Refrigeration to combined compressors up to five (5) horsepower, and on NC Heating and Air Cooling to combined compressors up to ten (10) horsepower. SUPPLEMENTAL BENEFITS Per hour worked: Journeyman $ 7.71 OVERTIME PAY See (R, E, *Q, **S) on OVERTIME PAGE * Overtime Code Q applies to Holiday Codes 2, 6, 9, 15, and 17. ** Overtime Code S applies to Holiday codes 10, 11, 26, and Memorial Day. HOLIDAY Paid: See (2, 6, 9, 10, 11, 15, 17, 26) on HOLIDAY PAGE Overtime: See (2, 6, 9, 10, 11, 15, 17, 26) on HOLIDAY PAGE Memorial Day a Paid Holiday with Overtime as per Overtime Code S 9-638B Steamfitter 03/01/2007 JOB DESCRIPTION Steamfitter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Steam Fitter* Sprinkler Fitter* For Work on Temporary Heat** & Air Conditioning 07/01/2006- 12/26/2006 $ 43.67 43.67 33.18' Page 49 DISTRICT 9 06/30/~~~ Pub~ by the New York State Department of Labor Prevailing Wage Rates for 07/01/2006 Last Published on Mar 01 2007 "' PRC Number 2007002287 Suffolk County SUPPLEMENTAL BENEFITS (per hour paid) Journeyman $ 34.60 Journeyman: (For Work on Temporary Heat & Air conditioning). OVERTIME PAY See (*C, **D, O, V) on OVERTIME PAGE $ 27.40 HOLIDAY Paid: Ovedime: REGISTERED APPRENTICES Wages per hour worked: ( 1 ) year terms at the following percentage of Journeyman's wage. Apprentices: 1st 2nd 40% 50% Suppelmental Benefits: (1) year term at the following dollar amounts: Apprentices: 1st 2nd 07/01/2006 $14.00 $17.35 See (1) on HOLIDAY PAGE See (5, 6, 11, 15, 16, 25) on HOLIDAY PAGE 3rd 4th 5th 65% 80% 85% 3rd 4th 5th $22.37 $ 27.37 $ 29.06 9-638A-StmSpFtr Steamfitter 03/0ti2007 JOB DESCRIPTION Steamfitter ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES 07/01/2006- 12/31/2006 DISTRICT 9 Steamfitter ............... $ 30.45 Refrigeration, NC, Oil Burner and Stoker Service and Installations, limited on Refrigeration to combined compressors up to five (5) horsepower, and on NC Heating and Air Cooling to combined compressors up to ten (10) horsepower. SUPPLEMENTAL BENEFITS Journeyman ...... $ 7.71 OVERTIME PAY OVERTIME:....See ( B, E, Q*, S** ) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid: ........ See ( 2, 6, 9, 10, 11, 15, 17, 26,Memorial Day) on HOLIDAY PAGE. Overtime:.... * ( 2, 6, 9, 15, 17 ) · * ( 10, 11, 26, Memorial Day ) 9-638B-StmFtrRef Survey Crew Consultinq 03/01/2007 Page 50 Prevailing Wage Rates for 07/01/2006 - 06/30/~ Last Published on Mar 01 2007 i by the New York State Department of Labor PRC Number 2007002287 Suffolk County JOB DESCRIPTION Survey Crew Consulting DISTRICT 9 ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Dutchess: Only the portion south of the north city line in Poughkeepsie. WAGES Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when per[ormed under a Consulting Engineer agreement. WAGES: (per hour) 07/01/2006 Survey Rates: Party Chief. .... $29.82 Instrument Man.. 25.01 Rodman .......... 21.95 SUPPLEMENTAL BENEFITS (per hour paid) Journeyman ...... $11.70 OVERTIME PAY OVERTIME:.... See ( B, E*, Q, V ) ON OVERTIME PAGE. *Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: See (5, 6, 7, 11, 16) on HOLIDAY PAGE Overtime: See (5, 6, 7, 11, 16) on HOLIDAY PAGE 9-15dconsult Teamster - Buiiding / HeavV&H .qhway JOB DESCRIPTION Teamster- Building / Heavy&Highway ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Queens, Richmond, Suffolk WAGES Per Hour: 07/01/2006 Truck Driver, Chauffeur Trailers $ 25.28 Straight Jobs 24.98 SUPPLEMENTAL BENEFITS Per Hour: All Classifications $18.80 OVERTIME PAY See (B, L, S, S1)on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 7, 8, 11, 12, 26) on HOLIDAY PAGE Employee must work Two(2) Days in Holiday Week 03/01i2007 DISTRICT 4 4-282.Demo Teamster - Building / Heavy&Highway JOB DESCRIPTION Teamster - Building / Heavy&Highway ENTIRE COUNTIES Nassau, Suffolk WAGES Per Hour: 07/05/2006 "TRUCK DRIVER" Heavy Highway $ 31.835 Building 31.835 DISTRICT 4 Page 51 03/01/2007 Prevailing Wage Rates for 07/01/2006 - 06/30~ Pub~d by the New York State Department of Labor Last Published on Mar 01 2007 PRC Number 2007002287 Suffolk County Asphalt Delivery 31.835 Concrete Delivery 31.835 ADDITIONS Per Day: Three(3) Axle Tractors and Trailers: $10.00 Heavy Equipment and Tag-Along Trailers: $10.00 Boom Truck Drivers: $ 8.00 SUPPLEMENTAL BENEFITS Per Hour: "TRUCK DRIVER" All Classifications $ 26.10 OVERTIME PAY See (B, E, Q, R, T) on OVERTIME PAGE (NOTE) PREMIUM PAY of 25% on straight time hours for New York State D.O.T. and or other GOVERNMENTAL MANDATED off shift work. HOLIDAY Paid: See (5, 6, 11, 12, 15, 25) on HOLIDAY PAGE Overtime: See (11, 12, 15, 25) on HOLIDAY PAGE Employee must Work TWO(2) Days in Holiday Week. 5,6,13 Paid at Triple if Worked. 4-282ns 03i0'u2007 JOB DESCRIPTION Welder DISTRICT 1 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per hour Welder (To be paid the same rate of the mechanic performing the work) OVERTIME PAY HOLIDAY 1-As Per Trade Page 52 Prevailing Wage Rates [or 07/0112006 - 06/30/~ Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Overtime Codes Following is an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule. Additional requirements may also be listed in the HOLIDAY section. (A) (AA) (B) (B1) (B2) c) C1 ) D) D1 ) E) E1 ) E3 ) E2 ) (E4) (F) (G) (H) (~) (J K L M N O P Q (R (S (T) Time and one half of the hourly rate after 7 hours per day Time and one half of the hourly rate after 7 and one half hours per day Time and one half of the hourly rate after 8 hours per day Time and one half of the hourly rate for the 9th & 10th hours week days and the 1st 8 hours on Saturday. Double the hourly rate for all additional hours Time and one half of the hourly rate after 40 hours per week Double the hourly rate after 7 hours per day Double the hourly rate after 7 and one half hours per day Double the hourly rate after 8 hours per day Double the hourly rate after 9 hours per day Time and one half of the hourly rate on Saturday Time and one half 1st 4 hours on Saturday Double the hourly rate all additional Saturday hours Between November 1st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 32 hours that week Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather Time and one half of the hourly rate on Saturday and Sunday Time and one half of the hourly rate on Saturday and Holidays Time and one half of the hourly rate on Saturday, Sunday, and Holidays Time and one half of the hourly rate on Sunday Time and one half of the hourly rate on Sunday and Holidays Time and one half of the hourly rate on Holidays Double the hourly rate on Saturday Double the hourly rate on Saturday and Sunday Double the hourly rate on Saturday and Holidays Doub]e the hourly rate on Saturday, Sunday, and Holidays Double the hourly rate on Sunday Double the hourly rate on Sunday and Holidays Double the hourly rate on Holidays Two and one half times the hourly rate for Holidays, if worked Two and one half times the hourly rate the first 8 hours on Sunday or Holidays One and one half times the hourly rate all additional hours. Triple the hourly rate for Holidays, if worked Page 53 Prevailing Wage Rates for 07/01/2006 - 06/3011' PuOd by the New York State Department of Labor Last Published on Mar 01 2007 ~ PRO Number 2007002287 ( U ) Four times the hourly rate for Holidays, if worked ( V ) Including benefits at SAME PREMIUM as shown for overtime ( W ) Time and one half for benefits on all ovedime hours. NOTE:BENEFITS are PER HOUR WORKED,for each hour worked, unless otherwise noted · Page 54 Prevailing Wage Rates for 07/01/2006 - 06/30/t Last Published on Mar 01 2007 ~ by the New York State Department of Labor PRC Number 2007002287 Holiday Codes PAID Holidays: Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed as a paid holiday, this remuneration is in addition to payment of the required prevailing rate for the work actually performed. OVERTIME Holiday Pay: Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the emp oyee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. Following is an explanation of the code(s) listed in the HOLIDAY section of each classification contained in the attached schedule. The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. (1 (2 (3 (4 (5 (6 (7 (8 (9 (lO (11) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22) (23) (24) (25) (26) None Labor Day Memorial Day and Labor Day Memorial Day and July 4th Memorial Day, July 4th, and Labor Day New Year's, Thanksgiving, and Christmas Lincoln's Birthday, Washington's Birthday, and Veterans Day Good Friday Lincoln's Birthday Washington's Birthday Columbus Day Election Day Presidential Election Day 1/2 Day on Presidential Election Day Veterans Day Day after Thanksgiving July 4th 1/2 Day before Christmas 1/2 Day before New Years Thanksgiving New Year's Day Christmas Day before Christmas Day before New Year's Presidents' Day Martin Luther King, Jr. Day Page 55 · tCHECK ONE) NYS Department of Labor rkforce ew York. Put us to work for you REQUEST FOR WAGE AND SUPPLEMENT INFORMATION AS REQUIRED BY ARTICLES 8 AND 9 OF THE LABOR LAW Fax (518) 485-1870 or mail this form for new schedules or for determination for additional occupations. Please type all information requested below SUBMITTED BY: [] CONTRACTING AGENCY [] PUBLIC WORK DISTRICT OFFICE DAlE: [] ARCHITECT OR ENGINEERING FiRM BUREAU OF PUBLIC WORK STATE OFFICE BUILDING CAMPUS ALBANY, NY 12240 Telephone: ( ) · E-Mail: A. PUBLIC WORK CONTRACT TO BE LET BY: (Enter Data Pertaining to Contracting Agency) 1. Name and complete address ( [] check if new or change): 2. NY State Units (see Item 5) [] 01 DOT [] 02 OCS [] 03 Dormitory Authority [] 04 State University Construction Fund [] 05 Mental Hygiene Facilities Corp. Fax: ( ) [] 06 OTHER N.Y. STATE UNIT 3. SEND REPLY TO Name and complete address: [ [] check if new or change) Telephone: ( ) Fax:( ) E-Mail: · B. PROJECT PARTICULARS 5. Project Title Description of Work Contract Idengfication Number Note: For NYS units, the OSC Contract No. 7. Nature of Project- Check One: [] 07 City [] 08 Local School District [] 09 Special Local District, i.e., Fire, Sewer, Water District [] IO Village [] 11 Town [] 12 County [] 13 Other Non-N.Y. State (Describe) 4. SERVICE REQUIRED. Check appropriate box and provide project information. [] 1. New Building [] 2. Addition to Existing Structure [] 3. Heavy and Highway Construction (New and Repair) [] 4. New Sewer orWaterline [] 5. Other New Construction(Explain) [] 6. Other Reconstruction, Maintenance, Repair or Alteration [] 7. Demolition [] 8. Building Service Contract 9. Name and Title of Requester [] New Schedule of Wages and Supplements. IAPPROXIMATE BID DATE: [] Additional Occupation and/or Redetermination PRC NUMBER ISSUED PREVIOUSLY FOR I TH S PROJECT: I I 6. Location of Project: Location on Site Route No/Street Address Village or City Town County 8. OCCUPATION FOR PROJECT: [] Construction (Building, Heavy HighwaylSewerNVater) [] Tunnel [] Residential [] Landscape Maintenance [] Elevator maintenance [] Exterminators, Fumigators Signature OFFICE USE ONLY OFFICE USE ONLY Locality Designations: [] Guards, Watchmen [] Janitors, Porters, Cleaners [] Moving furniture and equipment [] Trash and refuse removal [] Window cleaners [] Other (Describe) PW-39 (03- 04) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTACTS DEPARTMENT OF LABOR - BUREAU OF PUBLIC WORK Under Article 8 of the NYS Labor Law, when two final determinations have been rendered against a contractor, sub- contractor and/or its successor within any consecutive six-year period determining that such contractor, sub-contractor and/or its successor has WILLFULLY failed to pay the prevailing wage and/or supplements, or when one final determination involves falsification of payroll records or the kickback of wages and/or supplements, said contractor, sub-contractor and/or its successor shall be debarred and ineligible to submit a bid on or be awarded any public work contract/sub-contract with the state, any municipal corporation or public body for a period of five years from the date of debarment. NOTE: Where the Fiscal Officer is denoted "NYC", the information has been provided by the New York City Comptroller's Office, the agency issuing the determination. LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code 385 Services LLC 2657 State Highway 28 Portlandville NY 13834 FEIN: Barred Until Fiscal Officer Notes: 16-1466399 01/08/2009 DOE Multiple willful violations Company Name Address City State Zip Code 4-A General Construction Corp FEIN: Barred Until 11-3161355 01/25/2012 131 47th Street Brooklyn NY 11232 Fiscal Officer Notes: AG Plea Agreement with A.G.'s Office and Spiridon Anthoulis, Anastasia Anthoulis aka Staccy Gouzos as individuals Company Name Address City State Zip Code A & D Contracting Corp 15 Pine Aim Drive Bay Shore NY 11706 FEIN: Barred Until Fiscal Officer Notes: 11-3203983 08/01/2010 DOL Falsification of payroll records. Also Tommaso AIIocca as an individual Company Name A A General Contractors lnc FEIN: Barred Until 16-1319254 10/18/2009 Address City State Zip Code 1765 Mt Read Boulevard Rochester NY 14606 Fiscal Officer Notes: DOL And W.J. Grinder Roofing as a substantially affiliated employer and Dominic Antonucci as an individual. Multiple willful violations Company Name A Castricone Concrete Inc FEIN: Barred Until 16-1582253 03/03/2008 Address City State Zip Code P O Box 203 Athol Springs NY 14010 Fiscal Officer Notes: DOL and Crazy Horse Tonawanda lnc Company Name A&T General Construction lnc FEIN: Barred Until 13-3927478 12/11/2011 Address City State 3 Alan B Shepard Place Yonkers NY Fiscal Officer Notes: DOL and Nick Nitis as an individual - falsification of payroll records Zip Code 10705 Company Name ACC Construction Corp FEIN: Barred Until 11-2688758 05/25/2011 Address City State Zip Code 6 East 32nd St - 7th F1 New York NY 10016 Fiscal Officer Notes: NYC Falsified records · Tuesday, March 20, 2007 Page 1 of 27 LIST OF EMPLOYERS INELIG~LE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Aegean General Contracting Inc FEIN: Barred Until 11-3451267 03/11/2008 Address City State Zip Code 57-16 157th Street Flushing NY 11355 Fiscal Officer Notes: Settlement agreement with A.G.'s Office - falsified payrolls - Also Aegean Marble Co., Aegean Marble Contracting Co., and George Begakis individually Company Name Aegean Marble Co. FEIN: Barred Until 11-3451267 03/11/2008 Address City Fiscal Officer Notes: See Aegean General Contracting Inc State Zip Code Company Name Aegean Marble Contracting Co. FEIN: Barred Until 11-3451267 03/11/2008 Address Cit7 Fiscal Officer Notes: See Aegean General Contracting lnc State Zip Code Company Name Albany Pipe Insulators Inc FEIN: Barred Until 14-1617890 02/I8/2008 Address City State Zip Code P O Box 332 - Foundry Rd Voorheesville NY 12186 Fiscal Officer Notes: DOL Company Name American Weathertite Inc FEIN: Barred Until 65-0465918 03/28/2010 Address City State Zip Code P O Box 208 Clifton NJ 071 l0 Fiscal Officer Notes: DOL Company Name Amodio Russo FEIN: Barred Until 06/01/2010 Address City State Zip Code 14 Brayron Road Carmel NY 10512 Fiscal Officer Notes: As in individual and P&T Iron Works. Falsification of payroll records. Settlement Agreement with A.G.'s office Company Name Anastasia Anthoulis FEIN: Barred Until 01/25/2012 Address City State 131 47th Street Brooklyn NY Fiscal Officer Notes: AG aka Stacey Gouzos - as an individual - See 4-A General Construction Corp Zip Code 11232 Company Name Andres Alvarez FEIN: Barred Until 12/24/2009 Address City 372 North Main Street Lodi Fiscal Officer Notes: See Corinthian Construction Co Inc State Zip Code NJ 07644 Company Name Angelo Zaffuto FEIN: Barred Until 09/29/2008 Address City 162 Atlantic Avenue Lynbrook Fiscal Officer Notes: AG As an individual. See Zaffuto Construction Company Inc State Zip Code NY 11563 Company Name ANS Welding Corp FEIN: Barred Until I 1-1867262 06/09/2009 Address City 111 Dale Street West Babylon Fiscal Officer Notes: DOL Debarment period extended after additional willful violations State Zip Code NY 11704 Tuesday, March 20, 2007 Page 2 of 27 · LIST OF EMPLOYERS INELIG~E TO BID ON OR BE AWARDED AN~PUBLIC WORK CONTRACT Company Name Address City State Zip Code Anthos Contracting Corp 131 47th Street Brooklyn NY 11232 FEIN: Barred Until Fiscal Officer Notes: 11-2967327 01/25/2012 AG Plea Agreement with A.G.'s Office Company Name AP Painting & Improvement Inc FEIN: Barred Until 11-2683637 04/09/2007 Address City State Zip Code 575 Hempstead Turnpike West Hempstead NY 11552 Fiscal Officer Notes: DOL Falsified payrolls Company Name APC Painting FEIN: Barred Until 05/13/2007 Address City Fiscal Officer Notes: See Apollo Construction Services Corp State Zip Code Company Name Apollo Construction Services Corp FEIN: Barred Until 13-3983219 05/13/2007 Address City 157 Tibbets Road Yonkers Fiscal Officer Notes: DOL dba Apolo Painting Corp. - multiple willful violations State Zip Code NY 10705 Company Name Apolo Painting Company FEIN: Barred Until 13-3863295 05/13/2007 Address City Fiscal Officer Notes: aka APC Painting - see Apollo Construction Services Corp State Zip Code Company Name Apolo Painting Corp FEIN: Barred Until 13-3863295 05/13/2007 Address City Fiscal Officer Notes: See Apollo Construction Services Corp State Zip Code Company Name Address City State Zip Code Asbestos Systems lnc ] 771 Footc Avenue Jamestown NY 14701 FEIN: Barred Until Fiscal Officer Notes: 25-1742587 05/20/2007 DOL Gregory McCoy T/A GM Enterprises dba Asbestos Systems lnc Company Name Azam Ali Chaudhry FEIN: Barred Until 12/10/2007 Address City Fiscal Officer Notes: See Republic Reconstruction & Management Inc State Zip Code Company Name Address City State Zip Code B & Z Development Inc 19 West Street Spring Valley NY 10977 FEIN: Barred Until Fiscal Officer Notes: 13-3713559 02/22/2010 DOL dba Ben-Zvy Enterprises Inc and Erez Ben-Zvy as an individual. Company Name Bat-Jac Construction Inc FEIN: Barred Until 11-3391498 07/17/2009 Address City State Zip Code 62 Neulist Avenue Port Washington NY I 1050 Fiscal Officer Notes: DOL aka Bat-Jac Contracting Inc. a/k/a Bat-Jac Inc. and Kenneth Merz, president and one of its five largest shareholders and Steve Menzer, vice president and one of its five largest shareholders, as individuals. Falsified payrolls. Tuesday, March 20, 2007 Page 3 of 27 .,sT or M.LovE.s To B,D O. O. ^W^.D D WO.K CO.T. CT Company Name Bat~Jac Contracting lnc FEIN: Barred Until 11-3133524 07/17/2009 Address City Fiscal Officer Notes: See Bat-Jac Construction Inc State Zip Code Company Name Bat-Jac Inc FEIN: Barred Until 07/17/2009 Address City Fiscal Officer Notes: See Bat-Jac Construction aka Bat-Jac Contracting State Zip Code Company Name Address City State Zip Code Bcn-Zvy Enterprises lnc 19 West Street Spring Valley NY 10977 FEIN: Barred Until Fiscal Officer Notes: 13-3713559 02/22/2010 See B & Z Development Inc. Company Name Address Best of Friends of Schenectady Constr Co 425 Hamilton Street FEIN: Barred Until Fiscal Officer Notes: 20-2105455 01/24/2011 DOL City State Zip Code Schenectady NY 12305 Company Name Boguslaw Bozek FEIN: Barred Until 05/14/2008 Address City Fiscal Officer Notes: As an individual - see Goldhand Construction LLC State Zip Code Company Name Address City State Zip Code C B E Contracting Corp 310 McGuiness Blvd Greenpoint NY l 1222 FEIN: Barred Until Fiscal Officer Notes: 11-2968809 10/21/2007 DOL And Muhammad A Beig as an individual. Falsified payrolls Company Name CJHlnc FEIN: Barred Until 14-1830289 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction Inc State Zip Code Company Name Calvin S Robinson Electricallnc FEIN: Barred Until 14-1657781 04/12/2007 Address City State Zip Code 2117 Egret Drive Clearwater FL 33764 Fiscal Officer Notes: DOL Falsified payrolls Company Name Address Cappry Contracting Management Corp 1081 Coney Island Avenue FEIN: Barred Until Fiscal Officer Notes: 06-1174437 02/09/2011 NYC Falsified payroll records City State Zip Code Brooklyn NY 11230 Company Name Carl Babb FEIN: Barred Until 07/21/2008 Address City Fiscal Officer Notes: As an individual - See Olympic Window Installers lnc State Zip Code Company Name Address City State Zip Code Catenary Construction Corp 112 Hudson Avenue Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 54-2129721 02/14/2011 DOL Subsidiary of Lancet Arch Inc. Tuesday, March 20, 2007 Page 4 of 27 · LIST OF EMPLOYERS INELIGI~)E TO BID ON OR BE AWARDED AN~I~uBLIC WORK CONTRACT Company Name Address City State Zip Code Causeway Construction Corp 110-30 15th Avenue College Point NY 11356 FEIN: Barred Until Fiscal Officer Notes: 13-3065561 09/27/2007 NYC Multiple willful violations Company Name Address City State Zip Code Cavalier Constr Corp c/o Clayman & Rosenbe 305 Madison Avenue New York NY 10165 FEIN: Barred Until Fiscal Officer Notes: 02/19/2008 NYC Falsified records - plea agreement. Also Kingston Trucking & Rigging Corp., Manbm Construction Corp., Port Ewen Tracking Corp. and Super Structure Builders, Inc. as substantially owned-affiliated entities and/or successors of Cavalier. Company Name Address City State Zip Code Charles J Pardee 261 Ball Road Hastings NY 13076 FEIN: Barred Until Fiscal Offtcer Notes: 03/16/2009 Dog As an individual. See Dalton Steel Inc. Company Name Charles Marangoudakis FEIN: Barred Until 08/16/2010 Address City State Zip Code 25 Woodhill Lane Manhasset NY 11030 Fiscal Officer Notes: DOL Individually and Marangos Construction Corp and Tropic Construction Corp. Multiple willful violations Company Name Christina J Hock FEIN: Barred Until 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction Inc State Zip Code Company Name Christopher Nicholson FEIN: Barred Until 10/19/2011 Address City 91 Newman Place Buffalo Fiscal Officer Notes: See Commercial System Construction State Zip Code NY 14210 Company Name Columbus General Construction Inc FEIN: Barred Until 11-3357344 12/16/2009 Address City State Zip Code 914 Newkirk Avenue Brooklyn NY 11230 Fiscal Officer Notes: AG And Mohammed A Rashid as an individual. Falsified business records. Plea agreement. Company Name Commercial Painting Co FEIN: Barred Until 16-1513909 05/01/2008 Address City State 4872 West Seneca Turnpike Syracuse NY Fiscal Officer Notes: DOL James Stanton dba Commercial Painting Co - falsified payroll records Zip Code 13215 Company Name Commercial Steel Inc FEIN: Barred Until 16-1557064 03/16/2009 Address City State Zip Code 65 Corporate Park Drive Central Square NY 13036 Fiscal Officer Notes: DOL As a successor and/or substantially-owned affiliated entity with Dalton Steel Inc dba Pardce Construction - multiple willful violations Company Name Commercial System Construction FEIN: Barred Until 90-0066866 10/l 9/2011 Address City State 91 Newman Place Buffalo NY Fiscal Officer Notes: DOL And Christopher Nicholson as an individual - falsification of payroll records Zip Code 14210 Tuesday, March 20, 2007 Page 5 of 27 Company Name Commtech Communications Inc FEIN: Barred Until 16-1335983 11/22/2007 Address City State Zip Code 649 Warwick Road North Tonawanda NY 14120 Fiscal Officer Notes: DOL See also Commtech Electrical Construction Corp and Michael R Palmer - multiple violations Company Name Commtech Electrical Construction FEIN: Barred Until 16-1407836 11/22/2007 Address City State Zip Code 649 Warwick Road North Tonawanda NY 14120 Fiscal Officer Notes: DOL See also Commtech Communications and Michael R Palmer- multiple violations Company Name Address City State Zip Code Corinthian Construction Co Inc 372 North Main Street Lodi NJ 07644 FEIN: Barred Until Fiscal Officer Notes: 13-3750033 12/24/2009 AG And Andres Alvarez as an individual. Plea agreement with A.G.'s Office Company Name Address City State Zip Code Crazy Horse Tonawanda lnc P O Box 203 Athol Springs NY 14010 FEIN: Barred Until Fiscal Officer Notes: 16-1528124 03/03/2008 DOL and A Castricone Concrete Inc Company Name Dalton Steel Inc FEIN: Barred Until 16-1557064 03/12/2009 Address City State Zip Code 197 U S Route 11 Central Square NY 13036 Fiscal Officer Notes: DOL dba Pardee Construction and Shirley Pardee as an individual - multiple willful violations. Also Charles J Pardee as an individual. Company Name Darby General Contracting Inc FEIN: Barred Until 11-3420817 08/04/2008 Address City 565 Oak Street Copiague Fiscal Officer Notes: DOL dba Darby Glass Co - multiple willful violations State Zip Code NY 1 ] 726 Company Name Darby Glass Co FEIN: Barred Until 11-3081390 08/04/2008 Address City Fiscal Officer Notes: See Darby General Contracting Inc State Zip Code Company Name Dellapenna Associates fuc FEIN: Barred Until 16-1465989 02/18/2008 Address City State Zip Code 86 Olive Street Johnson City NY 13790 Fiscal Officer Notes: DOL Substantially owned-affiliated entity and/or successor of Dellapenna Brothers Inc - debarment period extended after additional violations Company Name Dellapenna Brothers Inc FEIN: Barred Until 16-0964223 08/04/2008 Address City State 86 Olive Street Johnson City NY Fiscal Officer Notes: DOL multiple willfuls - debarment period extended aRer additional violations Zip Code 13790 Company Name Dennis Lounsbuty Builders Inc FEIN: Barred Until 14-1538702 05/27/2009 Address City State Zip Code P O Box 220 Bulville NY 10915 Fiscal Officer Notes: DOL aka Lounsbury Erectors Inc. Tuesday, March 20, 2007 Page 6 of 27 · Company Name Address DePoalo and Son Building Contractors Inc 296 Morris Road VEIN: Barred Until Fiscal Officer Notes: 14-1507523 07/12/2009 DOL Multiple willful violations City State Zip Code Schenectady NY 12303 Company Name DG Pipeline Inc VEIN: Barred Until 74-2917157 09/06/2011 Address City State Zip Code 312 Halseyville Road Ithaca NY 14850 Fiscal Officer Notes: DOL and Douglas S Griffen, President and one of the five largest shareholders - falsified payrolls Company Name Diamond "D" Construction Corp VEIN: Barred Until 16-1103218 12/14/2010 Address City State Zip Code 5270 Transit Road Depew NY 14043 Fiscal Officer Notes: DOL and Joseph DiPizio individually and as its president. Falsification of payroll records Company Name Diracon Commercial Contractors VEIN: Barred Until 08-1681415 05/18/2009 Address City 310 Maple Avenue New Hampton Fiscal Officer Notes: DOL and Rebecca Gatto-Wood as an individual. Falsified payrolls. State Zip Code NY 10958 Company Name DJH Mechanical Associates Ltd VEIN: Barred Until 13-3373364 02/01/2011 Address City 155 Kingsbridge Road East Mount Vernon Fiscal Officer Notes: DOL False records - plea agreement State Zip Code NY 10552 Company Name Dominic Antonucci FEIN: Barred Until ]0/18/2009 Address City State Zip Code 1939 Town Line Road Hilton NY 14468 Fiscal Officer Notes: DOL As an individual. See A A General Contractors Inc and W J Grinder Roofing Company. Company Name Address City State Zip Code Don Adams Roofing lnc 472 Commerce Street Hawthorne NY 10532 FEIN: Barred Until Fiscal Officer Notes: 13-3455881 12/07/2010 DOL Plead guiRy to a felony Company Name Address City State Zip Code Douglas S Griffen 312 Halseyville Road Ithaca NY 14850 FEIN: Barred Until Fiscal Officer Notes: 09/06/2011 See DG Pipeline Inc Company Name Address City State Zip Code Drywall Systems Unlimited Inc 182 West Main Street Middletown NY 10940 FEIN: Barred Until Fiscal Officer Notes: 06-1405921 10/02/2007 DOL Company Name E Green Restoration & Roofing Inc FEIN: Barred Until 16-1561693 06/21/2009 Address City State Zip Code l 17 Hawley Street Binghamton NY 13901 Fiscal Officer Notes: DOL Company Name Address City State Zip Code Eliyhu Benyamin 303 Ten Eyck Street Brooklyn NY I 1206 FEIN: Barred Until Fiscal Officer Notes: 03/05/2010 As an individual. See W A B Mechanical Corp. · Tuesday, March 20, 2007 Page 7 of 27 LIST OF EMPLOYERS INELIG~LE TO BID ON OR BE AWARDED A~PUBLIC WORK CONTRACT Company Name Address City State Zip Code Elizabeth A. Carr P O Box 82 Valatie NY 12184 FEIN: Barred Until Fiscal Officer Notes: 10/14/2008 dba Everlasting Slate - as an individual Company Name Address City Emeis A Emcis General Contracting Corp 131 47th Street Brooklyn FEIN: Barred Until Fiscal Officer Notes: 13-4103233 01/25/2012 AG Plea Agreement with A.G.'s Office State Zip Code NY 11232 Company Name Emes Heating&Plumbing Contr FEIN: Barred Until 13-2590780 Address City State Zip Code 5 Emes Lane Monsey NY 10952 Fiscal Officer Notes: DOL and Julius and Gita Behrend, as individuals. Parties entered into a voluntary agreement to be permanently debarred Company Name Empire State Renovation Corp FEIN: Barred Until l 1-3170331 05/22/2007 Address City State Zip Code 15 Division Place Brooklyn NY 11222 Fiscal Officer Notes: NYC Falsified payrolls - plea agreement Company Name Enjem's Incorporated FEIN: Barred Until 16-1038008 03/04/2009 Address City l 11 South Main Street Herkimer Fiscal Officer Notes: DOL and Francis Enjem as an individual. Falsification of records. State Zip Code NY 13350 Company Name Enviroclean Services LLC FEIN: Barred Until 26-0045677 09/07/2009 Address City State Zip Code 4245 Union Rd- Suite 210 Buffalo NY 14225 Fiscal Officer Notes: DOL Company Name Erez Ben-Zvy FEIN: Barred Until 02/22/2010 Address City 19 West Street Spring Valley Fiscal Officer Notes: As an individual. See B & Z Development Inc State Zip Code NY 10977 Company Name Euro Craft. Restoration, Inc. FEIN: Barred Until 13-3769924 10/14/2008 Address City State Zip Code 41-12 Ditmars Blvd Long Island City NY 11105 Fiscal Officer Notes: DOL and Savvas A. Savva (as an individual) Falsification of records and kickback of wages. Plea agreement with A.G.'s Office Company Name Everlasting Slate FEIN: Barred Until 22-3397381 10/14/2008 Address City P O Box 82 Valatie Fiscal Officer Notes: DOL And Elizabeth A. Cart and Sean Campion as individuals. State Zip Code NY 12184 Falsification of records Company Name Florence XVI Centary Marble lnc FEIN: Barred Until 11-3262505 08/03/2010 Address City 120 Glen Head Road Glen Head Fiscal Officer Notes: Falsification of payroll records - plea agreement State NY Zip Code 11545 Tuesday, March 20, 2007 Page 8 of 27 · LIST OF EMPLOYERS INELIGI8 TO BID ON OR BE AWARDED AN~II~uBLIC WORK CONTRACT Company Name Address City State Zip Code Flower City Asbestos Inc 850 St Paul Street Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 16-1292474 08/18/2009 DOL Multiple willful violations Company Name Address Flower City Insulation Sales & Contractors 137 Yorkton Street FEIN: Barred Until Fiscal Officer Notes: 16-1157832 08/03/2009 DOL Multiple willful violations City State Zip Code Webster NY 14580 Company Name Ford Construction Inc FEIN: Barred Until 11-3167975 07/18/2010 Address City State Zip Code 18-18 26th Street Astoria NY 11102 Fiscal Officer Notes: DOL and Mohammed Ali Alvi and Mohammed Ali Alvi T/A Ford Masonry - falsification of records Company Name Ford Masonry FEIN: Barred Until 07/18/2010 Address City State Zip Code 18-18 26th Street Astoria NY 11102 Fiscal Officer Notes: DOL and Mohammed Ali Alvi individually and Ford Construction Inc. Falsification of payroll records Company Name Address City Foundation Construction Consultants Inc 294 20th Street Brooklyn FEIN: Barred Until Fiscal Officer Notes: 11-2761496 05/20/2008 NYC Multiple willfuls and falsification of payroll records State Zip Code NY 11215 Company Name Francis Enjem FEIN: Barred Until 03/04/2009 Address City 111 South Main Street Herkimer Fiscal Officer Notes: As an individual. See Enjem's Incorporated. State Zip Code NY 13350 Company Name Franco Paints Inc Barred Until 08/07/2008 Address City State Zip Code 159 92nd Street Brooklyn NY 11209 Fiscal Officer Notes: NYC and Mida Painting Ltd, Nicholas Kallergis and Stamatia Kallergis, as individuals. Assurance of Discontinuance/Settlement Agreement Company Name Frank J Tucek & Son Inc FEIN: Barred Until 13-3300128 01/29/2012 Address City State Zip Code 92 North Route W Congers NY 10920 Fiscal Officer Notes: DOL Company Name Frank Lobene Jr FEIN: Barred Until 10/18/2010 Address City 13 Cheviot Lane Rochester Fiscal Officer Notes: As an individual - See Lobene Painting Inc. State Zip Code NY 14624 Company Name Gem Building & Equipment Inc FEiN: Barred Until 14-1793970 06/28/2007 Address City State Zip Code 2332 Route 9W Saugerties NY 12477 Fiscal Officer Notes: DOL · Tuesday, March 20, 2007 Page 9 of 27 · ,sT oF B.D O. O. ^ .UmC WO.K CO.m C* Company Name George Begakis FEIN: Barred Until 10/04/2011 Address City State Zip Code Fiscal Officer Notes: As an individual - see Aegean General Contracting Inc - Debarment period has been extended for George Begakis as per A.G.'s Plea Agreement Company Name George Bush FEIN: Barred Until 01/14/2009 Address City State Zip Code 19 Hoffman Drive Latham NY 12118 Fiscal Officer Notes: DOL Falsification of payroll records Company Name George J Leva Sr. FEIN: Barred Until 02/06/2008 Address City State Zip Code Fiscal Officer Notes: As an individual dba Ontario Flooring Company. Debarment period extended afl.er additional violation Company Name Address City State Zip Code George Lucey,Manual Tobio(see note) 150 Kings Street Brooklyn NY 11231 FEiN: Barred Until Fiscal Officer Notes: NYC Manuel P Tobio and Lake Cons'n' and Development Corp (individually and as a whole) grand larceny, falsified records, debarred permanently Company Name Address City State Zip Code Gerasimo Andrianis 22-15 47th Street Astoria NY l l 105 FEIN: Barred Until Fiscal Officer Notes: 08/03/2011 AG As an individual. See Rainbow Renovations Inc Company Name GM Enterprises FEIN: Barred Until 16-1509833 05/20/2007 Address Fiscal Officer Notes: See Asbestos Systems Inc City State Zip Code Company Name Address City State Zip Code Goldhand Construction LLC 116 East Saddle River Rd Saddle River NJ 07458 FEIN: Barred Until FiscaIOfficer Notes: 22-3765123 05/14/2008 DOL Falsified payroll records Company Name Gregory McCoy FEIN: Barred Until 05/20/2007 Address City State Fiscal Officer Notes: As an individual. See GM Enterprises dba Asbestos Systems Inc Zip Code Company Name Address City State Zip Code Gregory Kloepfer 248 Lein Road West Seneca NY 14224 FEIN: Barred Until Fiscal Officer Notes: 10/06/2009 DOL As an individual. See Kloepfer's Floor Coverning Company Name Address City State Zip Code Haleem Zihenni 3 Alan B Shepard Place Yonkers' NY 10705 FEIN: Barred Until Fiscal Officer Notes: 12/I 1/2011 DOL As an individual see Omni Contracting Company Inc Tuesday, March 20, 2007 Page 10 of 27 · · LIST OF EMPLOYERS INELIGI~E TO BID ON OR BE AWARDED AN~UBLIC WORK CONTRACT Company Name Hamax Construction Corporation FEIN: Barred Until 06-1482076 09/11/2008 Address City State Zip Code 540 Commerce St - Ste 6 Thomwood NY 10594 Fiscal Officer Notes: DOL Also Thomas Hanlon and William Valentine as individuals. Multiple willfuls and falsification of records. Debarment period extended alter other willful violations Company Name Harrison Jarvis FEIN: Barred Until 08/12/2009 Address City State Zip Code 132 W 129th St-Ste 4W New York NY 10027 Fiscal Officer Notes: AG As an individual and Two By Four Carpentry and Construction Inc. Plea agreement with A.G.'s Office. Company Name Address City State Zip Code HDA Construction FEIN: Barred Until 06-1613022 12/10/2007 942 Havemeyer Avenue Fiscal Officer Notes: DOL Falsified records Bronx NY 10473 Company Name Hector Colon FEIN: Ba~ed Until 04/17/2007 Address City State Zip Code 3643 Bruckner Blvd Bronx NY 10464 Fiscal Officer Notes: DOL Conducting business as M & H Climate and Energy Management Ltd. Falsified payrolls Company Name Hi Tech Insulation FEIN: Barred Until 16-1487213 12/09/2007 Address City State P O Box 12861 Rochester NY Fiscal Officer Notes: DOL Kevin C. Marlowe dba Hi Tech Insulation - multiple violations Zip Code 14612 Company Name Address City Hi-Amp Electrical Construction Corp 265-12 Hillside Avenue Floral Park FEIN: Barred Until Fiscal Officer Notes: 13-3520080 04/30/2007 DOL and Ivan Torres individually. Falsified payrolls State Zip Code NY 11004 Company Name Howard K Enterprise lnc FEIN: Barred Until 22-3791841 04/14/2010 Address City State Zip Code 219-02 Northern Boulevard Flushing NY 11361 Fiscal Officer Notes: AG and Howard Klm a/k/a un Hak Klm as an individual - Plea agreement. Additional addresses: 703 Atlantic Avenue, Rochester, NY 14609 and 121 Hemingway Drive, Rochester, NY 14620 Company Name Howard Klm FEIN: Barred Until 04/14/2010 Address City State 75 West Edsall Boulevard Palisades Park NJ Fiscal Officer Notes: AG a/k/a un Hak Klm, as an individual. See Howard K Enterprise Inc Zip Code Company Name I C Construction Company lnc FEIN: Barred Until 14-1789216 08/21/2007 Address City State 120 South Broadway Red Hook NY Fiscal Officer Notes: DOL Multiple willfuls - Debarment period extended after additional violations Zip Code 12571 Company Name IES Environmental Inc FEIN: Barred Until 10/05/2009 Address City State Zip Code 1655 Elmwood Avenue Cranston R1 02910 Fiscal Officer Notes: DOL And International Environmental Services Inc and James J Ney Jr as an individual. Falsification of payroll records · Tuesday, March 20, 2007 Page 11 of 27 LIST OF EMPLOYERS INELI~R~LE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City Integrity Construction & Consulting Servs 7615 Myrtle Avenue Glendale FEIN: Barred Until Fiscal Officer Notes: 11-3147728 02/15/2012 NYC Falsification o f payrnll records State Zip Code NY 11385 Company Name Address Interior Decorating Floor Covering Co lnc 2229 Clifford Avenue FEIN: Barred Until Fiscal Officer Notes: 16-1337838 07/29/2007 DOL Falsification of records City State Zip Code Rochester NY 14609 Company Name Address City International Environmental Resources FEIN: Barred Until Fiscal Officer Notes: 05-0448266 08/09/2007 See International Environmental Services Inc State Zip Code Company Name Address City State Zip Code International Environmental Services Inc 2 Stafford Court Cranston RI 02920 FEIN: Barred Until Fiscal Officer Notes: 05-0448266 10/05/2009 DOL dba International Environmental Resources - Falsified payrolls - Debarment period extended after additional violation. Also lES Environmental lnc and James J Ney Jr as an individual Company Name Ismael Cisneros FEIN: Barred Until 04/14/2008 Address City Fiscal Officer Notes: As an individual - See Izi Plumbing & Heating Ltd State Zip Code Company Name Address City State Zip Code Ivan Torres 265-12 Hillside Avenue Floral Park NY 11004 FEIN: Barred Until Fiscal Officer Notes: 04/30/2007 DOL Individually and Hi-Amp Electrical Constraction Corp. Falsified payrolls Company Name Address City State Zip Code lzi Plumbing & Heating Ltd 291 Metropolitan Avenue Brooklyn NY 11211 FEIN: Barred Until Fiscal Officer Notes: 11-3157717 04/14/2008 DOL and lsmael Cisneros, Individually - falsified payrolls Company Name J B C Contracting Co Inc FEIN: Barred Until 11-3550663 03/23/2010 Address City State Zip Code 346 Prospect Ave - l st FI Brooklyn NY 11215 Fiscal Officer Notes: AG And/or 509 McDonald Avenue, Brooklyn NY 11218. And Mohammed H Kabir as an individual and J B C Contracting Company. Settlement agreement with A.G.'s Office Company Name J B C Contracting Company FEIN: Barred Until I 1-3330280 03/23/2010 Address City State Zip Code 346 Prospect Ave - lstF1 Brooklyn NY 11215 Fiscal Officer Notes: AG And/or 509 McDonald Avenue, Brooklyn NY 11218. And Mohammed H Kabir as an individual and JBC Contracting Co Inc. Settlement Agreement with A.G's Office Company Name J Ban' Construction Corp FEIN: Barred Until 1 ] -3344003 12/14/2009 Address City State I 19-51 Metropolitan Ave Jamaica NY Fiscal Officer Notes: DOL and Steve J Nictas as an individual. Multiple willful violations Zip Code 11415 Tuesday, March 20, 2007 Page 12 of 27 · Company Name Address City State Zip Code J C McCashion Construction Inc VEIN: Barred Until 14-1767357 04/13/2011 84 Fredericks Avenue Fiscal Officer Notes: DOL Multiple willful violations Albany NY 12205 Company Name Address City State Zip Code J T Painting Corp P O Box 337 Burlingham NY 12722 VEIN: Barred Until FiscalOfficer Notes: 06-1260246 02/26/2009 DOL Falsification of records Company Name James Avallone VEIN: Barred Until 08/07/2008 Address City State Zip Code Fiscal Officer Notes: As an individual - see James Avallone Tile & Marble - debarment period extended Company Name Address City State Zip Code James Avallone Tile & Marble 217 Christie Street Ridgefield Park NJ 07660 VEIN: Barred Until Fiscal Officer Notes: 07-5336752 08/07/2008 DOL Multiple willful violations - debarment period extended Company Name James JNey Jr VEIN: Barred Until 10/05/2009 Address City State Zip Code 1655 Elmwood Avenue Cranston RI 02910 Fiscal Officer Notes: DOL As an individual. See International Environmental Services Inc and lES Environmental Inc Company Name Address City State Zip Code Jans General Construction Corp VEIN: Barred Until 13-4201562 01/25/2012 131 47th Street Brooklyn Fiscal Officer Notes: AG Plea Agreement with A.G.'s Office NY 11232 Company Name Address City State Zip Code Jay Meyer 239 Marsh Drive DeWitt NY 13214 VEIN: Barred Until Fiscal Officer Notes: 02/20/2012 As an individual - see Sky Communications, Inc Company Name Address City State Zip Code JBC Industries of Parish Inc P O Box 728 - CR 44 Mexico NY 13114 VEIN: Barred Until FiscaIOfficer Notes: 16-1470149 07/24/2007 DOL Multiple willful violations Company Name Address City State Zip Code John Bradford 6614 Furnace Road Ontario NY 14519 VEIN: Barred Until Fiscal Officer Notes: 12/22/2009 As an individual. See Rusmar Environmental Services Coq~. Company Name Address City State Zip Code Joseph DiPizio 5270 Transit Road Depew NY 14043 VEIN: Barred Until Fiscal Officer Notes: 12/14/2010 As an individual. See Diamond "D" Construction Corp · Tuesday, March 20, 2007 Page 13 of 27 Company Name Address City State Zip Code Joseph Zaffuto 162 Atlantic Avenue Lynbrook NY 11563 FEIN: Barred Until Fiscal Officer Notes: 09/29/2008 AG As an individual. See Zaffuto Construction Company Inc Company Name .iRC Aris Electric Contractors FEIN: Barred Until 09/13/2009 Address City Fiscal Officer Notes: See IRC Electric Control Service Inc State Zip Code Company Name JRC Electric Control Service lnc FEIN: Barred Until 11-3199418 09/13/2009 Address City State 516 East 51st Street Brooklyn NY Fiscal Officer Notes: NYC a/Ida IRC Aris Electric Contractors - multiple willfufl violations Zip Code 11236 Company Name Julius and Gita Behrend FEIN: Barred Until Address City 5 Emes Lane Monsey Fiscal Officer Notes: Sec Emes Heating & Plumbing Contractor, Inc State Zip Code NY 10952 Company Name Address City State Zip Code K M R Enterprises lnc 10 Stuffle Street Cropseyville NY 12052 FEIN: Barred Until Fiscal Officer Notes: 14-1749993 05/03/2010 DOL Multiple willful violations. Company Name Address City State Zip Code Kefcal Construction Inc 131 47th Street Brooklyn NY 11232 FEIN: Barred Until Fiscal Officer Notes: 01/25/2012 AG Plea Agreement with A.G.'s Office Company Name Address City State Zip Code Kenneth Metz 62 Neulist Avenue Port Washington NY 11050 FEIN: Barred Until Fiscal Officer Notes: 07/17/2009 As an individual. See Bat-Jac Construction Company Name Address City State Zip Code Kenneth W Griffin 101 Lill Street Rochester NY 14621 FEIN: Barred Until FiscaIOfficer Notes: 05/01/2011 As an individual - see Lightning Fast Labor Force Services Inc Company Name Address City State Zip Code Kevin C Marlowe F£1N: Barred Until FiscaIOfficer Notes: 12/09/2007 See Hi Tech Insulation Company Name Address City State Zip Code Keystone Construction Corp 9945 Fort Hamilton Pkwy Brooklyn NY 11209 FEIN: Barred Until FiscaIOfficer Notes: 16-1402500 08/20/2008 DOL And Nicholas Margaritis as an individual Company Name Address City State Zip Code King Machine 11365 Center Road Sheridan NY 14135 FEIN: Barred Until Fiscal Officer Notes: 16-1293494 04/04/2010 DOL See Robert Metzgar Tuesday, March 20, 2007 Page 14 0f27 · LIST OF EMPLOYERS INELIGI~E TO BID ON OR BE AWARDED AN~I~uBLIC WORK CONTRACT Company Name Kingston Trucking & Rigging Corp FEIN: Barred Until 11-3540715 02/19/2008 Address City State Zip Code 99 St Nicholas Avenue Brooklyn NY 11237 Fiscal Officer Notes: DOL As a substantially owned-affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records Company Name Address City State Zip Code Kloepfer's Floor Covering 248 gein Road West Seneca NY 14224 FEIN: Barred Until Fiscal Officer Notes: 16-1234359 10/06/2009 DOL And Gregory Kloepfer as an individual. Multiple willful violations Company Name Address City State Zip Code Kosmar Contracting Corp 131 47th Street Brooklyn NY 11232 FEIN: Barred Until Fiscal Officer Notes: 13-4103318 01/25/2012 AG Plea Agreement with A.G.'s Office Company Name Address City State Zip Code K-Star Construction Corp 42 48 16lst Street Flushing NY 11358 FEIN: Barred Until Fiscal Officer Notes: 01-0778648 12/11/2011 DOL Multiple willful violations Company Name Address City State Zip Code L & T Plumbing Corp 367 Veterans Memorial Hwy Commack NY 11725 FEIN: Barred Until Fiscal Officer Notes: 11-3223496 01/11/2010 DOL And Robert DeMonte as an individual. Company Name Labar Enterprises of Rochester Inc FEIN: Barred Until 16-1605462 04/18/2010 Address City 2121 Empire Boulevard Webster Fiscal Officer Notes: DOL dba Labar Excavating Inc. Multiple willful violations State Zip Code NY 14580 Company Name Labar Excavating Inc FEIN: Barred Until 04/18/2010 Address City Fiscal Officer Notes: See Labar Enterprises of Rochester Inc. State Zip Code Company Name Address City Lake Construction and Development Corp FEIN: Barred Until Fiscal Officer Notes: 11-2678816 See George Lucey -debarred permanently State Zip Code Company Name Address City State Zip Code Lancet Arch Inc l 12 Hudson Avenue Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 16-1259628 02/14/2011 DOL Mnltiple willful violations - and its subsidiary Catenary Construction Corp Company Name Address City State Zip Code Liberty Painting Company lnc 183 Lorfield Drive Snyder NY 14226 FEIN: Barred Until Fiscal Officer Notes: 16-1480256 12/08/2010 DOL Miltiple willful violations Company Name Address City State Zip Code Lightning Fast Labor Force Services lnc 150 North Chestnut Street Rochester NY 14604 FEIN: Barred Until Fiscal Officer Notes: 20-0386651 05/01/2011 DOL And Winston J Goins Sr. and Kenneth W Griffin individually. Falsification of records · Tuesday, March 20, 2007 Page 15 of 27 LIST OF EMPLOYERS INELI($LE TO BID ON OR BE AWARDED A~IIPuBLIC WORK CONTRACT Company Name Address City Linda Williams c/o M JAB Construction Inc 183 Washington Avenue New Rochelle FEIN: Barred Until Fiscal Officer Notes: 04/22/2009 DOL As an individual. See MJAB Construction lnc State Zip Code NY 10801 Company Name Lobcne Painting Inc FEIN: Barred Until 16-1514981 10/18/2010 Address City State Zip Code 13 Cheviot Lane Rochester NY 14624 Fiscal Officer Notes: DOL And Frank Lobene Jr and Matthew Lobene as individuals - falsification of payroll records Company Name Look Under the Carpet Services lnc FEIN: Barred Until 01-0664654 12/15/2010 Address City State Zip Code P O Box 686 Buffalo NY 14290 Fiscal Officer Notes: A.G Plea Agreement with A.G.'s Office - principal place of business: 1557 Jefferson Avenue, Buffalo, NY 14208 Company Name Lorenzo DeVardo FEIN: Barred Until 01/08/2009 Address City 1850 Steinway Street Long Island City Fiscal Officer Notes: DOL As an individual. Sec Vardo Construction Corp State Zip Code NY 11105 Company Name LounsbuE~ Erectors Inc FEIN: Barred Until 05/27/2009 Address City Fiscal Officer Notes: See Dennis Lounsbury Builders Inc State Zip Code Company Name LTS Constraction FEIN: Barred Until 16-1463105 06/30/2009 Address City State 24 Miller Street Rochester NY Fiscal Officer Notes: See Thomas L. Smalls Zip Code Company Name Address M & H Climate and Energy Management Ltd FEIN: Barred Until Fiscal Officer Notes: 58-2152185 04/17/2007 See Hector Colon City State Zip Code Company Name Address City M & S Pipeline Excavation Company Inc 784 Conklin Road Binghamton FEIN: Barred Until Fiscal Officer Notes: 16-0926714 05/06/2009 DOL Multiple will ful violations State Zip Code NY 13903 Company Name Manbru Construction Corp FEIN: Barred Until 02/19/2008 Address City State Zip Code 1439 Wood Road Bronx NY 10462 Fiscal Officer Notes: DOL Aisc at 201-203 E 22nd Street, New York 10010. As a substantially owned-affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records. Company Name Manns Contracting Corp FEIN: Barred Until 01/25/2012 Address City State Zip Code 131 47th Street Brooklyn NY l 1232 Fiscal Officer Notes: AG Plea Agreement with A.G.'s Office Tuesday, March 20, 2007 Page 16 of 27 · LIST OF EMPLOYERS INELIGI~E TO BID ON OR BE AWARDED ANi~UBLIC WORK CONTRACT Company Name Manuel P. Tobio FEIN: Barred Until Address City Fiscal Officer Notes: See George Lucey - debarred permanently State Zip Code Company Name Manuel Tobio FEiN: Barred Until Address City Fiscal Officer Notes: See George Lucey - debarred permanently State Zip Code Company Name Marangos Construction Corp FEIN: Barred Until 11-2554543 08/16/2010 Address City State Zip Code 59-45 56th Avenue Maspeth NY 11378 Fiscal Officer Notes: DOL And Charles Marangoudakis individually and Tropic Construction Corp. Multiple willful violations. Company Name Mary Newsom FEIN: Barred Until 05/24/2009 Address City 1537 Union Street Schenectady Fiscal Officer Notes: DOL As an individual. See Pachyderm Enterprises, Inc State Zip Code NY 12309 Company Name Mas-Ann Mechanical Inc FEIN: Barred Until 16-1357694 01/04/2010 Address City 35 Regency Oaks Blvd Rochester Fiscal Officer Notes: DOL Debarment period extended after additional willful violations State Zip Code NY 14624 Company Name Masciarelli Construction Co FEIN: Barred Until 16-0902053 05/06/2009 Address 784 Conklin Road Fiscal Officer Notes: DOL Multiple willful violations City State Zip Code Binghamton NY 13903 Company Name Matthew Lobene FEIN: Barred until 10/18/2010 Address City 13 Cheviot Lane Rochester Fiscal Officer Notes: As an individual - See Lobene Painting lnc State Zip Code NY 14624 Company Name MCS Painting Contractors Inc FEIN: Barred Until 01/25/2011 Address City Lime Kiln Court Stony Point Fiscal Officer Notes: DOL False records - also Michael Salerno as its President State Zip Code NY 10980 Company Name Merchants I & S Corp Inc FEIN: Barred Until 16-1405450 11/22/2007 Address City 7732 Victor Mendon Road Victor Fiscal Officer Notes: DOL Debm~nent extended after additional violation State Zip Code NY 14564 Company Name Merit Fence Co Inc FEIN: Barred Until 06-1350241 02/02/2012 Address City State Zip Code 130 Old Route 6 Carmel NY 10512 Fiscal Officer Notes: DOL Multiple willful violations - debarment period extended afte rother willful violations Company Name MGC Restoration Services Inc FEIN: Barred Until 11-3031515 01/01/2010 Address City 64-58 218th Street Bayside Fiscal Officer Notes: AG And Michael Capous individually. Plea agreement State Zip Code NY 11364 · Tuesday, March 20, 2007 Page 17 of 27 .,s. or EM..ovE.s *O .,D O. WO.K Company Name Address City State Zip Code Michael Capous 64-58 218th Street Bayside NY 11364 FEIN: Barred Until Fiscal Officer Notes: 01/01/2010 AG As an individual. Se MGC Restoration Services Inc. Company Name Address City State Zip Code Michael R Palmer FEIN: Barred Until Fiscal Officer Notes: 1 ]/22/2007 As an individual - See Commtech Communications ]nc and Commtech Electrical Construction Corp Company Name Address City State Zip Code Michael Salerno Lime Kiln Court Stony Point NY 10980 FEIN: Barred Until Fiscal Officer Notes: 01/25/2009 DOL Individually as president of MCS Painting Contractors - fa]se records Company Name Mida Painting Ltd FEIN: Barred Until 08/07/2008 Address City State Zip Code 159 92nd Street Brooklyn NY 11209 Fiscal Officer Notes: NYC and Franco Paints, Inc. and Nicholas Kallergis and Stamatia Kallergis, as individuals. Assurance of Discontinuance/Settlement Agreement Company Name MJAB Construction Inc FEIN: Barred Until 58-2620937 04/22/2009 Address City State 183 Washington Avenue New Rochelle NY Fiscal Officer Notes: DOL and Linda Williams as an individual. Falsification of payroll records zip Code 10801 Company Name Address Modem Tech Design & Services Inc 9151 Southwestern Blvd FEIN: Barred Until Fiscal Officer Notes: 16-1464435 01/19/2011 DOL Multiple will ful violations City State Zip Code Angola NY 14006 Company Name Mohammed A Rashid FEIN: Barred Until 12/16/2009 Address City 914 Newkirk Avenue Brooklyn Fiscal Officer Notes: As an individual. See Columbus General Construction lnc State Zip Code NY 11230 Company Name Mohammed Ali Alvi FEIN: Barred Until 07/18/2010 Address City State Zip Code 22~41 26th Street - Apt 2 Astoria NY 11102 Fiscal Officer Notes: DOL Individually and Mohammed Ali Alvi T/A Ford Masonry and Ford Construction Inc. Falsification of payroll records Company Name Mohammed H Kabir FEIN: Barred Until 03/23/2010 Address City State Zip Code 200 East 77th Street Brooklyn NY 11218 Fiscal Officer Notes: AG As an individual. See J B C Contracting Co Inc and J B C Contracting Company - Settlement Agreement with A.G.'s Office Company Name Muhammad A Beig FEIN: Barred Until 10/21/2007 Address City State 142 East Market Street Long Beach NY Fiscal Officer Notes: DOL As an individual - See C B E Contracting Corporation. falsified payrolls Zip Code I 1561 Tuesday, March 20, 2007 Page 18 of 27 · Company Name Muir Contractors Associates lnc FEIN: Barred Until 11-3586616 08/18/2010 Address City 75 Argyle Ave - Suite 2B Uniondale Fiscal Officer Notes: DOL Falsification of payroll records State Zip Code NY 11553 Company Name Muss Pacuku FEIN: Barred Until 04/14/2008 Address City State Fiscal Officer Notes: As an individual - See Victo~ Roofing & Contracting Co Inc Zip Code Company Name N F K Enterprises FEIN: Barred Until 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction Inc State Zip Code Company Name Address City State Zip Code N F K Excavating and Construction Inc 22 Black Hawk Road Pine Bush NY 12566 FEIN: Barred Until Fiscal Officer Notes: 14-1803310 06/10/2010 DOL and N F K Landscaping Supply Corp and N F K Enterprises Inc and CJH Inc and Roger A Hock Jr and Christina J Hock as individuals. Falsification of payroll records Company Name N F K Landscaping Supply Corp FEIN: Barred Until 14-1817371 06/10/2010 Address City Fiscal Officer Notes: See N F K Excavating and Construction Inc State Zip Code Company Name Neuss Construction lnc FEIN: Barred Until 14-1782213 09/06/2011 Address City State Zip Code 1191 Route 9W - Suite #C6 Marlboro NY 12542 Fiscal Officer Notes: DOL And Rudolph Neuss as an individual, as chief executive and one of the five largest shareholders of Neuss Construction lnc- falsification of payroll records Company Name Address City State Zip Code Nicholas Kallergis 159 92nd Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 08/07/2008 As an individual. See Franco Paints, Inc.and Mida Painting Ltd Company Name Nicholas Margaritis FEIN: Barred Until 08/20/2008 Address City Fiscal Officer Notes: See Keystone Construction Corp. State Zip Code Company Name Address City State Zip Code Nick Nitis 3 Alan B Shepard Place Yonkers NY 10705 FEIN: Barred Until Fiscal Officer Notes: 12/11/2011 DOL As an individual - see A&T Construction Company Name Address City State Zip Code Nu-Look Painting & Wallpapering lnc 151-60 7th Avenue Whitestone NY 11357 FEIN: Barred Until Fiscal Officer Notes: 11-3389457 08/04/2009 AG and TF Painting Corp. and Tarcisio Ferreira, individually. Plea agreement with the A.G.'s Office. Tuesday, March 20, 2007 Page 19 of 27 .s, oF EM,.o E.s ,o o. o. ^W^.D D WO.K Company Name Address City State Zip Code Olympia Mechanical Piping & Heating Inc 3624 12th Avenue Brooklyn NY 11218 FEIN: Barred Until Fiscal Officer Notes: l 1-3161641 08/18/2010 AG And Steven Tischler and Solomon Werzberger as individuals. Plea Agreement with District Attorney Company Name Address City State Zip Code Olympic Window Installers Inc 174 Lincoln Avenue Hawthorne NJ 07506 FEIN: Barred Until Fiscal Officer Notes: 22-3034903 07/21/2008 DOL and Carl and Russell Babb as individuals Company Name Address City State Zip Code Omni Contracting Company Inc 3 Alan B Shepard Place Yonkers NY 10705 FEIN: Barred Until Fiscal Officer Notes: 22-3431803 12/11/2011 DOL And Haleem Zihenni as an individual - falsification of paymll records Company Name Address City State Zip Code Ontario Flooring Company 296 Rogers Parkway Rochester NY 14617 FEIN: Barred Until Fiscal Officer Notes: 16-1554554 02/06/2008 DOL See George J Leva Sr. Debarment period extended after additional violation Company Name Address City State Zip Code Oswego Trucking & Leasing 258 Washington Blvd Oswego NY 12801 FEIN: Barred Until Fiscal Officer Notes: 16- ] 37 ] 814 07/2 ]/2008 DOL Falsified records Company Name P & H Supply Company Inc FEIN: Barred Until 13-3868727 05/25/2009 Address City State Zip Code 241 -A Harrison Avenue Harrison NY 10528 Fiscal Officer Notes: DOL Multiple willful violations - debarment period extended after additional willful violations Company Name P&TlronWorks FEIN: Barred Until 13-3895133 06/01/2010 Address City State Zip Code 59 Plain Avenue New Rochelle NY 10801 Fiscal Officer Notes: and Amodio Russo individually. Falsification of payroll records. Settlement Agreement with A.G.'s office Company Name Pachyderm Enterprises Inc FEIN: Barred Until 00-1386527 05/24/2009 Address City State Zip Code 1537 Union Street Schenectady NY ] 2309 Fiscal Officer Notes: DOL And Willie Jones and Mary Ncwsom as individuals - Multiple willful violations Company Name Paragon Plate Glass Inc FEIN: Barred Until 16-1113039 11/07/2011 Address City State Zip Code 210 Factory Street Watertown NY 13601 Fiscal Officer Notes: DOL And Thomas E Mooney individually as President of Paragon Plate Glass Inc - falsified payrolls Company Name Address Pardee Construction FEIN: Barred Until Fiscal Officer Notes: 16-1557064 03/12/2009 See Dalton Steel Inc. City State Zip Code Tuesday, March 20, 2007 Page 20 of 27 · LIST OF EMPLOYERS INELIGI8 TO BID ON OR BE AWARDED AN~UBLIC WORK CONTRACT Company Name Address City State Zip Code Paul M Maintenance Inc 7 Gatewood Drive Hauppague NY 11788 FEIN: Barred Until Fiscal Officer Notes: 11-3287638 07/02/2007 DOL Falsified payrolls Company Name Address City State Zip Code Perry Jacobs 736 Sherman Dr-Box 8015 Utica NY 13505 FEIN: Barred Until Fiscal Officer Notes: 12/04/2010 As an individual. See Precision Site Work Inc. - debarment period extended Company Name Address City State Zip Code Pettit & Pettit lnc 7 Schuyler Street Belmont NY 14813 FEIN: Barred Until Fiscal Officer Notes: 16-1576164 03/21/2010 DOL Multiple villful violations Company Name Address City State Zip Code Pipejackers Inc 15 East Bartlett Road Middle Island NY 11953 FEIN: Barred Until FiscaIOfficer Notes: 11-2209596 06/26/2007 DOL Company Name Address City State Zip Code Port Ewen Trucking Corp FEIN: Barred Until 11-3484639 02/19/2008 2013 Flatbush Avenue Brooklyn NY 11234 Fiscal Officer Notes: DOL Also at 99 St. Nicholas Avenue, Brooklyn, NY 11237. As a a substantially owned- affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records Company Name Precision Site Work Inc FEIN: Barred Until 16-1609167 12/04/2010 Address City State Zip Code 736 Sherman Dr - Box 8015 Utica NY 13505 Fiscal Officer Notes: DOL And its president, Perry Jacobs, as an individual. Falsification of payroll records - debarment period extended Company Name Rainbow Renovations Inc FEIN: Barred Until 11-3542626 08/03/201 I Address City State Zip Code 35-44 Crescent Street Long Island City NY I 1106 Fiscal Officer Notes: AG Additional addresses: 22-15 47th Street, Astoria, NY 11105 and 35-34 31 st Street, Long Island City, NY 11106. Gerasimo Andrianis debarred as an individual. Company Name Address City State Zip Code Rapid Demolition Co Inc 2550 West 13th Street Brooklyn NY 11223 FEIN: Barred Until Fiscal Officer Notes: 11-2869485 l 1/l 8/2007 NYC And successors Company Name Rebecca Gatto-Wood FEIN: Barred Until 05/I 8/2009 Address City Fiscal Officer Notes: As an individual. See Diracon Commercial Contractors. State Zip Code Company Name Address City Republic Construction & Management Inc 8111 7th Avenue Brooklyn FEIN: Barred Until Fiscal Officer Notes: I 1-3178177 12/10/2007 NYC and Azam Ali Chaudhry - falsified payrolls- plea agreement State Zip Code NY 11228 Tuesday, March 20, 2007 Page 21 of 27 Company Name Address City State Zip Code Robbye Bissesar 8%51 Springfield Blvd Queens Village NY 1 i427 FEIN: Barred Until Fiscal Officer Notes: As an individual. See Star International lnc -permanently debarred Company Name Address City State Zip Code Robert Amendola 1084 Sunrise Highway Amityville NY 11701 FEIN: Barred Until Fiscal Officer Notes: 03/19/2008 As an individual. See Westwood Fence Corp. Company Name Address City State Zip Code Robert DeMonte 367 Veterans Memorial Hwy Commack NY 11725 FEIN: Barred Until FiscaIOfficer Notes: 01/10/2010 As an individual. See L & T Plumbing Corp. Company Name Address City State Zip Code Robert W Metzgar 11365 Center Road Sheridan NY 14135 FEIN: Barred Until Fiscal Officer Notes: 04/04/2010 DOL dba King Machine - Also as an individual. Company Name Address City State Zip Code Roger A Hock Jr FEIN: Barred Until Fiscal Officer Notes: 06/10/2010 Sec N F K Excavating and Construction lnc Company Name Address City State Zip Code Rudolph Neuss 8 Far Horizons Drive Newburgh NY 12550 FEIN: Barred Until Fiscal Officer Notes: 09/06/2011 DOL As an individual - see Neuss Construction Inc Company Name Address City State Rusmar Environmental Services Corp 703 Atlantic Avenue Rochester NY FEIN: Barred Until Fiscal Officer Notes: 16-1492326 12/22/2009 AG And John Bradford as an individual. Falsified payrolls. Plea agreement. Zip Code 14609 Company Name Russell Babb FEIN: Barred Until 07/21/2008 Address City Fiscal Officer Notes: As an individual - See Olympic Window Installers Inc State Zip Code Company Name Address S & B Construction & Contracting Ltd 78 Wohsecpee Road FEIN: Barred Until Fiscal Officer Notes: 11-2987611 04/15/2007 DOL City State Zip Code Brightwaters NY 11718 Company Name Savvas A. Sawa FEIN: Barred Until 10/14/2008 Address City Fiscal Officer Notes: See Euro CraPr Restoration Inc State Zip Code Company Name Scott Bendersky FEIN: Barred Until 04/15/2007 Address City State Zip Code 78Wohseepee Road Brightwaters NY I 1718 Fiscal Officer Notes: DOL Individually and as Officer and/or Shareholder of S & B Construction and Contracting Ltd Tuesday, March 20, 2007 Page 22 of 27 O Company Name Address City State Zip Code Scan Campion P O Box 82 Valatie NY 12184 FEIN: Barred Until Fiscal Officer Notes: 10/14/2008 dba Everlasting Slate - as an individual Company Name Address City State Zip Code Shirley J Pardee 197 U S Route 11 Central Square NY 13036 FEIN: Barred Until Fiscal Officer Notes: 03/12/2009 As an individual. See Dalton Steel Inc dba Pardee Construction. Company Name Address City State Zip Code Signal Construction LLC 199 Grider Street Buffalo NY 14215 FEIN: Barred Until Fiscal Officer Notes: 16-1610415 11/14/2011 DOL Multiple will fu] violations Company Name Sky Communications Inc FEIN: Barred Until 16-1599397 02/20/2012 Address City State Zip Code P O Box 278 DeWitt NY 13214 Fiscal Officer Notes: DOL Additional address: 6305 Court Street Road, East Syracuse, NY 13057, and Jay Meyer, individually - multiple willful violations Company Name Address City State Zip Code SN Contracting Corp 131 47th Street Brooklyn NY 11232 FEIN: Barred Until Fiscal Officer Notes: 01/25/2012 AG Plea Agreement with A.G.'s Office Company Name Address City State Zip Code SNA Contracting Corp 131 47th Street Brooklyn NY 11232 FEIN: Barred Until Fiscal Officer Notes: 11-3502738 01/25/2012 AG Plea Agreement with A.G.'s Office - additional SS# 11-3617489 Company Name Address City State Zip Code Solomon Werzberger 56 Lyncrest Drive Monsey NY 10952 FEIN: Barred Until Fiscal Officer Notes: 08/18/2010 As an individual. See Olympia Mechanical Piping & Heating Incorporated Company Name Address Southwestern General Contracting Inc 1586 Gowans Road FEIN: Barred Until Fiscal Officer Notes: 16-1569822 10/08/2009 DOL Falsification of records City State Zip Code Angola NY 14006 Company Name Address City State Zip Code Spiridon Anthoulis 131 47th Street Brooklyn NY l 1232 FEIN: Barred Until Fiscal Officer Notes: 01/25/2012 AG As an individual - See 4-A General Construction Corp Company Name Stacey Gouzos FEIN: Barred Until 01/25/2012 Address Fiscal Officer Notes: See Anastasia Anthoulis City State Zip Code Company Name Address City State Zip Code Stamatia Kallergis 159 92nd Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 08/07/2008 As an individual. See Franco Paints, Inc. and Mida Painting Ltd · Tuesday, March 20, 2007 Page 23 of 27 LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Address City State Zip Code Star Interaational Inc 89-51 Springfield Blvd Queens Village NY 11427 FEIN: Barred Until Fiscal Officer Notes: 00-1613496 DOL Also Robbye Bissesar, Falsified payroll - permanently debarred Company Name Sta~ Environmental ServicesInc FEIN: Barred Until 11-3164259 02/25/2008 Address City State Zip Code 1801 Stillwell Avenue Brooklyn NY 11223 Fiscal Officer Notes: NYC Plea agreement Company Name Steve J Nictas c/o J Ban: Constr FEIN: Barred Until 12/14/2009 Address City 119-51 Metropolitan Ave Jamaica Fiscal Officer Notes: DOL As an individual - See J Bart Construction Corp. State Zip Code NY 11415 Company Name Address City State Zip Code Steve Menzer 62 Neulist Avenue Port Washington NY l 1050 FEIN: Barred Until Fiscal Officer Notes: 07/17/2009 As an individual. See Bat-Jac Constraction Company Name Address City State Zip Code Steven Tischler 1465 46th Slxeet Brooklyn NY 11212 FEIN: Barred Until Fiscal Officer Notes: 08/18/2010 As an individual. See Olympia Mechanical Piping & Heating Incorporated Company Name Super Structure Builders Ine FEIN: Barred Until I 1-3487355 02/19/2008 Address City State Zip Code 99 St Nicholas Avenue Brooklyn NY 11237 Fiscal Officer Notes: DOL Also at 2013 Flatbnsh Avenue, Brooklyn, NY ] 1234. As a substantially owned-affiliated entity and/or successor of Cavalier Construction Corp. Falsification of records Company Name Superior Jamestown Corporation FEIN: Barred Until 16-1381131 03/17/2008 Address 55Jones-Gifford Avenue Fiscal Officer Notes: NYC Falsified payrollrecords City State Zip Code Jamestown NY 14701 Company Name Tao General Contractors Inc FEIN: Barred Until 01/25/2012 Address City State Zip Code 131 47th Street Brooklyn NY 11232 Fiscal Officer Notes: AG Plea Agreement with A.G.'s Office Company Name Tarcisio Ferceira FEIN: Barred Until 08/04/2009 Address City State Zip Code 151-60 7th Avenue Whitestone NY 11357 Fiscal Officer Notes: AG and Nu-Look Painting & Wallpapering lnc and TF Painting Corp. Plea agreement with A.G.'s Office. Company Name TF Painting Corp FEIN: Barred Until 08/04/2009 Address City State Zip Code 151-60 7th Avenue Whitestone NY 11357 Fiscal Officer Notes: AG and Nu-Look Painting & Wallpapering Inc. and Tarcisio Ferreira, individually. Plea agreement with A.G.'s Office. Tuesday, March 20, 2007 Page 24 of 27 LIST OF EMPLOYERS INELIGI~E TO BID ON OR BE AWARDED AN~I~uBLIC WORK CONTRACT Company Name Thomas E Mooney FEIN: Barred Until 11/07/2011 Address City State Zip Code 164 Winslow Street Watertown NY 13601 Fiscal Officer Notes: As an individual. Additional address: 150 Clinton Street, Apt 6, Watertown, NY 13601. See Paragon Plate Glass Inc Company Name Thomas Hanlon FEIN: Barred Until 09/11/2008 Address City Fiscal Officer Notes: As an individual. See Hamax Construction Corp State Zip Code Company Name Address City State Zip Code Thomas L Smalls 24 Miller Street Rochester NY 14605 FEIN: Barred Until Fiscal Officer Notes: 06/30/2009 DOL dba LTS Construction - also as an individual. Falsified payrolls. Company Name Thomas Masonry & Concrete lnc FEIN: Barred Until 16-1535306 08/18/2009 Address City State Zip Code 803 West Avenue, Ste 207 Rochester NY 14611 Fiscal Officer Notes: DOL Multiple willful violations Company Name Thomas Masonry Enterprise Inc FEIN: Barred Until 73-3103284 08/18/2009 Address City State Zip Code 955 Buffalo Road Rochester NY 14624 Fiscal Officer Notes: DOL Multiple willful violations Company Name Tommaso AIIocca FEIN: Barred Until 08/01/2010 Address City State Zip Code 15 Pine Aire Drive Bay Shore NY 11706 Fiscal Officer Notes: DOL As an individual. T/A A & D Contracting Corp. Falsification of payroll records Company Name Address City State Zip Code Topo-Metrics Inc 432 Park Avenue South New York NY 10016 FEIN: Barred Until Fiscal Officer Notes: 11-2465550 04/22/2009 DOL Falsification of payroll records Company Name Address City State Zip Code Topor Contracting Inc 153 Fillmore Avenue Buffalo NY 14210 FEIN: Barred Until Fiscal Officer Notes: 16-1590680 04/27/2009 DOL Falsified payrolls Company Name Address City Tower Building Maintenance and Mgmt 347 Kingsland Avenue Brooklyn FEIN: Barred Until Fiscal Officer Notes: 11-3042307 11/24/2008 DOL Additional willful violations - debaiment period extended State Zip Code NY 11222 Company Name Tri-State Building Contractors Inc FEIN: Barred Until 14-1765905 05/24/2009 Address City State Zip Code 108 Sparrow Ridge Road Carmel NY 10512 Fiscal Officer Notes: DOL Falsified payroll records Tuesday, March 20, 2007 Page 25 of 27 LIST OF EMPLOYERS INELIG~LE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT Company Name Tropic Construction Corp FEIN: Barred Until l 1-2659640 08/16/2010 Address City State Zip Code 5945 56th Avenue Maspeth NY 11378 Fiscal Officer Notes: DOL and Marangos Construction and Charles Mamngoudakis individually. Multiple willful violations Company Name Address City Two By Four Carpentry and Constr Inc 132 W 129th St-Ste 4W New York FEIN: Barred Until Fiscal Officer Notes: 08/12/2009 AG dba of Harrison Jarvis. Plea agreement with A.G.'s Office. State Zip Code NY 10027 Company Name un Hak Klm FEIN: Barred Until 04/14/2010 Address City State Fiscal Officer Notes: AG As an individual. See Howard K Enterprise Inc and Howard Klm Zip Code Company Name Vardo Constraction Corporation FEIN: Barred Until 11-2694892 01/08/2009 Address City 1850 Steinway Street Long Island City Fiscal Officer Notes: DOL And Lorenzo DeVardo as an individual. Falsified payrolls State Zip Code NY 11105 Company Name Vasilios Tsimitras FEIN: Address Barred Until Fiscal Officer Notes: 11/27/2011 See William Tsimitras City State Zip Code Company Name Address City Victory Roofing & Contracting Co lnc 265 Victory Boulevard Staten Island FEIN: Barred Until Fiscal Officer Notes: 38-0100331 04/14/2008 DOL and Musa Pacuku as in individual. Falsification of records State Zip Code NY 10301 Company Name Address City State Zip Code Viva Victoria Enterprises Ltd 10317 90th Street Ozone Park NY 11417 FEIN: Barred Until Fiscal Officer Notes: 11-3355466 06/12/2011 NYC Falsification of records Company Name W & B Mechanical Corp FEIN: Barred Until 11 - 1340725 03/05/2010 Address City State Zip Code 303 Ten Eyck Street Brooklyn NY 11206 Fiscal Officer Notes: DOL aka White and Blue Sheet Metal Inc and Eliyhu Benyamin as an individual. Falsification of records. Company Name W J Grinder Roofing Company FEIN: Barred Until 16-0846854 10/18/2009 Address City State Zip Code 1765 Mt Read Boulevard Rochester NY 14606 Fiscal Officer Notes: DOL As a substantially affiliated employer. See A A General Contractors, Inc. Multiple violations Company Name Westwood Fence Corp FEIN: Barred Until 11-3084236 03/19/2008 Address City State Zip Code 1084 Sunrise Highway Amityville NY 11701 Fiscal Officer Notes: And Robert Amendola as an individual. Falsified payrolls. Plea agreement entered into with Suffolk County D.A.'s Office. Tuesday, March 20, 2007 Page 26 of 27 O LIST OF EMPLOYERS INELIGtE TO BID ON OR BE AWARDED AI~UBLIC WORK CONTRACT Company Name White and Blue Sheet Metal Inc FEIN: Barred Until 03/05/2010 Address City 303 Ten E¥ck Street Brooklyn Fiscal Officer Notes: See W & B Mechanical Inc. State Zip Code NY 11206 Company Name Address City State Zip Code Wiley Development Co Inc 235 Northampton Street Buffalo NY 14208 FEIN: Barred Until Fiscal Officer Notes: 16-1363561 08/11/2009 DOL Falsified payroll records Company Name Address City State Zip Code William Tsimitras 235 91st Street Brooklyn NY 11209 FEIN: Barred Until Fiscal Officer Notes: 11/27/2011 DA aka Vasilios, individually - Plea agreement with Albany County DA Company Name William Valentine FEIN: Barred Until 09/11/2008 Address City Fiscal Officer Notes: As an individual. See Hamax Construction Corp State Zip Code Company Name Address City State Zip Code Willie Jones 1537 Union Street Schenectady NY 12309 FEIN: Barred Until Fiscal Officer Notes: 05/24/2009 DOL As an individual. See Pachydenn Enterprises Inc Company Name Address City State Zip Code Winston J Goins Sr 87 Mailing Drive Rochester NY 14621 FEIN: Barred Until Fiscal Officer Notes: 05/01/2011 As an individual - see Lightning Fast Labor Force Services Inc Company Name Address City State Zip Code Wintech Contracting lnc 1950 E Main St - Ste 205A Mohegan Lake NY 10547 FEIN: Barred Until Fiscal Officer Notes: 13-3139312 07/22/2009 DOL Falsified payroll records Company Name Yang General Contracting Ltd FEIN: Barred Until 01/25/2012 Address City State Zip Code 131 47th Street Brooklyn NY 11232 Fiscal Officer Notes: AG Plea agreement with A.G.'s Office Company Name Address City State Zip Code Yin Construction Ltd 131 47th Street Brooklyn NY l ! 232 FEIN: Barred Until Fiscal Officer Notes: 13-0520288 01/25/2012 AG Plea Agreement with A.G.'s Office Company Name Zaffuto Construction Company Inc FEIN: Barred Until 11-2139574 09/29/2008 Address City State Zip Code 162 Atlantic Avenue Lynbrook NY l ] 563 Fiscal Officer Notes: AG And Angelo Zaffuto (President of ZCCI) and Joseph Zaffuto (Key Person to ZCCI), as individuals -Settlement Agreement Company Name Zarben General Construction Inc FEIN: Barred Until 13-4201564 01/25/2012 Address City State Zip Code 131 47th Street Brooklyn NY 11232 Fiscal Officer Notes: AG Plea Agreeement with A.G.'s Office Tuesday, March 20, 2007 Page 27 of 27 TOWN OF SOUTHOLD CONTRACT INSURANUI~ IIEQUIREMENTS INSURANCE IDENTIFICATION: THE BID NUMBER IS TO APPEAR ON Al, l, INSURANCE CERTIFICATES INDEPENDENT CONTRACTOR: The Corporation/Contractor/Agency/Consultant, is an independent contractor and covenants and agrees that it, its agents, servants and/or employees will ueither hold itself/themselves out as, nor claim to be an employee, servant or agent of the TOWN OF SOUTHOLD, and that it, its agents and employees wild not make claim, demand or application to or for any right or privilege applicable to an officer or employee of the TOWN OF SOUTHOLD including, but not limited to Worker's Compensation coverage, Unemployment Insurance benefits, Social Security coverage or retirement membership or credit. INSURANCE: Contractor/vendor shall not commence work under this contract until he has obtained all insurance required under the following paragraphs, and the TOWN OF SOUTHOLD has approved such insurance. WORKERS' COMPENSATION: Contractor/vendor shall take out and maintain during the life of this contract, such insurance as will protect both the owner and the contractor from claims under worker's compensation acts and amendments thereto and from any other claims for property damage and for personal injury including death, which may arise from operations under this contract, whether such operations by contractor or by any other party directly or indirectly employed by the contractor. Copy of Certificate to be provided to the TOWN OF SOUTHOLD. DISABILITY INSURANCE & UNEMPLOYMENT INSURANCE: Contractor/vendor shall take out and maintain during the entire term of the contract any disability benefits and unemployment insurance as required by law. Copy of Certificate to be provided to the TOWN OF SOUTHOLD. GENERAL LIABILITY INSURANCE: The contractor/vendor shall take out and maintain during the life of the contract, such bodily injury liability and property damage liability insurance as shall protect him and the Town from claims for damages for bodily injury including accidental death, as well as from claims for property damage which may arise from operations under this contract, whether such operations be by himself or by any subcontractor or by anyone directly or indirectly employed by either of them. It shall be the responsibility of the contractor/vendor to maintain such insurance in amounts sufficient to fully protect himself and the Town, but in no instance shall amounts be less than those set forth below. These amounts are specified only to establish the minimum coverage acceptable. Bodily injury liability and property damage liability insurance in an amount not less than $1,000,000 (one million dollars) for damages on account of any one accident, and in an amount of not less than $2,000,000 (two million dollars) on account of all accidents (general aggregate). EXCESS/UMBRELLA INSURANCE: The contractor/vendor shall take out and maintain during the life of the project an excess/umbrella insurance policy in an amount of not less than $2,000,000 (Five million dollars) each occurrence and aggregate. OTHER CONDITIONS OF COMMERCIAL GENERAL LIABILITY INSURANCE: 1. Coverage shall be written on commercial general liability form. 2. Coverage shall include: SIR- 1 A. Contraclual liability B. Independent contractors C. Producls and completed operatioas AUTOMOBILE LIABILITY INSURANCE: Automobile bodily iqimy liability and property damage liability insurance shall be provided by the contractor/veador with a minimum combined single limit (CSL) of $1,000,000 (one million dollars). OTHER CONDITIONS OF AUTOMOBILE LIABILITY INSURANCE: Coverage shall include: A. All owned vehicles B. Hired car and non-ownership liability coverage C. Statutory no-fault coverage ADDITIONAL CONDITIONS OF INSURANCE: 1. Contractor/vendor shall submit copies of any or alt required insurance policies as and when requested by the Town. 2. If any of the contractor's/vendor's policies of insurance are cancelled or not renewed during the life of the contract, immediate notice of cancellation of non-renewal shall be delivered to the Town no less than 10 days prior to the date and time of cancellation or non-renewal. CERTIFICATE OF INSURANCE: The contractor/vendor shall file with the TOWN OF SOUTHOLD prior to commencing work under this contract, a certificate of insurance. 1. Certificate of insurance shall include: C. E. G. Name and address of insured Insurance company name Policy number Limits of liability for all policies included on certificate B. Issue date of certificate D. Type of coverage in effect F. Inception and expiration dates of policies included on certificate. Description of operations/locations/etc. Box must include the statement: "THE TOWN OF SOUTHOLD IS LISTED AS ADDITIONAL INSURED" CERTIFICATE HOLDER SHALL BE LISTED AS: TOWN OF SOUTHOLD 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NEW YORK 11971 If the contractor's/vendor's insurance policies should be non-renewed, cancelled or expire during the life of the contact, the Town shall be provided with a new certificate indicating the replacement policy information as requested above. Thirty days (30) prior written notice to the TOWN OF SOUTHOLD for cancellation is applicable. SIR - 2 GENI~I~AL CONDITIONS INDEX 1. Definitions of Terms 2. Slandards of Workmanship 3. Samples 4. Manufactured Materials 5. Laboratory 6. Shop Drawings 7. Permits 8. Plans and Specifications 9. Cutting, Patching and Digging 10. E~ors, Omissions and Discrepancies 11. Temporary Toilet 12. Proper Method of Work and Proper Materials 13. Inspection 14. Waiver 15. Water and Electric Power 16. Machinery and Equipment 17. Maintenance 18. Schedule of Operations 19. Right to Use Work 20. Notice of Warning 2 I.Warning Signs 22. Accident Prevention 23. Damages 24. Maintenance of Traffic 25. Final Site Cleaning 26. Protection of Land Markers, Trees, Shrubs, and Property 27. Protection of Utilities 28. No Damages for Delay 29. Record Keeping 30. Subcontractors and Suppliers 31. Penal Law GC- 1 (; I£NI~RAI~ C()NDITIONS I. DEFINITIONS OF TERMS: Whenever thc l'ollowing words and expressions arc used in the Specificalions, it ix nnders;ood tha! they have the meauing defined below: PLANS: All official drawiugs or reproductions of drawings pertaining to the work or to any structure connected therewith. SPECIFICATIONS: The body of directions, requirements, descriptions, etc. contained in this document, together with all documents of any description and agreements made (or to be made) pertaining to the methods or manner of performing the work and/or to the quantities and quality of materials to be furnished and accepted under this Contract. OWNER: Shall mean Town Board, Town of Southold. ENGINEER (ARCHITECT): L.K. McLean Associates as engaged by the Owner and duly authorized to represent the Owner in the execution of the work covered by the consultants and assistants engaged by the Owner and the Engineer to the extent of the particular duties entrusted to them. CONTRACT: Collectively, the Contract executed by the Owner and the Contractor, Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Special Conditions, Specifications, Construction Drawings, Addenda, Performance Bonds, and all supplemental agreements made or to be made. CONTRACTOR: The party of the second part hereto, whether corporation, firm or individual, or any combination thereof, and successor, personal representatives, executors, administrators and assigns, and any person, firm or corporation who or which shall at any time be substituted in place of the second part under this Contract. INSPECTOR: An authorized representative of the Owner or his Engineer assigned to make any and all necessary inspections of the work performed and the materials furnished by the Contract. MATERIALS: Any approved materials acceptable to the Engineer and conforming to the requirements of these Specifications. WORK: All of the work proposed to be accomplished at the site of the project, and all such other work as is in any manner required to accomplish the complete project. This includes all plant, labor, materials, supplies, equipment and other facilities and acts necessary or proper or incidental to the carrying out and completion of the terms of this Contract. The term "work performed" shall be construed to include the material delivered to and suitably stored at the site of the project. 2. STANDARDS OF WORKMANSHIP: The apparent silence of the Specifications as to any detail or an apparent omission from them of a detailed description concerning any work to be done and materials to be furnished shall be regarded as meaning that only the best general practice observed in the latest current construction work is to prevail and that only material and workmanship of first quality is to be used in this connection and all interpretations of these Specifications shall be made upon this basis. GC - 2 GENERAL CONI)ITIONS 3. SAMPLES: The Contractor shall furnish fi3r approval, all san~ples as directed. The work shall be iu accordance with approved samples. Samples shall be submitted in alnple time so as to prevent delay in fabrication or ordering of materials, allowing for a reasonable time for the Engineer to consider the samples submitted and, if necessary, to permit a resubmission of samples to the Engineer until approval is given. Work and material shall be furnished and execnted in accordance with approved samples, in every aspect. Each sample shall be labeled, bearing material, name and quality, Contractor's name, date and other pertinent data. Unless otherwise specified, samples shall be in duplicate and of adequate size to show quality, type, color, range and finish and texture of material. Materials shall not be ordered until approval is received in writing from Engineer. 4. MANUFACTURED MATERIALS: Where several materials are specified by name, the Engineer shall have the right, before execution of the Contract, to require any and all bidders to state the materials upon which they based their bid. Where any materials are specified by name or trade name, or by catalog number of a company or companies, the Contractor shall furnish the article mentioned unless approval of the Engineer is obtained in writing for a substitution. Should Contractor desire to substitute another material for one or mom specified by name, he shall apply in writing for such permission and state credit or extra involved. He shall also provide supporting data and samples for Engineer's consideration. Unless particularly specified otherwise, all manufactured articles, materials and equipment shall be applied, assembled, installed, connected, erected, used, cleaned and conditioned as directed by the manufacturer and including the necessary preparation to properly install the work. Where reference is made to manufacturer's directions, the Contractor shall submit such directions to the Engineer as required. The materials used in constrnction shall be disposed as not to endanger the work, and so that full access may at all times be had to partly completed work and structures and they shall be so disposed as to cause no injury to those having access to the work or any of the units. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. Standards of work required throughout shall be of such grades as will bring first-class results only. The type of labor employed by the Contractor shall be such as will insure the uninterrupted continuity of the entire work, without conflict of any kind. 5. LABORATORY: Laboratories shall be designated by the Engineer for testing the materials to be used under the Contract. Where tests are made by other than the designated laboratories, two certified copies showing correctly the chemical analysis and physical tests shall be furnished to the Engineer. 6. SHOP DRAWINGS: The Contractor shall submit to the Engineer six (6) copies of all shop drawings and schedules and no work shall be fabricated until his approval has been given. All shop drawings submitted to the Engineer mnst be in English, and must bearthe Contractors' stamp of GC - 3 (;I'~NERAI ~ ( ~OND1TIONS approwd evidencing thai the drawings bavc been checked. Tile Conlractor will make any corrections in the drawings required by the Enginecr and wili file with the Engineer four corrected copies. Approval by the Engineer of such drawings or scbedules shall not relieve the Contractor fi'om responsibility for (a) errors of any sort in shop or setting drawings or schedules; or (b) deviations fi'om Plans and Specifications unless the Contractor, at the time of submission of said drawings and schedules, bas givcn notice to the Engineer of any such deviations. 7. PERMITS: 7.1 Municipal: All work in connection with the installation of pipes or other underground structures of a like nature either within or without the limits of the highway, shall follow all the provisions as contained herein together with the provisions, as they apply, of the Highway Law, Roads Opening, Section 149, and Section 198 Town Law, with all subsequent changes, additions or corrections thereto. A. The Contractor shall obtain from the Building Department a certificate of occupancy, whenever the scope of work of the Contract provides for the construction of a building or stmcture, or for modification or alteration of a building or structure, so that a certificate of occupancy, or a revised certificate of occupancy is required under state and/or local law. The Owner shall be responsible for obtaining the building permit and permit(s) pre-requisite thereto, including but not limited to the following, unless Contractor is specifically required to obtain the same pursuant to other provisions of this document: (1) (2) Building permit Fire prevention permit (IF APPLICABLE) The Contractor shall give all notices, and comply with ail laws, ordinances, roles, regulations and conditions of the permits, bearing on the conduct of the work as drawn and specified, and shall be responsible for acquisition of all pertinent information necessary for such compliance. The Contractor shall be responsible for: (1) Coordinating all building department and other department and agency inspections and approvals, (2) Obtaining U.L. approvals. 8. PLANS AND SPECIFICATIONS: The Contractor will be furnished with five sets of Plans and Specifications giving all the details and dimensions necessary for carrying out the work. One copy of Plans and Specifications furnished to the Contractor must be kept constantly on the site. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown on the Plans and all the work and materials necessary for the completion of the work according to the intent and meaning of the Contract shall be furnished, performed and done as if the same were both mentioned in the Specifications and shown on the Drawings. Any conflict or inconsistency between the Plans and Specifications, or any discrepancy between the figures and scale of Drawings, shall be submitted by the Contractor to the Engineer, whose decision thereon shall be conclusive. In the event the meaning of any portion of the Specifications or Drawings or any supplementary GC - 4 GENEIIAL CONDITIONS drawings or instructions of the Engineer is doubtful, the same shall be tmderstood to call Ibc thc best type of constructkm, both as to materials and workmanship, which reasonably can be interpreted. All materials and workmanship must be strictly in accordance with the Specifications. The Plans show approximate size, arrangement and location of the proposed work. The Engineer will give base lines, grades, shapes and dimensions and the Contractor shall construct the work exactly in accordance with such instructions of the Engineer subject however, to change as provided for under the headings "Changes and Alterations" and "Compensation to be Paid to the Contractor". Additional copies of Plans and Specifications, when requested, will be furnished to the Contractor at cost of reproduction. The Contractor shall furnish to each of the subcontractors and materialmen such copies of the Contract Documents as may be required for their work. 9. CUTTING~ PATCHING AND DIGGING: The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to receive or be received by work of other contractors shown upon or reasonably implied by Drawings and Specifications for the completed structure, and he shall make good after them as Engineer may direct. Any cost caused by defective or ill-timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cutting, digging or otherwise, and shall not cut or alter the work of any other contractor save with the consent of the Engineer. 10. ERRORS, OMISSIONS AND DISCREPANCIES: a) If any errors, omissions or discrepancies appear in the drawings, Specifications or other documents, the Contractor shall, within ten days from receiving such Drawings, Specifications or documents, notify the Engineer in writing of such errors or omissions. In the event of the Contractor's failing to give such notice, he will be held responsible for the results of any such errors or omissions and the cost of rectifying the same. b) If, in the opinion of the Contractor, any work is shown on Drawings, or details, or is specified in such a manner as will make it impossible to produce a first class piece of work, or should discrepancies appear between the Drawings and/or Specifications, he shall refer the same to the Engineer for interpretation before proceeding with the work. If the Contractor fails to make such references to the Engineer, no excuse will thereafter be entertained for failure to carry out the work in satisfactory manner as directed. c) Should a conflict occur in or between the Drawings and Specifications and/or existing conditions, the Contractor shall be deemed to have estimated on the more expensive way of doing GC - 5 GENEIIAL CONDITIONS the work, mlless he shall have asked for and obtained a decision in writing from the Engineer, before the submission ol' bids, as to which method or material will produce the results Io the best interest of the Town. 11. TEMPORARY TOILET: The Contractor shall provide and maintain a sanitary temporary toilet where directed by the Engineer. The temporary toilet shall be enclosed and weatherproof and kept in a sanitary condition at all times. Upon removal of the temporary outside toilet, the vault shall be disinfected, filled and all evidence of the toilet removed fi'om the site. 12. PROPER METHOD OF WORK AND PROPER MATERIALS: The Engineer shall have the power in general to direct the order and sequence of the work, which shall be such as to permit the entire work under this Contract to be begun and to proceed as rapidly as possible and such as to bring the several parts of the work to a successful completion at about the same time. If at any time before the commencement or during the progress of the work the materials and appliances used or to be used appear to the Engineer as insufficient or improper for assuring the quality of the work required, or the required rate of progress, he may order the Contractor to increase their efficiency or to improve their character, and the failure of the Engineer to demand any increase of such efficiency or improvement shall not release the Contractor from his obligation to secure the quality of work or the rate of progress specified. During freezing or inclement weather, no work shall be done except such as can be done satisfactorily and in a manner to secure first-class construction throughout. All work shall be done in such a manner as will properly protect and support existing permanent structures, pipe lines, etc. 13. INSPECTION: Inspectors shall be authorized to inspect all work done on materials furnished. Such inspections may extend to all parts of the work and to the preparation or manufacture of the materials to be used. In case of any dispute arising between the Contractor and the Inspector as to materials furnished or the manner of performing the work, the Inspector shall have the authority to reject material or suspend the work until the question at issue shall be referred to and decided by the Engineer. The Inspector shall not be authorized to revoke, alter, enlarge, relax or release any requirements of these Specifications, nor to approve or accept any portion of the work, nor to issue instmction contrary to the Plans and Specifications. The Inspector shall in no case act as foreman or perform other duties for the Contractor or interfere with the management of the work by the latter. Any advice, which the Inspector may give the Contractor, shall in no way be construed as binding the Engineer nor the Owner in any way nor releasing the Contractor from the fulfillment of the terms of the Contract. The Contractor shall be conclusively presumed to be acquainted with all existing conditions and to guarantee that all work and materials shall, upon final completion of the work, be turned over to the Owner in a complete and perfect condition and he shall be responsible for the proper care, maintenance and protection of all work and material until his entire Contract is completed and all work and materials found in good condition and accepted. The Contractor will be held responsible for the entire work until completed and accepted by the Engineer and the Owner. GC - 6 GENERAi~ CONI)ITIONS The Contractor shall, at all times, provide thc Owners, Engineer, assistants and inspectors undcr him with necessary facilities for determining both on the work and at the placcs of manufacmrc, that all work being perlbrmed and all materials being manul'actured am strictly in accord with the Contract. Until acceptance of work by the Owner, the Contractor shall be responsible tbr all damages to the work including action of the elements or any other cause whatsoever. The Contractor shall continuously and adequately protect the work against damage from any cause. 14. WAIVER: Neither the inspection by the Owner or Engineer or any part of their employees nor any order, tneasurement or certificate by the Engineer nor any order by the Owner for the payment of any money nor any payment for or acceptance of, the whole or any part of the work by the Engineer or the Owner nor any extension of time nor any possession taken by the Owner or its employees shall operate as a waiver of any provision of this Contract or of any power herein reserved to the Owner or any right to damages herein provided; nor shall any waiver of any breach of the Contract constitute a waiver of any subsequent breach. Any remedy provided in this Contract shall be construed as cumulative; that is in addition to each and every remedy herein provided. 15. WATER AND ELECTRIC POWER: All water and electric power supply for construction purposes must be provided by the Contractor. The cost shall be borne by the Contractor. 16. MACHINERY AND EQUIPMENT: All machinery, equipment, trucks and vehicles used in the prosecution of the work or in connection therewith, shall at all times be in proper working condition. The Contractor shall be responsible for curtailing noise, smoke, fumes or any other nuisance resulting from his operations. He shall, upon written notification from the Engineer, make any repairs, replacements, adjustments, additions, and fumish mufflers when necessary to fulfill these requirements. 17. MAINTENANCE: If, within one year from the date of issuance of the Final Certificate, any portion of the work shall, in the opinion of the Owner, require repairing, replacing, or rebuilding, the Contractor shall start such repairs within five (5) days after the receipt of notice from the Owner, and if the Contractor shall fail or neglect to start such repairs within the said five (5) days, the Owner may employ such other person or persons as they deem proper to make such repairs and pay the expense thereof out of any sum retained by them, provided nothing herein contained shall limit the liability of the Contractor or his Surety to the Owner for nonperformance of the Contractor's obligations at any time. 18. SCHEDULE OF OPERATIONS: Within 5 days after the signing of the Contract, the Contractor shall submit a proposed program of operations, showing clearly how he proposes to conduct the work so as to bring about the completion of his work within the time limit specified. This program shall outline the proposed sequence of operations, the rates of progress and the dates when his work will be sufficiently advanced to permit the installation of work under this Contract. GC - 7 (~ENEIIA I~ CONDITI()NS 19. RIGHT TO USE WORK: The Owner may cmer upon and use the whole or any portion o1' the work, which may be in condition to use any time previous to its final acceptance by the Owner. Such use shall nol constitute or be evideuce of acceptance by the Owner or the Engineer of the whole or any part of the material furnished or work performed under tl~e Contract. 20. NOTICE OF WARNING: If the Contractor shall fail to make prompt payment to persons supplying labor or materials for the work, or refuse or fail to supply enough properly skilled workmen or proper materials or refuse or fail to prosecute the work or any part thereof with such diligence as will insure its completion within the period herein specified (or any duly authorized extension thereof) or fail to complete the work within said period or fail or refuse to regard laws, ordinances, codes, instmctions of the Engineer, then the Engineer shall forward by registered mail to the Contractor, at the address given in the Contract, a Notice of Warning, and in the event the Contractor fails to comply with said Notice of Warning within five (5) days from receipt thereof, the Owner shall have the right to terminate the Contract. 21. WARNING SIGNS: Contractor shall provide and maintain proper luminous warning and detour signs where directed by the Engineer. Obstructions such as stored materials, equipment and excavations shall be marked with not less than two lights, which shall be not more than 4 feet apart. All lights shall be kept burning from one-half hour before sunset to until one-half hour after sunrise. 22. ACCIDENT PREVENTION: During the performance of the work, the Contractor shall exercise all reasonable precautions for the protection of persons and properly. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all other physical hazards shall be guarded in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America to the extent that such provisions are not inconsistent with Federal, State or Municipal laws or regulations. If any operation, practice or condition is deemed by the Engineer to be unsafe, he shall notify the Contractor in writing to take corrective action. Where, in the opinion of the Engineer, any operation, practice or condition shall be promptly discontinued and before the affected part of the work is resumed, remedial action taken. The Owner reserves the right to remedy any neglect on the part of Contractor as regards the protection of the work which may come to its attention, after 24 hours' notice in writing; except that in cases of emergency it shall have the right to remedy any neglect without notice, and in either case to deduct the cost of such remedy from money due the Contractor. Nothing in the foregoing paragraphs shall be construed as relieving the Contractor from full responsibility at all times for safe prosecution of the work. 23. DAMAGES: The Contractor shall pay and make good all losses or damages arising out of any cause connected with the Contract and shall indetrmify and save harmless the Owner from any and all claims and any and all liability or responsibility of every nature and kind for any loss, damage or GC - 8 (;ENi~RAI~ CONI)ITION$ il[jm'y which may be brought againsl tile Owner or any of its oflicers or ugents, by reason of. or conuected with tile work or materials fiu'nished under the Contract and shall pay all costs and expenses of every kind, characler, and natm'e whatever, occurring upon or arising ont of the Contract. 24. MAINTENANCE OF TRAFFIC: All work under this Contract is to be completed within the time indicated in the Contract Agreement or as extended by the Owner. If in the meantime it should become necessary, because of the lateness of the season, or any other reason to stop the work, the Contractor shall at his own expense, open proper drainage ditches, erect temporary structures where necessary, prepare the toads so there will be minimum interference with traffic, set tip and maintain a competent organization as directed by the Engineer, to keep the highways in first class condition for traffic, and take every precaution to prevent any damage or unreasonable deterioration of the work during the time it is closed. 25. FINAL SITE CLEARING: Before final payment will be approved, the Contractor shall prepare the construction areas as follows: All basins, manholes and pipe as constructed shall be cleaned free from accumulated constmction dirt, silt, form work, etc., and all proper restoration as called for in the items of the Specifications shall be complete in every detail. The Contractor shall clean all constmction areas free from accumulated forms, excavation fill, construction matehals and construction shanties. All areas shall be completed in every detail and shall be broom cleaned from excess dirt and materials. 26. PROTECTION OF LAND MARKERS~ TREES~ SHRUBS, AND PROPERTY: Wherever in the conduct of the work, a monument marking a point of public or private survey is encountered or brought to view by excavation, the fact shall at once be communicated to the Engineer. In no case shall the Contractor remove the same until the location for resetting shall have been made by the Engineer. All monuments or land markings exposed to view when the work is first undertaken shall be carefully preserved and the greatest care exemised to prevent injury to or disturbance of position of the same. The unit price of all items shall include the cost of restoring to its former condition any sidewalks or curbs, as well as restoring any trees, shrubs or lawns that may be damaged during this construction. No additional payment will be made. The Contractor is required at his own expense to obtain any and all permits for use of private property if he uses such property for storage, transportation or accomplishment of the work under the Contract. Private property shall be cleaned up neatly, any damage repaired and premises restored to their original condition. 27. PROTECTION OF UTILITIES: The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work, and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altering them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. GC - 9 GENERAI~ C¢)NDITIONS The Engineer shall dirccl the public utilily corporations to shil'l or remove Ihosc ulili(y slruclurcs that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. Tile Contrac(or shall no( remove or cause to be rcnloved, any structtn'e or par( of a structure owned by a public utility corporation without the approval of the Engineer. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right-of-way, to make it possible for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. 28. NO DAMAGES FOR DELAY: Notwithstanding any other provisions to this Contract, the Contractor agrees to make no claim for damages for delay in the performance of this Contract occasioned by any act of the Town or any of its representatives, and agrees that any snch claim shall be fully compensated for by an extension of time to complete performance of the work as provided herein. This provision shall not apply to any act or omission to act of the Town or any of its representatives, wherein the same is done in bad faith and with deliberate intent to delay the Contractor in the performance of this Contract. 29. RECORD KEEPING: The Contractor shall establish and maintain complete and accurate books, records, documents, accounts and other evidence directly pertinent to performance under this contract (hereinafter the "records"). The records must be kept for the balance of the contract term and for six (6) years thereafter. 30. SUBCONTRACTORS AND SUPPLIERS: Within five days after receipt from the Engineer of notice to begin work, the Contractor will furnish written notice of names of all subcontractors to be employed on the project and the general items of work to be done by them. Simultaneously, the Contractor shall furnish written notice of the names of suppliers of materials to be used on the project. The Owner may disapprove for good cause any subcontractor or material supplier selected by the Contractor by giving written notice of its disapproval within five (5) days after receiving the names of subcontractors and material suppliers, to the Contractor who shall thereupon promptly notify the Owner of the names of the subcontractor or material supplier selected in replacement which shall again be subject to approval by the Owner. 31. PENAL LAW: Attention is called to Section 1918 of the Penal Law as follows: Construction or blasting near pipes conveying combustible gas No person shall discharge explosives in the ground, nor shall any person other than a state or county employee regularly engaged in the maintenance and repair thereof excavate in any then existing street, highway, or public place, unless notice thereof in writing shall have been given at least seventy-two hours in advance to the person, corporation or municipality engaged in the distribution of gas in such territory. The person having direction or control of such work shall give such notice, and further he shall ascertain whether there is within one hundred feet in such street, highway or public place, or in the case of a proposed discharge of explosives within a radius of two hundred feet of such discharge, any pipe of any other person, corporation or municipality conveying combustible gas, and if thereby any such pipe, he shall also give such notice to any other such GC - 10 (,ENI A,~A I~ CONDI FIONS person, corporation or municipality. Provided, however, that in any emergency involving danger to life, health, or property it shall be lawfl~l to excavate without using explosives if the notices proscribed heroin are given as soon as reasnnably possible, and to discharge explosives to protect a person or persons fi'om an immediate and substantial danger of death or serious personal iqiury if such notices are given before any such discharge is undertaken. Any such work shall be performed in such manner as to avoid danger to any pipe conveying combustible gas. Any violation of the provisions of this section shall be a misdemeanor. GC- 11 CONI)ITIONS OF CONTIIACq 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. INDEX Contract Documents and Definitions Scope of the Work Compensation to be paid to the Contractor Time of Essence Commencement of Work Time of Completion Liquidated Damages for Delays Extension of Time. No Waiver Weather Contract Security Laws and Ordinances Qualifications for Employment Non-Discrimination Payment of Employees Estimates and Payments Acceptance of Final Payment Constitutes Release Construction Reports Inspection and Tests Plans and Specifications: Interpretations Subsurface Conditions Found Different Contractor's Title to Materials Superintendence by Contractor Protection of Work, Persons and Property Representations of Contractor Patent Rights Authority of the Engineer Changes and Alterations Correction of Work Weather Conditions The Owner's Right to Withhold Payments The Owner's Right to Stop Work or Terminate Contract Contractor's Right to Stop Work or Terminate Contract Responsibility for Work Use of Premises and Removal of Debris Suits of Law Power of the Contractor to Act in an Emergency Provisions Required by Law Deemed Inserted Subletting, Successor and Assigns General Municipal Law Clanse Grades, Lines, Levels, and Surveys Insurance Requirements Foreign Contractors Lien Law Refnsal to Waive Immunity Exemption from Sales and Use Tax CC- 1 CONI)ITIONS OF CONTRA(71 1. CONTRACT DOCUMENTS AND DEFINITIONS The Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, Gcncral Conditions, Specifications, Form of Contract, Construction Drawings, together with any Addenda, shall form part of tbis Contract. and the provisions thereof shall be as binding upon the parties hereto, as if they were herein fully set forth. The table of contents, titles, heading, headlines, and marginal notes contained heroin are solely to facilitate reference to various provisions of the Contract Documents and in no way affect, linfit or cast light upon the interpretation of the provisions to which they refer. Whenever the term "Contract Documents" is used, it shall mean and include the Notice to Bidders, Instructions to Bidders, Proposal Form, Conditions of Contract, General Conditions, Specifications, Form of Contract, Construction Drawings and any Addenda. In case of any conflict or inconsistency between the provisions of the Contract and those of the Specifications, the provisions of this Contract shall govern. Extra Work: The term "extra work", as used herein, refers to and includes all work required by the Owner, which in the judgement of the Engineer involves changes in or additions to work required by the Plans, Specifications and any Addenda in their present form and which is not covered by a specific unit price in the Form of Bid. Subcontractor: The term "subcontractor" shall mean any person, firm, or corporation supplying labor and material for work at the site of the project but not including the parties to this Contract. Notice: The term "notice", as used heroin, shall mean and include written notice. Written notice shall be deemed to have been duly served when delivered to, or at last known business address of, the person, firm or corporation for whom intended, or his, their, or its duly authorized agents, representatives, or officer, or when enclosed in a postage prepaid wrapper or envelope addressed to such person, firm or corporation at his, their or its last known business address and deposited in a United States mailbox. Directed, Required, Approved, Acceptable: Whenever they refer to the work or its performance, "directed", "required", "permitted", "ordered", "designated", "proscribed", and words of like import shall imply the direction, requirement, permission, order, designation or prescription of the Engineer, and "approved", "satisfied", or "satisfactory", "in the judgement of", and words of like import, shall mean approved, or acceptable to, or satisfactory to, or in the judgement of the Engineer. 2. SCOPE OF THE WORK The Contractor will furnish all plant, labor, materials, supplies, equipment and other facilities and things necessary or proper for, or incidental to, the work contemplated by this Contract as required by, and in strict accordance with the applicable Plans, Specifications and Addenda prepared by the Engineer and/or required by, and in strict accordance with, such changes as are ordered and approved pursuant to this Contract, and wilt perform all other obligations imposed on him by this Contract. CC - 2 (X)NI)ITIONS OF COlX 3. COMPENSATION TO BE PAID TO THE CONTRACTOR (a) Agreed Prices: It is understood and agreed thai the Contractm' will accept as payment in full the summation of products of the actual quantities in place upon the completion of the work, as determined by the Engineer's measurements, by the unit prices bid, no allowance being made for anticipated profit or for reasons of variations fi'om the estimated quantities set fotnth in the Form of Bid. (b) Extra Work: The Owner may, at any time, by a written order and without notice to the Sureties, require the performance of such extra work or changes in the work as it may find necessary or desirable. The amount of compensation to be paid to the Contractor for any extra work, as so ordered, shall be determined as follows: 1) By such applicable unit prices, if any, as set forth in the Contract; or 2) If no such unit prices are set forth, then by unit price or by a lump sum mutually agreed upon by the Owner and the Contractor; or 3) If no such unit prices are so set forth and if the parties cannot agree upon unit prices or a lump sum; then by actual net cost in money to the Contractor of the materials, permits, wages of applied labor, premiums for Workmen's Compensation Insurance, payroll taxes required by law, rental for plant and equipment used (excluding small tools) to which total cost will be added twenty (20) pement as full compensation for all other items of profit, costs and expenses, including administration, overhead, superintendence, insurance, insurance other than Workmen's Compensation Insurance, materials used in temporary structures, allowances made by the Contractor to subcontractors, additional premiums upon the performance bond of the Contractor and the use of small tools. 4. TIME OF ESSENCE INASMUCH AS THE PROVISIONS OF THIS CONTRACT RELATING TO THE TIME OF PERFORMANCE AND COMPLETION OF THE WORK ARE FOR THE PURPOSE OF ENABLING THE TOWN TO PROCEED WITH THE CONSTRUCTION OF A pLTBLIC IMPROVEMENT IN ACCORDANCE WITH A PREDETERMINED PROGRAM, SUCH PROVISIONS ARE OF THE ESSENCE OF THIS CONTRACT. 5. COMMENCEMENT OF WORK The Contractor agrees that he will commence work immediately on and not later than ten (10) days after signing of the Contract. 6. TIME OF COMPLETION The time of completion of the entire contract work shall be TWELVE {12} WEEKS from the date the contract is signed by all parties. The date of such completion shall be the date of the Certification of Completion herein specified. The entire work must be satisfactorily completed so that the project improvements are available to the Town for use. CC - 3 CONDITIONS OF CONTRA; The Owner reserves the right to order the Contractor 1o suspend operations, when in the opinion of the Engineer, improper weather conditions make such action advisable, and to ordcr the Contractor to resume operations when weather and ground conditions permit. The days during which such suspension of work is in force are not chargeable against thc specified co~npletion date. 7. LIQUIDATED DAMAGES FOR DELAYS The time limit being essential to and of the essence of this Contract, the Contractor hereby agrees that the Owner shall be, and is hereby authorized to deduct and retain out of the money which may be due or may become due to said Contractor under this agreement, the sum of One Hundred Dollars ($100.00) per day which amount is hereby agreed upon, fixed and determined by the parties hereto as the liquidated damages, including overhead charges, services, inspector's wages and interest on the money invested, that the Owner will suffer by mason of such default, for each and every day during which the aforesaid work may be incomplete over and beyond the time heroin stipulated for its completion in 6 - Time of Completion, provided, however, that the Owner shall have the right to extend the time for the completion of said work. 8. EXTENSIONS OF TIME. NO WAIVER If the Contractor shall be delayed in the completion of his work by mason of unforeseeable causes beyond his control and without his fault or negligence, including but not restricted to, acts of God or of the public enemy, rims, floods, epidemics, quarantine restrictions, strikes, riots, civil commotion's or freight embargoes, the period herein above specified for completion of his work shall be extended by such time as shall be fixed by the Owner. No such extension of time shall be considered a waiver by the Owner of its right to terminate the Contract for abandonment or delay by the Contractor as hereinafter provided, or relieve the Contractor from full responsibility for performance of his obligations hereunder. 9. WEATHER During unsuitable weather, all work must stop when such work would be subject to injury and the Contractor shall transfer his men and materials to those parts of the work where weather conditions will not have any effect on the workmanship. The Contractor shall not be entitled to any damages on account of such damages or suspension, and he must protect any work that might be injured by the elements and make good any work that is injured. 10. CONTRACT SECURITY (a) The Contractor shall furnish a Performance Bond, or other acceptable security, equal to one hundred percent (100%) of the amount of the bid as security for the faithful performance of the Contract, and for the payment of all persons performing labor or furnishing materials in connection with this Contract. The Performance Bond shall be written so as to remain in full rome and effect as a maintenance bond for a period of not less than one (1) year after the date of acceptance of the work by the Engineer. CC - 4 CONI)ITION~ OF CONTR~ (b) Additional or Substitute Bond: 11' itt any lime the Owner shall be or become dissatisfied with any surety or sureties, or if lk)r any other reason such bond shall cease to be adequate security to the Owner, the Contractor shall within five (5) days after uotice fi'om the Owner to do so, substitute an acceptable bond in such form and stub and signed by such other surety as may be satisfactory to the Owner. The premiums on such bonds shall be made until the new surety shall have been qualified. 11. LAWS AND ORDINANCES In the execution of the Contract, the Contractor shall comply and obey all federal, state, county and local laws, ordinances, codes and regulations relating to the performance of the Contract, including but not limited to, labor employed thereon, materials supplied, obstructing streets and highways, maintaining signals, storing, handling and use of explosives and all other general ordinances and state statutes affecting him or his employees or his work hereunder in his relations with the Municipality or any other persons, and also all laws, codes, ordinances controlling or limiting the Contractor while engaged in executing the work under the Contract. As a condition of the Contract, the Contractor shall and does hereby agree to comply with all requirements of the labor laws of the State of New York. The Contractor shall comply with the provisions of Sections 291- 299 of the Executive Law and Civil Rights Law, shall furnish all information and reports deemed necessary by the State Commission for Human Rights, the Attorney General and the Industrial Commissioner for purposes of investigation to ascertain compliance with such sections of the Executive Law and Civil Rights Law. The Contract may be forthwith cancelled, terminated or suspended, in whole or in prat, by the contracting agency upon the basis of a finding made by the State Commission for Human Rights that the Contractor has not complied with these laws. The Contractor hereby expressly agrees to comply with all the provisions of the Labor Law and any and all amendments thereto, insofar as the same are applicable to this Contract. The Labor Law, as amended, provides that no laborer, workman or mechanic in the employ of the Contractor, subcontractor or other person doing or contracting to do the whole or a part of the work contemplated by this Contract, shall be permitted or required to work more than eight (8) hours in any one (1) calendar day, except in cases of extraordinary emergency caused by fire, flood or danger to life or property; that no such person shall be employed more than eight (8) hours in any day or more than five (5) days in any week expect in such emergency; that the wages to be paid for a legal day's work as herein before defined, to laborers, workmen or mechanics upon the work called for under this Contract or upon any material used upon, or in connection therewith, shall not be less than the prevailing rate for a day's work in the same trade or occupation in the locality within the state where such work is to be done and each laborer, workman or mechanic employed by the Contractor, subcontractor or other person about or upon the work shall be paid the wages herein provided; that employees engaged in the construction, maintenance, and repair of highways and in water works construction outside the limits of cities CC - 5 {-X)NI)ITIONS OF C()~ and villages are no longer exempt from the provisions of the Labor Law which require tile payment of the prevailing rate of wages and tile eight (8) hotn' clay. Section 222 of the Labor Law, as amended by Chapters 556 and 557 of the Laws of 1933, provides that preference in employment shall be given to citizens of the State of New York who have been residents of Suffolk County lBr at least six (6) consecutive months immediately prior to the commencement of their employment. Each person so employed shall furnish satisfactory proof of residence in accordance with rules adopted by the Industrial Commissioner. Persons other than citizens of the State of New York shall be employed only when such citizens are not available. Section 222 further provides that upon the demand of the State Industrial Commissioner, the Contractor shall furnish a list of names and addresses of all his subcontractors and further provides that a violation of this section shall constitute a nfisdemeanor and shall be punishable by a fine of not less than Fitly Dollars ($50.00) nor more than Five Hundred Dollars ($500.00) or by imprisonment for not less than thirty nor more than ninety days, or both fine and imprisonment. Section 220-A of the Labor Law, as amended by Chapter 472 of the Laws of 1932, provides that before payment is made by or on behalf of the State of any city, county, town or village or other civil division of the state of any sums due on account of a contract for a public improvement, it is the duty of the Comptroller or the financial officer of the Municipal Corporation to require the Contractor and each and every subcontractor to file a certified statement in writing, in satisfactory form, certifying to the amounts then due and owing to any and all laborers for daily or weekly wages on account of labor performed upon the work of the Contractor, setting forth therein the names of the persons whose wages are unpaid and the amount due each respectively. Section 220-B of the Labor Law, as so amended, provides that any interested person who shall have previously filed a protest in writing objecting to the amounts due or to become due to him for daily or weekly wages for labor performed on the public improvement for which the Contract was entered into, or if for any reason, it may be deemed advisable, the Comptroller of the State or financial officer of the Municipal Corporation may deduct from the whole amount of any payment on account thereof of the sums or sum admitted by any contractor or subcontractor in such statement or statements so filed to be due and owing by him on account of labor performed and may withhold the amount so deducted for the benefit of the laborers for dally or weekly wages, whose wages are unpaid as shown by the verified statements filed by any contractor or subcontractor and may pay directly to any person the amount or amounts so shown to be due for such wages. Section 220-C of the Labor Law, as so amended, provides the penalty for making of a false oath or verification. Section 220-D of the Labor Law provides that the advertised Specifications for every contract for the construction, reconstruction, maintenance and/or repair of highways to which the State, county, town and/or village is a party shall contain a provision stating the minimum rate of hourly wage that can be paid, as shall be designated by the Industrial Commissioner, to the laborers employed in the performance of the Contract either by the Contractor, subcontractor or other person doing or contracting to do the whole or part of the work contemplated by the CC - 6 CONI)ITION$ OF CONTRA( Contract. and the Contract shall conlain a stipulation that such laborers shall bc paid not less than such hom'ly minimum rate of wage. Any person or corporation that willfully pays, after entering intn such Contract, less than such stipulated minimun~ hourly wage scale shall be guilty of a misdemeanor and upon conviction, shall be punished fbr a first offense by a fine of Five Hundred Dollars ($500.00) or by imprisonment for nol more than thirty (30) days, or both by fine and imprisonment; for a second offense by a fine of One Thousand Dollars ($1,000.00) and in addition thereto, the Contract on which the violation has occurred shall be forfeited, and no such person or corporation shall be entitled to receive any sum nor shall any officer, agent or employee of the State pay the same or authorize its payment fi'om the funds under his charge or control to any person or corporation for work done upon any contract, on which the Contractor has been convicted of second offense in violation of the provisions of this section. The minimum wage rates established by the Industrial Commissioner, State of New York, for this Contract are set forth herein above as part of "Instructions to Bidders". 12. QUALIFICATIONS FOR EMPLOYMENT No person under the age of sixteen (16) years and no person currently serving sentence in a penal or correctional institution shall be employed to perform any work on the project under this Contract. No person whose age or physical condition is such as to make his employment dangerous to his health or safety or to the health or safety of others, shall be employed to perform any work on this project; provided, however, that such restrictions shall not operate against the employment of physically handicapped persons, otherwise employable, where each person may be safely assigned to work which they can ably perform. 13. NON-DISCRIMINATION There shall be no discrimination because of race, creed, color, national origin, age or sex in the employment of persons for work under this Contract, whether performed by the Contractor or any subcontractor. Neither shall the Contractor and subcontractor or any person acting on behalf of the Contractor or subcontractor discriminate in any manner against or intimidate any employee hired for the performance of work under this Contract on account of race, creed, color, national origin, age or sex. There may be deducted from the an~tount payable to the Contractor by the Owner under this Contract a penalty of Five Dollars ($5.00) for each person for each calendar day during which such person was discriminated against or intimidated in violation of the provisions of this paragraph; provided that for a second or any subsequent violation of the terms of this paragraph, this Contact may be canceled or terminated by the Owner and all monies due or to become due hereunder ~nay be forfeited. 14. PAYMENT OF EMPLOYEES The Contractor and each of his subcontractors shall pay each of his employees engaged in work on the project under this Contract in full (less deductions made mandatory by law) in cash (or any agreed upon method by the Employee) and not less often than once each week. CC - 7 CONI)ITIONS OF CONTRAC'I 15. ESTIMATES & PAYMENTS (a) Monthly: At the end of each calendar month during the progress of the work, the Engineer shall make an approximate estimate of the work satisfactorily done, based upon the prices set forth in the Proposal Form. In consideration of the work done, the Owner will pay or cause to be paid to the Contractor the amount estimated by the Engineer as due him less five (5) percent. The making of any such estimate or payment made thereon shall not be taken or construed as an acceptance by the Owner of any work so estimated and paid for. The five percent (5%) of the amount of the monthly estimate remaining unpaid will be retained by the Owner as a guarantee that the Contractor will faithfully and completely ftdfill all obligations imposed by the Contract and Specifications, and against any damages caused the Owner by reason of any failure on the part of the Contractor to fulfill all conditions and obligations heroin contained. (b) Final Estimate: One month after the completion and acceptance of the work specified and contracted for, the Engineer will make a final estimate of all the work done. Thereafter, the Owner will pay the full amount, less prior payments, less any amounts retained to complete the work according to the provisions of the Specifications, less any money paid by the Owner by reason of said Contractor having failed to carry out faithfully and completely ail the obligations and requirements heroin contained. Upon final settlement, according to the conditions heroin specified and not until such settlement shall have been made, will the Contractor be relieved from the obligations assumed in the Contract. (c) Measurement for Payment: The Engineer shall make due measurement of work done during the progress of the work and his estimate shall be final and conclusive evidence of the amounts of work performed by the Contractor under, and by virtue of, this agreement and shall be taken as full measure of compensation to be received by the Contractor. When requested by the Contractor, the Engineer shall measure, mmeasure or m-estimate any portion of the work, but the expense of such mmeasumment or m-estimating shall, unless material error be proved, be paid for by the Contractor. (d) No payments will be made for materials delivered to the site which have not been incorporated into the work. (e) Contractors and subcontractors are required to submit to the Town, within thirty days after issuance's of the first payroll, and every thirty days thereafter, a transcript of the original payroll record, subscribed and affirmed as true under the penalties of perjury. 16. ACCEPTANCE OF FINAL PAYMENT CONSTITUTES RELEASE The acceptance by the Contractor of the final payment shall be, and shall operate as a release to the Owner from all claims and all liabilities to the Contractor for all the things done or fumished in connection with this work and for every act and neglect of the Owner and others relating to or arising out of, this work, excepting the Contractor's claims for interest upon the final payment, if this payment be improperly delayed. No payment, however, final or otherwise, shall operate to CC - 8 CONI)ITIONS OF CONTRAC'~ reJease the Contractor or his sureties fi'om any obligathms under this Contract or the Perlbm~ance Bond. 17. CONSTRUCTION REPORTS The Contractor shall submit to the Engineer prior to commencing any work under this Contract, a detailed schedule and plan of operations indicating the manner in which the Contractor proposes to prosecute the work and a time schedule therefor. Such schedules are not intended to bind the Contractor to a pre-determined plan or procedure, but rather to enable the Engineer to coordinate the work of the Contractor with work required of, and to be performed by others. The detailed schedule shall include a list of the subcontractors and material suppliers he proposes to use on the work. The Contractor shall furnish the Engineer with periodic estimates for partial payments as required elsewhere in the Contract Documents, and in addition thereto will fumish the Engineer with a detailed estimate for final payment. Prior to being eligible to receive the final payment under this Contract, the Contractor shall furnish the Engineer with substantial proof that all bills for services rendered and materials supplied have been paid. The enumeration of the above reports in no way relieves the Contractor of his responsibility under existing Federal or State Laws of filing such other reports with agencies as may be required by such existing laws or regulations. 18. INSPECTION AND TESTS All material and workmanship shall be subject to inspection, examination and test by the Engineer at any time during the construction and at any and all places where manufacturing of materials used and/or construction is carried on. Without additional charge, Contractor shall furnish promptly all reasonable facilities, labor and materials necessary to make any tests required by the Engineer and/or required by the Specifications. ff at any time before final acceptance of the entire work, the Engineer considers necessary or advisable an examination of any portion of the work already completed, by removing or tearing out the same, the Contractor shall upon request, furnish promptly all necessary facilities, labor and materials for such examination. If such work is found to be defective in any material respect, due to the fault of the Contractor or any subcontractor, or if any work shall be covered over without the approval or consent of the Engineer, whether or not the same shall be defective, the Contractor shall be liable for the expense for such examination and of satisfactory reconstruction. If, however, such approval and consent shall have been given and such work is found to meet the requirements of this Contract, the Contractor shall be recompensed for the expense of such CC - 9 (~ONDITIONS OF C()NTRACI~ exalnillatio~l and reconstmclion m the manner herein provided for the paymen~ of cost of exlra work. The selection of laboratories and/or agencies for the inspection and tests of supplies, materials or equipment shall be subject to the approval of or designated by the Owner. Satisfactory docnmentary evidence that the material has passed the required inspection and tests must be furnished to the Engineer prior to the incorporation of the material in the work. Any rejected work will be removed from the site of the project completely at the expense of the Contractor. 19. PLANS AND SPECIFICATIONS: INTERPRETATIONS The Contractor shall keep at the site of the work one copy of the Plans and Specifications signed and identified by the Engineer. Anything shown on the Plans and not mentioned in the Specifications or mentioned in the Specifications and not shown in the Plans shall have the same effect as if shown or mentioned in both. In case of any conflict or inconsistency between the Plans and Specifications, the Specifications shall govern. Any discrepancy between the figures and drawings shall be submitted to the Engineer whose decision thereon shall be conclusive. 20. SUBSURFACE CONDITIONS FOUND DIFFERENT Should the Contractor encounter subsurface conditions at the site materially differing from those shown on the Plans or indicated in the Specifications, he shall immediately give notice to the Engineer of such conditions, before they are disturbed; the Engineer shall thereupon promptly investigate the conditions and if he finds that they materially differ from those shown on the Plans or indicated on the Specifications, he shall at once make such changes in the Plans and/or Specifications as he may find necessary. Any increase or decrease of cost resulting from such changes will be adjusted in the manner provided herein for adjustment as to extra and/or additional work and changes. 21. CONTRACTOR'S TITLE TO MATERIALS No materials or supplies for the work shall be purchased by the Contractor or any subcontractor subject to any chattel mortgage or under a conditional sale or other agreement by which an interest is retained by the seller. The Contractor warrants that he has good title to all materials and supplies used by him in the work. 22. SUPERINTENDENCE BY CONTRACTOR At the site of the work, the Contractor shall give his constant, personal attention to the work or employ a construction superintendent or foreman who shall have full authority to act for the Contractor. It is understood that such representative shall be acceptable to the Engineer and shall be one who can be continued in that capacity for the particular job involved unless he ceases to be on the Contractor's payroll. The Contractor's superintendent and foreman must be able to read and speak the English language. CC- 10 CONDITIONS OF CONTRA(q~ 23. PROTECTION OF WORK, PERSONS AND PROPERTY Precaulion shall be exercised at all times for the proper protection of all persons, property and work. The Contractor shall give notice to the owners of utilities which may serve the area and request their assistance in predetermining the location and depth of various pipes, conduits, manholes, and other underground facilities. The safety provisions of applicable laws, building and construction codes shall be observed. Machinery, equipment and all hazards shall be guarded or eliminated in accordance with the safety provisions of the Manual of Accident Prevention in Construction published by the Associated General Contractors of America. to the extent that such provisions are not in contravention of applicable law. The Contractor shall furnish entirely at his own expense any and all additional safety measures deemed necessary by the Owner or his Engineer to adequately safeguard the traveling public. The Contractor shall, at all hours of the day, safely guard and protect his own work and adjacent property from any damage and shall replace or make good any such damage, loss or injury, unless such be caused directly by errors contained in the Contract Documents, or by the Owner or its duly authorized representatives. The Contractor shall provide and maintain such watchmen, barriers, lights, flares and other signals at his own expense, as will effectively prevent any accident in consequence of his work for which the Owner might be liable. The Contractor shall be liable for all injuries or damage caused by his act or neglect, or that of his employees. The Contractor shall take particular care to avoid the blocking of fire hydrants, fire alarm boxes, letterboxes, traffic signals or other visible devices maintained for the use of the public. 24. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That he is financially solvent and that he is experienced in, and competent to, perform the type of work involved under this Contract and able to furnish the plant, materials, supplies and/or equipment to be furnished for the work; and (b) That he is familiar with ali Federal, State and Municipal Law, ordinances and regulations which may in any way affect the work of those employed hereunder, including but not limited to any special acts relating to the work; and (c) That such work required by these Contract Documents as is to be done by him can be satisfactorily constructed and used for the purpose for which is intended and that such construction will not injure any person or damage any property; and (d) That he has carefully examined the Plans, Specifications and the site of the work, and that from his own investigations he has satisfied himself as to the nature and location of the work, the character, location, quality and quantity of surface and subsurface materials, structures and utilities likely to be encountered, the character of equipment and other facilities needed for the CC- 11 CONI)H'IONS ()F C()NTRAC'I~ pcrtbrmance of the work, the general local conditions which may in any way affect the work or its performance. 25. PATENT RIGHTS As part of his obligation hereunder and without any additional compensation, the Contractor will pay for any patent fees or royalties required in respect to the work or any part thereof and will fully indemnify the Owner or his Engineer for any loss on account of any infringement of patent fights unless prior to his use in the work a particular process or a product of a particular manufacturer he notifies the Engineer in writing that such process or product is an infi'ingement of a patent. 26. AUTHORITY OF THE ENGINEER In the performance of the work, the Contractor shall abide by all orders and directions and requirements of the Engineer and shall perform work to the satisfaction of the Engineer, at such time and places, by such methods, and in such manner and sequence as he may require. The Engineer shall determine the amount, quality, acceptability, and fitness of all parts of the work, shall interpret the Plans, Specifications, Contract Documents and any extra work orders and shall decide all other questions in connection with the work. Upon request, the Engineer shall confirm in writing any oral orders, directions, requirements or determinations. The enumeration heroin or elsewhere in the Contract Documents of particular instance in which the opinion, judgement, discretion or determination of the Engineer shall control or in which work shall be performed to his satisfaction or subject to his approval or inspection, shall not imply that only matters similar to those enumerated shall be so governed and performed, but without exception all the work shall be governed and so performed. 27. CHANGES AND ALTERATIONS The Owner, upon the Engineers recommendation, reserves the right to make alterations in location, line, grade, plan, form or dimensions of the work, or any part thereof, either before or after the commencement of construction. If such alterations diminish the amount of work to be done, no claim for damages or anticipated profits will be warranted on the work, which may be dispensed with. If such alterations increase the amount of work, such increases shall be paid for according to the quantity of work actually done and at the prices for such work as contained in the schedule of prices. 28. CORRECTION OF WORK All work and all materials ~vhether incorporated into the work or not, all processes of manufacture and all methods of construction shall be at all times and places subject to the inspection of the Engineer who shall be the final judge of quality, materials, processes of manufacture and methods of construction suitable for the purpose for which they are used. Should they fail to meet his approval, they shall be forthwith reconstructed, made good and replaced and/or corrected as the case inay be, by the Contractor, at his own expense. CC- 12 CONI)ITIONS O1,' CONTRA(q~ If, m the opinion of thc Engineer, il is not desirable to rcplace auy del~ctive or damaged materials or to reconstruct or correct any portion of the work injured or not performed in accordance with the Contract Documents, thc compensation to be paid to the Coutractor hereunder shall be reduced by such amount as in the .judgement of Ihe Engineer shall be equitable. The Contractor expressly warrants that his work shall be flee from any defects in materials or workmanship and agrees to correct any defects, which lnay appear within one year following the final completion of the work. Neither the acceptance of the completed work nor payment therefor shall operate to release the Contractor or his snmties from any obligations tinder or npon this Contract or the Performance Bond. 29. WEATHER CONDITIONS In the event of temporary suspension of work or during inclement weather or whenever the Engineer shall direct, the Contractor will, and will cause his subcontractors to protect carefully his and their work and materials against damage or injury from the weather. If in the opinion of the Engineer any work or material shall have been damaged or injured by reason of failure on the part of the Contractor or any of his subcontractors to protect his or their work, such work and materials shall be removed and replaced at the expense of the Contractor. 30. THE OWNER'S RIGHT TO WITHHOLD PAYMENTS The Owner may withhold from the Contractor so much of any approved payments due him as may, in the judgement of the Owner, be necessary: (al To assure the payment of just claims then due and unpaid of any persons supplying labor or materials for the work; (b) To protect the Owner from loss due to defective work not remedied; or (c) To protect the Owner from loss due to injury to persons or damage to the work or property of other contractors or subcontractors or others, caused by the act or neglect of the Contractor or any of his subcontractors. The Owner shall have the right, as agent for the Contractor to apply such amounts so withheld in such manner as the Owner may deem proper to satisfy such claims or to secure such protection. Such applications of such money shall be deemed payments for the account of the Contractor. 31. THE OWNER'S RIGHT TO STOP WORK OR TERMINATE CONTRACT (a) The Contractor shall be adjudged bankrupt or make an assignment for the benefit of creditors; or (b) A receiver or liquidator shall be appointed for the Contractor for any of his property and shall not be dismissed within 20 days after such appointment, or the proceedings in connection CC - 13 CONI)ITIONS OF CONTRAC'I~ therewith shall nol be stayed on appeal within the said 20 days: or (c) The Contractor shall refuse or fail, after notice or warning fi'om thc Engineer, to supply enough properly skilled workmen or proper materials; or (d) The Contractor shall refuse or fail to prosecute the work or any prat thereof with such diligence as will insure its completion within the periods heroin specified (or any duly authorized extension thereof) or shall fail to complete the work within said periods; or (e) The Contractor shall fail to make prompt paHnents to persons supplying labor or materials for the work; or (f) The Contractor shall fail or refuse to regard laws, ordinances or the instructions of the Engineer or otherwise be guilty of a substantial violation of any provisions of this Contract; then and in any such event, the Owner, without prejudice to any other rights or remedy it may have, may by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and his rights to proceed either as to the entire work or (at the option of the Owner) as to any portion thereof as to which delay shall have occurred, and may take possession of the work and complete the work by contract or otherwise, as the Owner may deem expedient. In such case, the Contractor will not be entitled to receive any further payment until the work is finished, ff the unpaid balance of the compensation to be paid the Contractor hereunder shall exceed the expense of so completing the work (including compensation for additional managerial, administrative and inspection services and any damages for delay), such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor and his sureties shall be liable to the Owner for such excess. If the right of the Contractor to proceed with the work is so terminated, the Owner may take possession of and utilize in completing the work, such materials, appliances, supplies, plant and equipment as may be on the site of the work and necessary thereof. If the Owner does not so terminate the right of the Contractor to proceed, the Contractor shall continue to work. 32. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT If the work shall be stopped by order of the Court or other public authority for a period of three (3) months without act or fault of the Contractor or any of his agents, servants, employees or subcontractors, the Contractor may, upon ten (10) days notice to the Owner, discontinue his performance of the work and/or terminate the Contract; in which event, the liability of the Owner to the Contractor shall be determined as provided in Paragraph 31. The Contractor shall not be obligated to pay to the Owner any excess of the expense of completing the work over the unpaid balance of the compensation to be paid to the Contractor hereunder. 33. RESPONSIBILITY FOR WORK The Contractor agrees to be responsible for the entire work embraced in this Contract until its completion and final acceptance, and that any unfaithful or imperfect work that may become damaged from any cause either by act of commission or omission to properly guard and protect the work that may be discovered at any time before the completion and acceptance shall be CC- 14 CONDITIONS OF CONTR/ removed and replaced by good and satisfi~ctory work without any charge to the Owner, and that such removal and replacement will be performed immediately on the requirement of the Engineer, notwithstanding the fact that it may have been overlooked by the proper inspector, and partial payment made thereon. Il is fully understood by the Contractor that the inspection of the work shall not relieve him of any obligation to do sound and reliable work as herein prescribed, and that any omission to disapprove any work by the Engineer at or before the time of partial payment or other estimate shall not be construed to be acceptance of any defective work. 34. USE OF PREMISES AND REMOVAL OF DEBRI~ The Contractor expressly undertakes at his own expense: (a) To store his apparatus, materials, supplies and equipment in such orderly fashion at the site of the work as will not unduly interfere with the progress of his work or the work of any of his subcontractors; (b) To frequently clean up all refuse, mbbish, scrap materials and debris caused by the operations to the end that at all times, the site of the work shall present a neat, orderly and workmanlike appearance; (c) Before final payment hereunder to remove all surplus material, temporary structures, plants of any description and debris of every nature resulting from his operations. 35. SUITS OF LAW The Contractor shall indemnify and save harmless the Owner from and against all suits, claims, demands or actions for any injury sustained or alleged to be sustained by any party or parties in connection with the construction of the work or any part thereof, or any commission or omission of the contractor, his employees or agents of any subcontractor, and in case of any such action shall be brought against the Owner, the Contractor shall immediately take charge of and defend the same at his own cost and expense. 36. POWER OF THE CONTRACTOR TO ACT IN AN EMERGENCY In case of an emergency, which threatens loss or injury to property and/or safety of life, the Contractor will be permitted to act as he sees fit without previous instructions from the Engineer. He shall notify the Engineer thereof immediately and any compensation claimed by the Contractor due to extra work made necessary because of his acts in such emergency shall be submitted to the Engineer for approval. Where the Contractor has not taken action but has notified the Engineer of an emergency indicating injury to persons or damage to adjoining property or to the work being accomplished under this Contract, then upon authorization from the Engineer to prevent such threatened injury or damage, he shall act as instructed by the Engineer. The amount of reimbursement claimed by the Contractor on account of any such action shall be determined in the manner provided herein for the payment of extra work. CC - 15 CONDITIONS OF CONTRAC~ 37. PROVISIONS REQUIRED BY LAW DEEMED INSERTED Each and every provision of law and clause required by law to be insertcd in this Contract shall be deemed to be inserted herein and the Contract shall read and be enforced as though it were included herein, and if through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon the application of either party the Contract shall be forthwith be physically amended to make such insertion. 38. SUBLETTING, SUCCESSOR AND ASSIGNS The Contractor shall not sublet any part of the work under this Contract nor assign any money due him hereunder without first obtaining the written consent of the Owner. This Contract shall insure the benefit of and shall be binding upon the parties hereunder and upon their respective successors and assigns, but neither party shall assign or transfer his interest herein in whole or in part without consent of the other. 39. GENERAL MUNICIPAL LAW CLAUSE Pursuant to the provisions of Section 103-a of the General Municipal Law, in the event that the Bidder or any member, partner, director or officer of the Bidder, should refuse, when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or any public Department, agency or official of the State or of any political subdivision thereof or of a public authority, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm, partnership, or corporation of which he is a member, partner, director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public Department, agency or official thereof for goods, work or services for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public Department, agency or official thereof on or after the first day of July, 1959, by such person, and by any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without incurring any penalty or damages on account of such cancellation or termination, but any monies owing by the municipal corporation for goods delivered or work done prior to the cancellation or termination shall be paid. 40. GRADES~ LINES~ LEVELS AND SURVEYS The Engineer shall furnish the Contractor with the basic horizontal and vertical controls from which the Contractor shall transfer and stake his lines and grades and for their accuracy. The Engineer will establish the basic horizontal and vertical controls at the start of the work, and it shall be the responsibility of the Contractor to safeguard such controls; and if, in the opinion of the Engineer, these controls are damaged or destroyed either in whole or in part, the Contractor shall pay the cost of having the damaged controls verified, checked, corrected or replaced. CC- 16 CONDITIONS OF CONTRAC~I~ 41. INSURANCE REQUIREMENTS The Contractor shall not commence work nntil the Town has approved all the insurance required under this Contract as required immediately following the Instructions to Bidders. Additionally, the Cont,'actor shall indemnify and save harmless the Town of Southold from and against all losses and all claims, demands, payments, suits, actions, recoveries and judgments of every kind or nature, brought or recovered against the Town of Southold by reason of any act or omission of the Contractor, his agent or employees in the performance of the Contract. The Contractor shall not pemfit any subcontractor to commence any work under this contract until satisfactory proof of carriage of the required insurance has been posted with and approved by the Town. 42. FOREIGN CONTRACTORS Foreign Contractors must comply with the provisions of Articles 9A and 16 of the Tax Law, as amended, prior to submission of a bid for the performance of this work. The certificate of the New York State Tax Commission to the effect that all taxes have been paid by the foreign contractor shall be conclusive proof of the payment of taxes. The term "foreign contractor" as used in this subdivision means in the case of an individual, a person who is a legal resident of another state or foreign country; and in the case of a foreign corporation, one organized under the laws of a state other than the State of New York. 43. LIEN LAW. Attention of all persons submitting bids is specifically called to the provisions of Section 25, Subdivision 5, Section 25A and 25B of the Lien Law, as amended, in relation to funds being received by a contractor for a public improvement declared to constitute trust funds in the hands of such Contractor to be applied first to the payment of certain claims. 44. REFUSAL TO WAIVE IMMUNITY Pursuant to the provisions of Section 103-A of the General Municipal Law, in the event that the bidder or any member, partner, director or officer of the bidder, should refuse when called before a grand jury to testify concerning any transaction or contract had with the State, any political subdivision thereof, a public authority or with any public department, agency or official of the State or of any political subdivision thereof or of an authohty, to sign a waiver of immunity against subsequent criminal prosecution or to answer any relevant question concerning such transaction or contract, such person, and any firm, partnership or corporation of which he is a member, partner, firm director or officer shall be disqualified from thereafter selling to or submitting bids to or receiving awards from or entering into any contracts with any municipal corporation or any public department, agency, or official thereof, for goods, work or services, for a period of five (5) years after such refusal, and any and all contracts made with any municipal corporation or any public department, agency, or official thereof on or after the first day of July, 1959, by such person and any firm, partnership or corporation of which he is a member, partner, director or officer may be cancelled or terminated by the municipal corporation without CC - 17 ( ONI)ITIONS OF CONTRAC'IO incurring any penalty or damages O11 account of such cancellation or lermination, bLll any monies owing by the municipal corporation for goods delivered or work done prior Io the cancellation or termination shall be paid. 45. EXEMPTION FROM SALES AND USE TAXES In accordance with Chapter 513 of the laws of 1974 adopted by the New York State Legislature, amending Section 1115 (a) of the tax law, specifically paragraphs 15 and 16, political subdivisions, as described in subdivision (a) paragraph (L) of section I 116 of the tax laws, of the State of New York are exempt from the payment of sales and use taxes imposed on tangible personal property within the limitations specified in tax law 1115 (a) (15) and (16). (15) Tangible personal property sold to a contractor, subcontractor or repaitrnan for use in erecting a structure or building of an organization described in subdivision (a) of section 1116, or adding to, altering or improving real property, property or land of such an organization, as the terms real property, property and land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such stmcture, building or real property. (16) Tangible personal property sold to a contractor or repairman for use in maintaining, servicing or repairing real property, or land of an organization described in subdivision (a) of section 1116, as the terms real property, property or land are defined in the real property tax law; provided, however, no exemption shall exist under this paragraph unless such tangible personal property is to become an integral component part of such structure, building or real property. Contractors entering into Contract with the Town of Southold shall be exempt from payment of sales and use tax as described above. Procedures and forms are available to the Contractor direct from the Instructions and Interpretations Unit, State of New York, Department of Taxation and Finance, State Campus, Albany, New York, 12227. CC - 18 Town of Southold SOUTHOLD TOWN RECREATION CENTER IMPROVEMENTS PROPOSAL PACKAGE BID OPENS: TBD REMINDER NOTE!!!: VENDORS MUST RETURN THIS DOCUMENT INTACT AND FILLED OUT COMPLETELY!! (Do Not Sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of contract.) All line items on the Proposal Form must be filled in! All lines must have an indication of the bidder' s response whether it is a dollar figure or No Bid. Please DO NOT remove any pages from this bid package!!! Thank you ! Proposal Package I of 10 BIDDER'S CHECK LIST Your response to om' above referenced bid will be considered unresponsive and will be rejected il' the l~*llowing forlns are not included at the time of the bid opening. Notarized Affidavit of Non-Collusion as required by NYS Law. A Bid Deposit in the amount of Five Percent of Bid Price as required in the Invitation to Bid. As per specifications, the TOWN OF SOUTHOLD requires a current insurance certificate, with the TOWN OF SOUTHOLD listed as additional insured, to be on file in the Town Clerk's Office. You will be given ten (10) business days from notice of award to supply this form or the bid will be rescinded. Vendor Information Sheet and Address Record Form. Assumed Name Certification. Bidder's Qualification Statement. NOTE: Please do NOT sign the Contract Agreement. It is included only for informational purposes, and will be signed by the successful bidder after award of the contract. Proposal Package 2 of 10 VENDOR NAME: VENDOR INFORMATION SHEET TYPE OF ENTITY:CORP. PARTNERSHIP FEDERAL EMPLOYEE ID #: OR SOCIAL SECURITY #: DATE OF ORGANIZATION: IF APPLICABLE: DATE FILED: STATE FILED: If a non-publicly owned Corporation: CORPORATION NAME: LIST PRINCIPAL STOCKHOLDERS: (5% of outstanding shares) .INDIVIDUAL LIST OFFICERS AND DIRECTORS: NAME TITLE If a partnership: PARTNERSHIP NAME: LIST PARTNERS NAMES: Proposal Package 3 of 10 MAIL BID TO: VENDOR NAME: ADDRESS: CONTACT: ADDRESS RECORD FORM TELEPHONE: E-MAIL: FAX: ONLY if different - MAlL PURCHASE ORDER TO: ADDRESS: TELEPHONE: CONTACT: FAX: ONLY if different - MAIL PAYMENT TO: ADDRESS: E-MAIL: TELEPHONE: CONTACT: FAX: E-MAIL: Proposal Package 4 of 10 VEN1)(}R NAME: ASSUMED NAME CERTIFICATION *If the business is conducted under an assumed name, a copy of the certificate required to be filed under the New York general business law must be attached. ASSUMED NAME: If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid or previously filed with the Town Clerk. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipality bid on contracts only that such interest be revealed when they do bid.) INSURANCE STATEMENT Bidder agrees as follows - please mark appropriate box: Insurance Certificate as requested is attached I [ I certify that I can supply insurance as specified if awarded the bid ~ Insurance Certificate filed on DATE FAILURE TO PROVIDE SPECIFIED INSURANCE SHALL DISQUALIFY BIDDER. AUTHORIZED SIGNATURE Proposal Package 5 of l0 AFFIDAVIT OF NON-COLLUSION 1 hereby attest that 1 am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, fi'om that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: 1. The price(s) and amount of this bid have been alTived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. 3. No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a complementary bid, or agreeing to do so, on this project. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The person signing this bid, under the penalties of perjury, affirms the truth thereof. Signature & Company Position Type Name & Company Position Company Name Date Signed Federal I.D. Number SWORN TO BEFORE ME THIS NOTARY: DAY OF NOTARY PUBLIC Proposal Package 6 of 10 _PROPOSAL FORM SOUTHOLD TOWN RECREATION CENTER IMPROVEMENTS VENDOR NAME: VENDOR ADDRESS: TELEPHONE NUMBER: FAX: The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the TOWN OF SOUTHOLD or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda (if none were issued please write N/A below): Addendum No. Dated Proposal Package 7 of lO TOWN OF SOUTHOLD THOLD TOWN RECREATION CEI~R Itemized Proposal for: Town of Southold LKMA Project No. 07017 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID NO. (Fill in Unit Price Written in Words) QUANTITY BID AMOUNT I General Conditions and Mobilizations 1 LS for /LS Dollars Cents Method of Measurement: The amount bid shall include supervision and management, on-going project-related expenses, insurances bonding, labor, materials, equipment, and incidentals necessary to mobilize, construction staging, re-mobilization to the construction site, meet all of the general requirements set forth under Division 1~ comply with all conditions set forth in the Conditions of Contract anc General Conditions of the Contract and demobilize from the construction site upon successful completion of the project. Method of Pawnent: Payment for this item will be made in two (2) payments; a. Fifty Percent (50%) upon complete mobilization to the site. b. Fifty Percent (50%) upon successful completion and acceptance of the project. Intent: This bid item shall facilitate requirements of Division 01000 of the specification and construction operations. New Aluminum Windows & 2 Front Entrance Door SF for /SF Dollars Cents ~lethod of Measurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by :he Town of their Duly Authorized Representative for replacement of existing windows with new heavy duty aluminum windows and 'eplacement of front entrance door and frame installed and accepted in accordance with the specifications and drawings. Method of Pavment: The quantity of accepted Window and Door Replacement shall be measured and paid for at the contract lump sum price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily Complete the work as shown on the contract drawings and described in this specification. Including removal of the existing metal windows and front entrance door and frame, installation of new heavy duty aluminum windows, new aluminum sills, new glazing, new fibergalss insulation between frames and subframes, new hollow metal door frame, new FRP door, new door hardware, interior and exterior caulking throught perimeter of new windows and new door, removal and reinstallation of Intent: The Contractor shall install the windows and door to the extent shown on the contract drawings and specifications. 3 New Metal-Over-Metal Standing Seam Roof System I LS for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by the Town or their Duly Authorized Representative for metal-over, metal standing seam roof system installed on the the entire building roof as shown on the drawings and as specified. Method of Payment: The percentage of accepted new standing seam roof system shall be paid for at the contract lump sum price bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and equipment necessary to satisfactorily complete the work as described in this specification. Included under this item is installation of a new metal standing seam roof system over the existing metal roof, Professional Structural Engineeer Certification for the integrity of the existing roof structure, replacement of the existing metal roof ridge vents, replacement of all gutters and leaders, replacement of all metal fascias and wood blocking, installation of new blanket insulation, new vapor barrier, new perimeter wood blocking, new precast concrete splashblocks and new flashing for all roof penetrations. Intent: The Contractor shall install the standing seam roof system as shown on the contract drawings and specifications. CONTINUED ON NEXT PAGE CONTRACT 'A' - GENERAL - Page 1 of 2 TOWN OF SOUTHOLD SO13THOLD TOWN RECREATION CEI~R Itemized Proposal for: Town of Southold LKMA Project No. 07017 ITEM DESCRIPTION OF ITEM ESTIMATED UNIT UNIT PRICE EXTENDED BID NO. (Fill in Unit Price Written in Words) QUANTITY BID AMOUNT 4 New Fully Adhered TPO Membrane-Over-Metal I LS Roof System for /LS Dollars Cents Method of Measurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by Ihe Town or their Duly Authorized Repsentative for proposed TPO membrane-over-metal standing seam roof system installed on the ~he entire building roof shown as an alternate on the drawings and specifications. Method of Payment: The percentage of accepted new TPO membrane roof system shall be paid for at the contract lump sum price 3id as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, tools and 9quipment necessary to satisfactorily complete the work as described in this specification. Included under this item is installation of a 3ew TPO membrane roof system over the existing metal roof, Professional Structural Engineeer Certification for the integrity of the sxisting roof structure, replacement of the existing metal roof ridge vents, replacement of all gutters and leaders, replacement of all metal fascias and wood blocking, installation of new rigid insulation "flute filler", new 1/2" density board, new perimeter wood blocking, 3ew precast concrete splashblocks and new flashing for all roof penetrations. Intent: The Contractor shall install the TPO membrane roof system as shown on the contract drawings and specifications. 5 Exterior Wall Insulation & Finish System I LS for /LS Dollars Cents Method of Messurement: The quantity to be paid for under this item shall be a percentage of the lump sum price as determined by the Town or their Duly Authorized Representative for exterior wall insulation and finish system installed along the entire exterior of the building as shown on the drawings and as specified. Method of Psvment: The percentage of accepted exterior wall insulation and finish system (EIFS) shall be paid for at the contract lump sum pdoe bid as called for in the proposal form. This price shall constitute full compensation for furnishing all labor, materials, fools and equipment necessary to satisfactorily complete the work as described in this specification. Included under this item is installation of metal hat channels on existing metal panel, new 1/2" exterior garde plywood subbase, new 2" EPS insulation, new reinforcing mesh and fisnish system, removal and reinstallation of all existing light fixtures, iouvers, conduits, switches, antennas as required to accommodate the new EIFS, in conformance with the contract documents. Intent: The Contractor shall install the EIFS along the entire exterior building as shown on the drawings and specifications. CONTINUED ON NEXT PAGE TOTAL Dollars Cents WRITTEN IN WORDS Total all Pay Items NOTE: The Town of Southold reserves the right to increase, decrease, or eliminate in its entirety any or all items prior to or after award of the bid. TRANSFER TOTAL TO BID SHEET BS-1 CONTRACT 'A' - GENERAL - Page 2 of 2 AUTHORIZED SIGNATURE PRINT NAME TITLE DATE ACKNOWLEDGMENT STATE OF NEW YORK, COUNTY OF ) On the day of in the year 2007 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC Proposal Package 10 of 10 Town of Southold BIDDER'S QUALIFICATION STATEMENT The signatory of this questiotmaire certifies under oath the truth and correctness of all statements and of all answers to interrogatories hereinafter made. SUBMITTED BY: FIRM NAME: A Corporation A Partnership or Entity An Individual PRINCIPAL OFFICE: PRINCIPAL OFFICERS: TITLE NAME ADDRESS BACKGROUND PROFESSION/TRADE 1. How many years has your organization been in business under its present business name? 2. You normally perform what percent of the work with your own forces? __ List trades that you organization normally performs below: 3. Have you ever failed to complete any work awarded to you? __ why. · If so, note where and 4. Are there any claims, judgments, arbitration proceedings or suits pending or outstanding against your firm or its officers? If yes, please provide details. QS-I 5. Has yonr firm requested arbitration or I'iled any lawsnits with regard to construction contracts within the last five years? If yes, please provide details. 6. List the major construction projects your organization has underway at this date: Name of: Engineer/ Project Owner Architect Contract Percent Scheduled Name Telephone# Telephone# Amount Complete Completion 7. List five major projects you organization has completed in the past five years: Name of: Engineer/ Work Done Project Owner Architect Contract Date of With Own Forces Name Telephone # Telephone# Amount Completion % of Work QS-2 List the conslrnclion experience of the principal individuals of your organization (pal~Licularly tile anticipated prt~jecl sapervisors): Individual's Name Present Type of Work Position Years of For Which In What Of Office Experience Responsible Capacity 9. Do you have, or can you obtain, sufficient labor and equipment to commence work when required and complete the work within the Contract Time? 10. Bank References: 11. Trade Association Membership: 12. Has your firm ever been investigated by the New York State Department of Labor for prevailing wage rate violations? If yes, when? What was the outcome of the investigation? QS-3 13. Attach currenl state o1: l'inancial conditions showing assets, liabilities and nel wortb. Failure to attach Ihe required documentation may be considered non-responsive on the part of the Bidder and may result in rejection of lhe Bidder's Proposal. STATE OF COUNTY OF being duly sworn deposes and says that he is the of contractor and that answers to the foregoing questions and all statements therein contained are tree and correct. (Signature of person who signed bid) Sworn to before me this Notary Public Commission Expiration Date: day of ,2007 QS-4 CONTRACT AGREEMI£NT THIS AGREEMENT made this day of AD Two Thousand and Five by and between the Town of Southold, party of the ilrst part (hereinafter called the Owner), and , party of the second part (hereinafter called Contractor). WITNESSETH: That for and in consideration of the premises and the agreements herein contained, and the payments herein provided to be made, the parties hereto agree as follows: FIRST: The Contractor shall perform all labor, and furnish all the materials, equipment, tools, and implements and will well and faithfully perform and complete the entire work of constructing the SOUTHOLD TOWN RECREATION CENTER IMPROVEMENTS AS DESCRIBED IN THE Contract Documents made and prepared by the Town of Southold, and L.K. McLean Associates, P.C., the project engineers, and as set forth in the Contractor's Bid dated TO BE DETERMINED, and in strict and entire conformity and in accordance with the Notice to Bidders, Instructions to Bidders, Proposal Form (Bid), Performance Bond, Conditions of Contract, General Conditions, Detailed Specifications, Contract Drawings, Addenda, and this Agreement, hereto annexed and made a part hereof, and hereinafter collectively referred to as "Contract Documents". SECOND: In Consideration of the Contractor performing this Contract in the manner herein stated and as stated in the Contract Documents, the Owner promises and agrees to pay or cause to be paid to the Contractor the sums of money mentioned in said Contract Documents in the manner and under the conditions therein provided. THIRD: The Contractor covenants and agrees that, anything in this Contract or in the Contract Documents to be contrary notwithstanding, or regardless of any matter, thing, contingency of condition unforeseen or otherwise, present or future, the Contractor shall not be entitled to receive any additional or further sums of money than the amounts in said Contract Documents provided; and the failure of the Owner or its agents to insist upon strict performance of any of the terms, covenants, agreements, provisions or conditions in this Agreement or in the Contract Documents, on any one or more instances, shall not be construed as a waiver or relinquishment for the future of any such terms, covenants, agreements, provisions and conditions and the same shall be and remain in full force and effect with power and authority on the part of the Owner to enforce the same or cause the same to be enforced at any time, without prejudice to any other rights which the Owner may have against the Contactor under this Agreement or the Contract Documents. A-1 Terms used in the Agrcement which are defined in Article I of thc General Conditions shall have the meanings indicaled in the General Conditions. Neither Owner nor Contractor shall, without the prior written consent of the other, assign or sublet in whole or part his interest under any of the Contact Documents; and, specifically, Contractor shall not assign any monies due or to become due without the prior written consent of the Owner. Owner and Contractor each binds himsel£ his partners, successors, assigns and legal representatives of the other party hereto in respect to all covenants, agreements and obligations contained in the Contract Documents. The Contract Documents constitute the entire agreement between Owner and Contractor and may only be altered, amended or repealed by a duly executed written instrument signed by both parties. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. Total Bid Dollars Written in Words $ Written in Figures TOWN OF SOUTHOLD CONTRACTOR BY Scott A.Russell, Supervisor BY TITLE BY Town Attorney (CORPORATE SEAL) A-2 ACKNOWLEDGMENT STATE OF NEW YORK. COUNTY OF ) SS.; On the day of in the year 2007 before me, the undersigned, personally appeared, , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBLIC STATE OF NEW YORK, COUNTY OF )SS. On the .day of in the year 2007 before me, the undersigned, personally appeared, ~ personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. NOTARY PUBL~ A-3 ALL QUESTIONS PERTAINING TO THiS SOLICITATION MUST BE SUBMITTED IN WRITING. (Please use this form and tax to 631-286-8668 to the attention of Christopher Dwyer. We will respond as soon as possible.) Date: Company Name: Contact Name: Fax No.: Telephone No.: Q-1 DIVISION 1 - GENERAL REQUIREMENTS TOWN OF SOUTHOLD RECREATION CENTER IMPROVEMENTS GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 1 - GENERAL REQUIREMENTS Included in this Division are the following sections: 01010 General 01025 Measurement and Payment 01500 Construction Facilities & Temporary Controls 01501 Health & Safety Provisions 01770 Project Closeout DIVISION 1 -Page 1 of 14 DMSION 1 - GENERAL REQUIREMENTS SECTION 01010 - GENERAL SITE The site of the proposed work for the Southold Town Recreation Center is located in the Town of Southold, County of Suffolk, State of New York and more particularly shown on the Contract Drawings. SCOPE The work to be performed under this Contract shall include all labor, materials, equipment, services and incidentals required to perform the proposed construction as indicated in the Specifications, shown on the Contract Drawings and/or as approved by the Engineer. In general, the work shall include all items but not limited to the following. · Replacement of the existing windows and front entrance door. · Installation of a new metal standing seam roof over the existing metal roof. · Alternate for a fully adhered TPO roof system installed over the existing metal standing seam roof in lieu of the metal roof. · Installation of a new exterior insulation finish system. Without restricting the generality of the foregoing and for the convenience of each Contractor, the items of work are specified under the Standard 16 Uniform Divisions of the Construction Specifications Institute as follows: 7. 8. 9. General Requirements Thermal and Moisture Protection Doors and Windows Finishes The work covered under these Divisions shall be bid under three (3) separate Contracts: Contract A - General Construction Each Prime Contractor shall be responsible for coordinating their contractual construction schedules with each other. Each Prime Contractor shall submit a computer generated critical point method schedule indicating all items of work under their respective contracts and in accordance with each Prime Contractor's associated work. It shall be each Prime Contractor's responsibility to update the schedule as required to reflect changes in schedule of any or all Prime Contractors. SHOP DRAWINGS The Contractor shall make or provide any shop drawings, cuts or samples which the Engineer may require for the approval of details and to show the construction as it will be installed. No shop drawing shall be issued or used until it has been approved by the Engineer or his representative. DIVISION 1 - Page 2 of 14 DIVISION 1 - GENERAL REQUIREMENTS After approval, no changes or deviations shall be made without written notice being sent to the Engineer. The Engineer's approval shall not relieve the Contractor from responsibility for deviations from the Drawings or Specifications unless he has, in writing, called the Engineer's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors or omissions of any sort in the Shop Drawing or schedule. The Contractor shall submit six (6) copies of each requested item to the Engineer for approval. SUPERINTENDENCE AND WORKMEN The Contractor shall give his constant personal attention to the work while it is in progress, and he shall place it in charge of a competent and reliable superintendent, who shall have authority to act for the Contractor, and who shall be acceptable to the Engineer. The Contractor shall, at all times, employ labor and equipment which shall be sufficient to prosecute the work to full completion in the manner and time specified. All workmen must have sufficient skill and experience in such work to properly and satisfactorily perform it and operate the equipment involved. Any person employed by the Contractor whom the Engineer may deem incompetent or unfit to perform the work, shall be at once discharged and shall not be again employed. INSPECTION. All proposed work under this Contract shall be performed during and with Engineer's approval. The Contractor is advised to inspect carefully the full premises and consult with the Engineer regarding any items of construction or reconstruction that may be questionable. MAINTENANCE AND PROTECTION OF TRAFFIC The Contractor shall so conduct his operations as to interfere to the least extent practicable with the passage of vehicles, pedestrians and all other kinds of public traffic; and he must take every precaution against accidents happening to said vehicles, pedestrians and other traffic because of his operations. The Contractor shall enforce regulations and restrictions as may be necessary or required for the protection of fire, accidents, property damage and public nuisance. He shall provide and maintain such toilet facilities at or adjacent to the site as may be required. The Contractor shall erect and maintain such signs, channel and obstruction markers and barricades as may be required for the protection of traffic. The Contractor shall not deposit or store any equipment or materials within the Site Area except with written permission from the Engineer. MAINTENANCE AND PROTECTION OF UTILITIES The Contractor shall familiarize himself with the existence of structures of municipal and other public service corporations on or adjoining the site of the work and give reasonable opportunity to and cooperation with the owners of these utilities in the work of reconstructing or altehng them. Such reconstruction and alteration shall be so conducted as to delay or interfere as little as practicable with the work of the Contractor. Any additional cost of various items of work because of these utilities shall be included in the price bid for these items. DIVISION 1 - Page 3 of 14 DIVISION 1 ~ GENERAL REQUIREMENTS The Engineer shall direct the public utility corporations to shift or remove those utility structures that may be necessary to permit the Contractor to carry out the work in accordance with the Plans. The Contractor shall not remove or cause to be removed, any structure owned by a public utility corporation without the approval of the Engineer. The Contractor shall cooperate with the public utility corporation whose structures (aerial, surface or subsurface) are within the limits of or along the outside of the right- of-way, to make it possible for them to maintain uninterrupted service. The Contractor shall conduct his operations in such a way as to delay or interfere as little as practicable with the work of the utility corporation. GRADES~ LINES~ LEVELS AND SURVEYS A. The Owner's Engineer will establish one (1) bench mark and location of the work lines as reference points for the Contractor. B. The reference points shall be maintained by the Contractor. All other required lines, levels, grades, etc., shall be furnished by the Contractor fi:om the reference points. C. Re-establishment of the reference points by the Engineer for the Contractor shall be done at the Contractor's expense. The Contractor shall verify all grades, lines, levels and dimensions as shown on the drawings, and he shall repoi~ any errors or inconsistencies in the aforementioned to the Engineer before commencing work. Commencement of work shall be corrected by the Contractor at his expense. LABOR~ LAWS AND WORKMANSHIP All Contractors and Subcontractors employed upon the work shall and will be required to conform to the Labors Laws of the State of New York, the Occupation Safety and Health Act of the various acts amendatory and supplementary thereto; and to all other laws, ordinances and legal requirements applicable thereto. All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. The standards of the work required throughout shall be of such grade as will bring results of the first class only. QUALIFICATIONS All bidders must have been established in the type of construction of whichever Prime Contract they are submitting a bid for as specified in the Contract Documents for a period of at least five (5) years. On request, bidders must fumish a list of a minimum of five (5) projects of similar type construction that was built by them in the Nassau- Suffolk area. List must contain name, address and telephone number of client's Engineer for which each project was undertaken by Contract. A minimum of five (5) of the projects must have been built for municipal clients. D1VISION 1 - Page 4 of 14 DIVISION 1 - GENERAL REQUIREMENTS APPROVAL OF SUBCONTRACTORS No Subcontractors shall be employed on the work unless prior approval has been given by the Engineer. The Contract shall, within five (5) days after signing of the Contract, submit a list of proposed Subcontractors to the Engineer for approval. The list shall contain firm names, names of all principals and addresses and projects completed by each Subcontractor and names, addresses and telephone numbers of the particular project's Engineer for which the Subcontractor on the aforementioned project list must have been of similar nature. A minimum of five (5) projects for each proposed Subcontractor must be submitted. If for any reason a Subcontractor must be discharged from work, the Contractor shall notify the Engineer at least 24 hours prior to discharge, stating the reasons, and shall provide the Engineer with the name and qualifications of the replacement Subcontractor for approval by the Engineer. This action is deemed necessary to maintain continuity of the work and to minimize project disruptions. All costs due to slowdown of the project for such reasons shall be borne by the Contractor. STANDARD SPECIFICATIONS Where reference is made in these Specifications to a society, the portion referred to shall be read into and shall be a part of this Contract and Specifications. Materials, methods and equipment shall conform with the latest A.S.T.M., A.W.P.A., A.S.A., N.E.C., I.E.S., etc. Specifications as may relate to or govern the construction work. TEMPORARY OFFICE AND STORAGE SHED This Contractor is not required to provide a temporary office. If a temporary office is used it shall be placed where directed by the Engineer shall be removed from the site upon completion of all work and the office site restored to original conditions. The Contractor shall provide and maintain on the premises, where directed, watertight storage sheds for storage of all materials which might be damaged by weather, and shall remove them from the site at the completion of the work. Restoration of the shed site shall be done by the Contractor to the condition prior to erection of sheds. CONTRACT DRAWINGS The Contract drawings which accompany and form part of these Specifications, bear the general title Southold Town Recreation Center Renovations, Suffolk County, New York and are separately numbered and entitled as follows: T1 A1 A2 A3 Title Sheet & General Notes Floor Plan, Window & Door Elevations, Details & Notes Roof Plan, Details & Notes Building Elevations, EIFS Notes & Details DIVISION 1 - Page 5 of 14 DIVISION 1 - GENERAL REQUIREMENTS CLEAN-UP The Contractor shall at all times keep the construction area, including storage areas used by him, free from accumulation of waste material and rubbish and prior to completion of the work, remove any rubbish from and about the premises. Upon completion of the construction, the Contractor shall leave the work premises in a clean, neat and workmanlike condition satisfactory to the Engineer. GUARANTEES Before issuance of the final certificate, the Contractor shall deliver to the Owner the following guarantees in addition to those specifically required in the General Conditions and in the various technical sections. The Contractor hereby guarantees that all materials and workmanship installed under his respective contract to be new and of good quality in every respect and to remain so for a period of one (1) year or for longer periods where so provided for in the Specifications, from the date of issuance of the Final Certificate by the Engineer. Should any defects develop in the aforesaid work within the stipulated periods due to faults in materials and/or workmanship, the Contractor hereby agrees to make all repairs and do all necessary work to correct the defective parts. Such repairs and corrective work, including the cost of making good all other work damaged by or otherwise affected by making of the repairs or corrective work shall be done without any cost or expense to the owner, and at the entire cost and expense of the Contractor, within five (5) days after notice to the Contractor. The owner may have the work done and charge the cost thereof to the Contractor and/or his Sureties who agree to pay the owner the cost of such work if the Contractor fails to respond as required. PAYMENTS. Payment(s) made under this Contract will be made on the basis of actual work completed in accordance with the Contract Documents. Payments will be computed from the unit and lump sum bid. Payment will onlybe made for the items shown in the Proposal Form. END OF SECTION 01010 - GENERAL DIVISION 1 - Page 6 of 14 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01025 - MEASUREMENT AND PAYMENTS DESCRIPTION The Contractor shall furnish all labor, materials, tools, equipment, appurtenances and all services necessary to perform all Work as required by the plans and specifications or as required by the Engineer, at the lump stun or unit prices for the items listed herein. ENGINEER'S ESTIMATE OF QUANTITIES The ENGINEER'S estimated quantities for unit price pay items are approximate only and are included solely for the purpose of comparison of Bids. The OWNER does not expressly or by implication agrees that the nature of the materials encountered below the surface of the ground or the actual quantities of material encountered or required will correspond with the estimated quantities. PAYMENT ITEMS The method of payments and measurement of payments for each contract item shall be described on the Proposal Form (PF) section of the bid specification. END OF SECTION 01025 - MEASUREMENT AND PAYMENTS DIVISION 1 - Page 7 of 14 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS SCOPE Work shall include but not be limited to the following: A. Temporary Utilities - Electricity, lighting, heat, ventilation, water and sanitary facilities shall be provided by the Contractor for their use as required. B. Temporary Controls - Barriers, enclosures and fencing, protection of the Work, and water control. C. Construction Facilities - Access roads, parking, progress cleaning, project signage, and temporary buildings. TEMPORARY SANITARY FACILITIES A. The Contractor shall provide at the site suitable enclosed toilet facilities for the use of construction personnel. The Contractor shall observe and enforce all sanitary regulations and maintain satisfactory sanitary conditions around and on all parts of the work. B. Adequate washing facility shall be provided for the construction personnel. C. The Contractor shall maintain, service, clean, and disinfect facilities in a satisfactory manner and enforce proper use of the sanitary facilities. D. The Contractor shall be subject to a fine and prosecution if any human excrement is deposited in or around the construction site. The Contractor shall pay for all expenses associated with temporary sanitary facilities during the course of the work, including fumishing all necessary permits and fees required for temporary sanitary facilities. F. Comply with all applicable codes and arrange for all necessary inspections and approvals. FIRST-AID FACILITIES AND ACCIDENTS A. First Aid Facilities and Accidents - The Contractor shall provide, at the site, such equipment and facilities as are necessary to supply first-aid to any of his personnel who may be injured in connection with the work. Accident 1. The Contractor shall promptly report in writing to the Engineer all accidents and whatsoever arising out of, or in connection with, the pc:~cformance of the work, whether on or adjacent to the site, which cause death, personal injury or property damage, giving full details and statements of witness. If death or serious injuries or serious damages are caused, the accident shall be reported immediately by telephone or messenger to both the Owner and the Engineer. DIVISION 1 - Page 8 of 14 DIVISION 1 - GENERAL REQUIREMENTS If any claim is made by anyone against the Contractor or a Subcontractor on account of any accidents, the Contractor shall promptly report the facts in writing to the Engineer, giving full details of the claim. WATER CONTROL The buildings and parking lots shall at all times be protected from water damage. SECURITY. Coordinate with Owner. Contractor is responsible for protection of all work during contract period. PARKING A. The Contractor's personnel shall not park on the main road or adjacent private side streets. B. When space is not adequate, provide additional off-site parking. C. Contractor shall provide vehicle parking for tenants during construction. PROGRESS CLEANING A. Maintain areas free of waste materials, debris and rubbish. orderly condition. Maintain site in a clean and B. Remove waste materials, debris and rubbish from site and dispose weekly in areas as designated by the Owner. PROTECTION OF UTILITIES~ FACILITIES AND CONTROLS A. All existing above grade or buried utilities, equipment, facilities, and materials are to remain and protected during construction. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. Restore permanent facilities used during construction to specified conditions. END OF SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS DIVISION 1 - Page 9 of 14 DMSION 1 - GENERAL REQUIREMENTS SECTION 01501 - HEALTH AND SAFETY PROVISIONS REQUIREMENTS The Contractor shall be responsible to maintain a safe workplace and to monitor working conditions at all times during construction and, as necessary, to provide appropriate protective clothing, equipment and facilities for his personnel, and/or to establish work place procedures to ensure their safety, and to enforce the use of these procedures, equipment and/or facilities in accordance wit the following guidelines: Safety and Health Regulations Promulgated by the U.S. Department of Labor OSHA, 29 CFR 1910 - Occupational Safety and Health Standards, and 29 CFR 1920 - Safety and Health Regulations for Construction. 2. U.S. Environmental Protection Agency Medical Monitoring Program Guidelines. If, at any time, the Owner or the Engineer is apprised of a safety hazard which demands immediate attention because of its high potential for harm to public travel, persons on or about the work, or public or private property, the owner of the Engineer shall have the fight to order such safeguards to be erected and such precautions to be taken as necessary and the Contractor shall comply with such orders. If, under such circumstances, the Contractor does not or cannot or his representative is not upon the site so that he can be notified immediately of the insufficiency of safety precautions, the Owner may put the work into such a condition that it shall be, in his opinion, in all respects safety, and the Contractor shall pay all expenses of such labor and materials as may have been used for this purpose by him or by the Owner. The fact that the Owner or the Engineer does not observe a safety hazard or does not order the Contractor to take remedial measures shall in no way relieve the Contractor of the entire responsibility for any costs or claims for loss, damage, or injury by or against any part sustained on account of the insufficiency of the safety precautions taken by him or by the Owner acting under authority of this Section. It is the responsibility of the Contractor to take appropriate safety precautions to meet whatever conditions of hazard may be present during the performance of the work, whether reasonably foreseeable or not. The Contractor is alerted to the fact that it shall be his sole responsibility to anticipate and provide such additional safety precautions, facilities, personnel and equipment as shall be necessary to protect life and property from whatsoever conditions of hazard are present or may be present. END OF SECTION 01501 - HEALTH AND SAFETY PROVISIONS REQUIREMENTS DIVISION 1 - Page 10 of 14 DIVISION 1 - GENERAL REQUIREMENTS SECTION 01770 - PROJECT CLOSEOUT SCOPE Prior to the release of final accrued retainage monies, the Contractor shall comply with the procedures for closing out the Construction Contract and to effect the project's transition to the Owner as summarized herein below. PUNCH LIST AND FINAL INSPECTION A. Upon completion of work under the Contract, notify the Owner and Engineer that work is complete and ready for final inspection. The work shall be inspected within a reasonable period of time and a "Punchlist" shall be prepared showing all items of work, if any, requiring correction or attention on the part of the Contractor. Upon satisfactory completion of remedial work, the Engineer will issue notification and application for final payment may be submitted in accordance with the appropriate Article of the General Conditions. Use of Completed Portion - The Owner shall have the right to take possession and use any completed or partially complete portions of the work notwithstanding that the time of completing the entire work or such portions may not have expired. Such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with Contract Documents. CLEAN-UP PRIOR TO FINAL ACCEPTANCE A. Clean all construction areas free from accumulated forms, excavation fill, construction materials and construction shanties. B. All basins, manholes, and pipe as constmcted shall be cleaned free from accumulated construction dirt, silt, form work, etc., and all proper restoration called for in the items of the Specifications shall be complete in every detail. C. Remove stains, prints, paint, and soil marks of any nature from all ceilings, walls, tloors, hardware, new and existing fixtures and equipment OPERATIONS AND MAINTENANCE INSTRUCTIONS A. The Contractor shall start up, test, adjust, balance and otherwise place in a satisfactory working condition all items of mechanical and electrical systems, and shall fully instmct representatives of the Owner in the care and operation of such systems. B. Instruction of the Owner's Maintenance Supervisor in the proper methods of cleaning and DiVISION 1 - Page 11 of 14 DIVISION 1 - GENERAL REQUIREMENTS maintaining all the finished surfaces and the proper methods of replacement of the consumable items such as filters, light bulbs, washers, etc., shall be a part of this work. CONTRACT CLOSEOUT DOCUMENTS After Execution of Certificate of Substantial Completion, and prior to submittal of Final Application for Payments, the Contractor shall submit the following documents to the Engineer/Architect: A. Contractor's notarized affidavit that all payrolls, bill and materials, equipment, and other indebtedness connected with the work have been paid. B. Notarized Certificates of Waiver of Liens for himself, each Subcontractor, each material supplier or person fin'nishing materials or services to the project. C. List of subcontractors and major material suppliers including address, telephone number, and name of individual to contact. D. Validated warranties and notarized copies of all guarantees for equipment and materials specifically called for in the Contract Documents if applicable. E. Consent of Surety to Final Payment. F. Fire Underwhters Certification (where applicable). G. Conformed Construction Drawings (As-built) if applicable. Corrected mylars of original, reflecting changes from original bid documents. Three (3) bid sets of blue line print, recording changes in colored pencils including location by dimension from building walls, inside and outside, for all buried construction. H. Record copy of each shop drawing or installation diagram if applicable. I. Operating manual (three (3) sets) assembled and bound, each containing if applicable: a. Explanatory brochures of all equipment. b. Catalog cut. c. Wiring diagrams. d. Instruction sheets for operation and maintenance. Maintenance Bond shall be submitted as part of the final payment for review. The bond shall name the Town as the recipient and value equal to the final contract amount with extras and alternates. The bond shall be valid for a period of one year, starting on the date of project completion agreed by the Engineer. GUARANTEES DIVISION 1 -Page 12 of 14 DIVISION 1 - GENERAL REQUIREMENTS Before issuance of the Final Payment, the Contractor shall deliver to the Owner the following guarantee in addition to those specifically required in the General Conditions and in the various Technical Sections of the specifications. The Contractor hereby guarantees that all materials and workmanship installed under his respective contract to be new and of good quality in every respect and to remain so for a period of one (1) year, for longer periods where so provided for in any manufacturers literature, from the date of the issuance of the Final Certificate by the Engineer. Should any defect develop in the aforesaid work within the stipulated periods due to faulty materials and/or workmanship, the Contractor hereby agrees to make all repairs and do all necessary work to correct the defective pans. The Contractor at the expense of the Contractor shall complete such repairs and corrective work, including the cost of making good all the work damaged by or otherwise affected by the making of the repairs or corrective work, within five (5) days after notice to the Contractor bl} the Owner. In case the Contractor fails to do the work so ordered, the Owner may have the work done and charge the cost thereof against the monies retained as provided for in the contract and if no money is available, the Contractor and/or his sureties agree to pay the owner the cost of such work. Obtain, endorse and provide separate guarantees from sub-Contractors where called for in the various sections of this specification. Documents Required to be Delivered to Engineer 1. Release of liens 2. Affidavit from all Subcontractors and material suppliers for job, stating that they have been paid. Affidavit that all payrolls, bills for materials, equipment and other indebtedness connected with the work has been paid. 4. Releases and waivers of liens from Subcontractors, if required by the Owner. 5. Consent of surety to final payment. 6. Record plans if applicable. 7. Maintenance and Instruction Manuals if applicable The Contractor shall include all literature of the manufacturer's relating to equipment, including motors or other manufactured equipment; also, cuts, wiring diagrams, instruction sheets, and all other information pertaining to same that would be useful to the owner in the operation and maintenance of same. DIVISION 1 -Page 13 of 14 DMSION 1 - GENERAL REQUIREMENTS b. The Contractor shall also instruct the Owner's designated personnel in the operation of the equipment and/or systems. EMERGENCY REPAIRS During a valid warranty period, if the Contractor is unable or unwilling to respond immediately to make emergency repairs under conditions which the Owner may determine to be an emergency situation, the Owner reserves the right, and the Contractor recognizes such right, to make such emergency repairs and then to bill the Contractor for a fair and reasonable mount in reimbursement for such repairs. END OF SECTION 01770 - PROJECT CLOSEOUT D1VISION 1 - Page 14 of 14 DIVISION 2 - SITE WORK GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWiNGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and Contractors for items which might affect the work under the Division. TABLE OF CONTENTS - DIVISION NO. 2 - SITE WORK Included in this Division are the following sections: 02050 Site Demolition DIVISION 2 - Page 1 of 2 DIVISION 2 - SITE WORK SECTION 02050 - SITE DEMOLITION DESCRIPTION Under this Section, the Contractor shall supply all labor, materials, equipment and incidentals necessary to complete the Demolition work and Debris removal as specified herein, shown on the Contract Drawings and/or as directed by the Engineer. SCOPE In general, the work to be done shall include but not be limited to the following: A. Removal and disposal of windows and doors. DEMOLITION DESCRIPTION AND DETAILS A. The Contractor shall completely remove windows and doors of the building to allow for the installation of the new windows and doors as shown on the Contract Drawings and directed by the Architect. All materials and debris to be demolished shall be removed and disposed of off site. B. The Contractor shall exercise extreme care NOT to damage the existing structures and surfaces which are to remain. The Contractor shall remove from the site all cut-offs and demolished materials. C. Off-site disposal for all demolished material and debris shall be at a facility approved by the New York State Department of Environmental Conservation. All costs, permits, etc., for proper disposal shall be borne by the Contractor. END OF SECTION 02050 - SITE DEMOLITION DIVISION 2 - Page 2 of 2 DIVISION 7 - THERMAL AND MOISTURE PROTECTION GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contracts for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 7 - THERMAL & MOISTURE PROTECTION Included in this Division are the following sections: 07240 07412 07543 07600 07711 07920 Exterior Insulation and Finish Systems (EIFS) Preformed Metal over Metal Retrofit Roofing System Thermoplastic Polyolefin (TPO) Roofing Flashing & Trim Gutters & Downspouts Sealants & Caulking DIVISION 7- Page 1 of 35 DMSION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) SCOPE A. This Section specifies requirements for following Scope of Work: 1. Prepare existing surfaces on the exterior walls. Exterior insulation and finish system shall be job-fabricated exterior wall covering consisting of trowel applied acrylic weather barrier applied directly to gypsum substrate, fiber reinforced acrylic modified adhesive, insulation, reinforcing fabric, base coat, finish coat, and accessories. Finish coat texture and color shall be as selected by the Owner. System shall be Dryvit or approved equal. Variations and conflicts will be brought to attention of the architect prior to the commencement of installation for resolution. Contractor shall be an approved installer of submitted system and shall utilize skilled and experienced specialty workers to install work. SUBMITTALS A. Submit following: 1. Samples: Two one-foot square samples of EIFS finish's over insulation identical to proposed installation in thickness, color, texture, and workmanship. 2. Manufacturer's Catalog Data a. Weather Barrier b. Thermal Insulation c. Adhesive, (all types) d. Accessories e. Base coat f. Reinforcing Fabric g. Finish Coat h. Sealant i. Primer j. Drainage Strip k. Warranty. 1. Data Package Including Repair Procedures 3. Shop Drawings a. Show layout, construction and expansion joints, decorative grooves, DIVISION 7- Page 2 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION thermal insulation board, and reinforcement mesh and strip reinforcing fabric; joint and flashing details; types and location of fasteners; details at windows, comers, and edges. 4. Test Reports g. h. i. Abrasion resistance Accelerated weathering Impact resistance Mildew resistance Salt spray resistance Water vapor transmission Absorption-freeze-thaw Flame spread Water penetration 5. Color Selection Samples - to be selected by owner. EIFS - standard color chips. Sealant - standard color samples. QUALITY ASSURANCE A. Qualification of Installer Use only EIFS installer trained and approved by EIFS manufacturer and having successfully completed at least 10 installations at or near size and complexity of this project within previous 36 months. DELIVERY AND STORAGE Deliver materials to job site in original unopened packages, marked with manufacturer's name, brand name, and description of contents. Store materials off ground in accordance ~vith manufacturer's recommendations in a clean, dry, well-ventilated area. Protect stored materials from rain, sunlight, and excessive heat. Keep coating materials which would be damaged by freezing at temperature not less than 40 degrees F. Do not expose insulation board to flame or other ignition sources. ENVIRONMENTAL CONDITIONS Do not apply EIFS during inclement weather unless appropriate protection is provided. Protect installed materials from inclement weather until they are dry. Apply sealants and wet materials only at ambient temperatures of 40 degrees F or above and rising, unless supplemental heat is provided. DIVISION 7 - Page 3 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION C. Do not leave insulation board exposed to sunlight after installation. PRODUCTS COMPATIBILITY A. Provide all materials compatible with each other and with substrate, and as reconunended IFS manufacturer. Manufacturer shall be Dryvit Systems, Inc. or approved equal. THERMAL INSULATION A. Manufacturer's Recommendations 1. Provide only thermal expanded polystyrene insulation recommended by EIFS manufacturer for type of application intended. B. Insulation Board 1. Thickness of insulation board shall be min. ~" and shall be maintained at afl locations. Note: It is recommended that a min. 1" thick insulation board be installed to maintain the min. thickness after rasping, reveals are installed, etc. WEATHER BARRIER A. Barrier shall be trowel applied acrylic product field mixed with Portland cement at a ratio approved by EIFS manufacturer. B. Flashing shall be a high density polyethylene film backed with a rubberized asphalt adhesive. C. Primer shall be water based surface conditioner and adhesion promoter for flashing tape. ADHESIVE Adhesive to attach insulation to substrate shall be fiber-reinforced acrylic modified product mixed with Portland cement. B. Adhesive to attach drainage strip shall be moisture cured urethane adhesive as recommended by EIFS manufacturer. ACCESSORIES Conform to recommendations of EIFS manufacturer, including trim, edging, anchors, and expansion joints unless specified otherwise. All metal items and fasteners to be corrosion resistant. DIVISION 7 - Page 4 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Drainage channels shall be PVC "J" channels with weeps at no greater than Y2-inches on center. Drainage strip shall be corrugated plastic sheet material. Fasteners and plates for securement of insulation shall be as required by EIFS manufacturer. BASE COAT A. A liquid polymer-based material, which is field mixed with Portland cement. REINFORCING FABRIC A. A 430 g (15 oz) mesh recommended for all ground floor and high traffic area applications. FINISH COAT A. Performance Requirements TEST TEST METHOD REQUIREMENT Flame Spread (Test samples ASTM E 84 Flame spread of 24 or less. shall include base coat, fabric, Smoke developed rating 450 or finish mounted on non- less. combustible substrate Full Scale Wall Fire Test ASTM E 108 No significant surface flaming or propagation of vertical or lateral flames. Impact Resistance EIMA 101.86 Medium impact Resistance 50- 89 inch lbs. Structural Performance (Test ASTM E 330 No permanent deformation, panels 4 feet by 4 feet, typical delamination or deterioration for of project application) positive and negative pressures as required. Water Penetration ASTM E 331 No Water penetration Abrasion Resistance ASTM D 968 500 liters or sand-slight smoothing no loss of film integrity. DIVISION 7 - Page 5 of 35 DIVISION 7 -THERMAL AND MOISTURE PROTECTION Accelerated Weathering ASTM G 23 2000 hours. No deterioration. Salt Spray Resistance ASTM B 117 Withstand 300 hours. No deleterious efforts. Water Vapor ASTM E 96 No more than 18 grains an hour per square foot. Absorption-Freeze-Thaw (Pre- ASTM C 67 50 After 50 cycles - Total weight weighted 4" by 8" specimens; Cycles: 20 hrs. at gain of not more than 6.2 grams. 1" insulation, faced with finish -9 deg C; 4-hr. No checking, splitting, or coat cured and stored in air; thaw in water cracking. tested with edges and back open.) SEALENT ASTM C 920, Type S or M, Grade P, Class 25, Use T, compatible with EIFS materials and recommended by both sealant manufacturer and EIFS manufacturer for application. PRIMER Non-staining, quick-drying type recommended by sealant manufacturer and EIFS manufacturer. Primer for attachment of weather barrier material shall be as approved by EIFS manufacturer. BOND BREAKER As required by EIFS manufacturer and recommended by sealant manufacturer and EIFS manufacturer. BACKER ROD Closed cell polyethylene flee from oil or other staining elements and as recommended by sealant manufacturer and EIFS manufacturer. Do not use absorptive materials as backer rod. Backer rod should be sized 25 percent larger than width of joint. EXECUTION FIELD QUALITY CONTROL A. Field Inspection 1. Packaging, storage, and protection of materials DIVISION 7 - Page 6 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 3. 4. 5. 6. Condition of substrate Installation of EIFS Wall penetrations, coruers, and window coruers Joint Preparation Sealing of Joints EXAMINATION Examine substrate and existing conditions to determine that EIFS can be installed as required by EIFS manufacturm' and that all work related to EIFS is properly coordinated. Determine flatness, plumbness and any other conditions for conformance to manufacturer's instructions. If deficiencies are found, provide corrective methods (shims, etc.) to assure proper installation of EIFS. Do not proceed with installation until deficiencies are corrected. Provide 8-foot by 6-foot mock-ups at two (2) separate locations as selected by the Town. Mock-up shall be in place for 7 days. Test adhesion of each component by removing mater/als to a point of failure. Provide wr/tten test results to the Town. Provide additional mock-ups as required to achieve aesthetic and performance criteria acceptable to the Town. SURFACE PREPARATION Prepare existing surfaces for application of EIFS to meet flatness tolerances and surface preparation according to manufacturer's installation instructions but provide flatness of not more than 1/8-inch. Provide clean surfaces free of oil and loose material without protrusions adversely affecting installation of insulation board. Cracked, loose, or otherwise damaged gypsum shall be repaired to satisfactory condition as required by Manufacturer. Use low pressure water blast to prepare surfaces. Dryvit finishes that become soiled with mildew or algae may be cleaned by use of the following cleaning solution: 1 gallon warm water 1 quart of household bleach 8 ounces of trisodium phosphate (TSP) Apply the solution to the entire area and lightly agitate with a soft bristle brash. Use of hard scrubbing action or a hard bristle brash will damage the finish. Rinse thoroughly with clean water Dryvit finishes that become soiled may also be cleaned with "Sure Klean No. 600". It is recommended that a trial area be cleaned beginning with a concentration of one (1) part "Sure Klean No. 600" to twenty (20) parts water. The concentration may be increased until the dirt is removed. It is recommended that the concentration be no stronger than one (1) part "Sure Klean No. 600" to six (6) parts water. Before applying the solution, the area to be cleaned must be pre-wetted with water. Care must be taken when applying the solution since too much agitation will do more harm than good. Application and rinsing should be as gentle as possible. DIVISION 7- Page 7 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION INSTALLATION Install EIFS as indicated and in conformance with EIFS manufacturer's installation instructions and shop drawings showing details and construction and expansion joint locations. Install EIFS only by an applicator trained and approved by EIFS manufacturer. The systc~m shall be installed in accordance with the EIFS manufacturer's instructions. The overall minimum base coat thickness shall be sufficient to fully embed the mesh. The recommended method is to apply the base coat in two (2) passes. 3. Sealant shall not be applied directly to textured finishes or base coat surfaces. When installing the system, the notched trowel method of adhesive application shall be used over gypsum sheathing substrates. High impact meshes shall be installed as specified at ground level, high traffic areas and other areas exposed to or susceptible to impact damage. JOINT SEALING Provide joints in EIFS at intervals no greater than that recommended by Manufacturer. Provide sealant joints at all locations detailed. At horizontal terminations of EIFS, ' provide weeps at 24inches maximum, on center in sealant joint. Surface Preparation, Backer Rod, and Primer: Immediately prior to application, remove loose matter from joint. Ensure that joint is dry and free of paint, finish coat, or other foreign matter. Install backer rod. Apply primer as required by sealant and EIFS manufacturer. Check that joint width is as shown on drawings but in no case shall it be less than 0.5 inch for perimeter seals and 0.75 inch for expansion joints. Width shall not be less than 4 times anticipated movement. Check sealant manufacturer's recommendations regarding proper width to depth ratio. Sealant: Apply sealant in accordance with sealant manufacturer's instructions with gun having nozzle that fits joint width. Do not use sealant that has exceeded shelf life or cannot be discharged in a continuous flow. Completely fill joint solidly with sealant without air pockets so that full contact is made with both sides of joint. Tool sealant with a round instrument that provides a concave profile and a uniformly smooth and wrinkle free sealant surface. Do not wet tool joint with soap, ~vater, or any other liquid tooling aid. Do not apply sealant until all EIFS coatings are fully dry. During inclement weather, protect joints until sealant application. Use particular caution in sealing joints between window and door frames and EIFS wall and at all other wall penetrations. Clean all surfaces to remove \ excess sealant. DIVISION 7 - Page 8 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION CLEANUP A. Upon completion, remove all scaffolding, equipment, materials and debris from site. Remove all temporary protection installed to facilitate installation of EIFS. OPERATION AND MAINTENANCE MANUALS A. Provide operation and maintenance manuals for EIFS to County after project completion. END OF SECTION 07240 -EXTERIOR INSULATION AND FINISH SYSTEMS DIVISION 7 - Page 9 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07412 - PREFORMED METAL OVER METAL ROOFING RETROFIT SYSTEM PRIMARY RE-ROOF SYSTEM SYSTEMS DESCRIPTION This work involves the installation of a new standing seam metal roof system directly over an existing sloped standing seam metal roof. This system must meet the New York State Building Code for 120 m.p.h, wind zone. The extent of the metal roofing system is indicated on the drawings and is defined to include metal roof panels, structural members, roof insulation, roof trims including gutters, sealants, fasteners and miscellaneous flashings, closures and accessories directly related to the metal roof system. The system also includes all related roof accessories, snow cliPs, metal flashings and concealed flashings. The Manufacturer's standard components shall be used, provided components, accessories and complete structure conform to the requirements and design appearance shown. SUBMITTALS A. Submittals Package: Submit Product Data catalog sheets and specifications B. Contract Closeout Submittals: 1. Warranties: Copy of specified Warranties. DELIVERY, STORAGE, AND HANDLING Delivery: Deliver materials to the site in the manufacturer's labeled, unbroken containers. Storage and Handling: Store materials in a dry, well ventilated place protected from the weather. 1. Do not store materials so as to overload the deck or structural assembly. Store all materials on raised platforms covered with properly secured breathable water resistant covers. Store metal panels flat on slightly sloped, raised platforms to prevent water staining. Store preformed and prefinished materials in a manner that will prevent DIVISION 7- Page 10 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION twisting, bending or abrasion. 4. Store all rolled materials on end. 5. Do not remove materials from factory packaging until ready for use. Store adhesives, and sealants at temperatures between 60 degrees F and 80 degrees F. Volatile liquids shall be stored in a separate storage building or trailer, or removed from the site at the end of each work day. a. Store volatile liquids at temperatures recommended by the manufacturer. Handle materials by methods that will prevent damage to components, including finishes. Lift up prefinished panels when unstacking; do not slide. 9. Remove wet, damaged, or permanently stained materials from the site. WARRANTY Special Warranty: The one year period required the General Conditions is extended to 2 years for the Work of this Section. B. Manufacturer's Warranties: Furnish a single source warranty issued by the roofing system manufacturer for the Work of this Section as follows: Ten year, no leak warranty covering workmanship and all materials provided by the metal roof manufacturer. %venty Year Finish Warranty including, but not limited to; corrosion, rust, finish durability, and other defects that would impair the aesthetic or waterproofing properties of the roofing system. The warranty shall include, but not be limited to, repair and/or replacement of the roof panels or flashings as necessary to correct defects in materials or workmanship. PRODUCTS MATERIALS A. TREMCO TremLock VP MOM (Metal over Metal) standing seam metal roof system or approved equal. DIVISION 7 - Page 11 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Finish: Full strength Kynar 500 / Hylar 5000 Fluorocarbon Coating applied by the coil coating process. Minimum dry film thickness 1.0 mil. Blocking: pressure treated wood blocking. Blocking shall finish flush with the top of the insulation. Rigid Insulation And Vapor Barrier Underlayment (Uniform Thickness): Closed cell isocyanurate foam core skinned on both sides with factory applied fiberglass reinforced facer sheets. ASTM C1289-01, Type II, Class 1, Grade 2. Factory Mutual Class 1 approved for direct application over steel decks. Minimum Aged R Value 5.6 per inch thickness. Vapor Barrier And Concealed Flashing: Self-adhering, self-sealing, rubberized asphalt sheet membrane with manufacturer's primer for masonry surfaces (if any). Acceptable Product; "Bituthane Ice And Water Shield" by W.R. Grace Co., 62 Whittemore Ave., Cambridge, MA 02140, (800) 354-5414. Mechanically Attached Snow Guards: Aluminum or stainless steel cross members, couplings and non-penetrating clamps with stainless steel fasteners. The snow guards shall be designed to be secured to the vertical seam of the roof panels without penetrating the metal panels or paint finish. Clamps with cup point set screws are not acceptable. "The Vermont Snowguard" by Snow Management Systems, RR 1 Box 1605 Harrel St., Morrisville, VT 05661 (802) 888-8573, or "Snow Sentury" by Vermont Slate And Copper Services, Inc. P.O. Box 430 Stowe, VT 05672, (802) 888-8753. "ColorGard S-5" by Metal Roof Innovations, Ltd., distributed by Dynamic Fasteners, 1413 Hunting Valley, Saint Paul, MN 55108, (800) 755-2426. Touch Up Paint: Panel manufacturers recommended paint compatible with the panel finish. Color to match the exposed surfaces. EXECUTION EXAMINATION Contractor is to provide a Professional Engineer's Certification with sealed stamped shop drawings and calculations confirming the structural integrity of the existing building incorporating the additional dead load from the new roof system. INSTALLATION Install the Work of this Section in accordance with the Manufacturer's detail and instructions. DIVISION7- Page 12 of 35 ADJUSTING. DIVISION 7 - THERMAL AND MOISTURE PROTECTION Restore minor visual damage to factory applied finishes in a manner to match the appearance and performance of the original finish, or remove the damaged parts and replace them with undamaged parts. CLEANING Remove strippable protective coatings, if any, immediately after completion of Work. Clean exposed exterior surfaces. Remove residue from strippable coatings. Comply with manufacturer's printed instructions for cleaning. END OF SECTION 07412 - PREFORMED METAL OVER METAL ROOFING RETROFIT SYSTEM DIVISION 7- Page 13 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07543 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING SYSTEM (METAL RETROFIT ROOFING SYSTEM) ALTERNATE RE-ROOF SYSTEM SCOPE Furnish labor, materials, equipment and appliances necessary or required to perform and complete a metal roof retrofit with a flute filler insulation and fully adhered single ply TPO roofing system. Design of this system is based on the Carlisle SynTec Inc. Sure-Weld fully adhered metal retrofit roofing system. QUALITY ASSURANCE This roofing system must be installed by a Carlisle Authorized Roofing Applicator in compliance with shop drawings as approved by Carlisle. There must be no deviations made without the PRIOR WRITTEN APPROVAL of Carlisle. Upon completion of the installation, an inspection will be conducted by a Technical Representative of Carlisle to ascertain that the roofing system has been installed according to Carlisle's specifications and details. SUBMITTALS To ensure compliance with Carlisle's minimum warranty requirements, shop drawings shall be forwarded to Carlisle for review. For all projects (prior to project inspection by Carlisle) a final shop drawing should be approved and assigned a number by Carlisle. PRODUCT DELIVERY, STORAGE AND HANDLING Deliver materials to the job site in the original, unopened containers labeled with the manufacturer's name, brand name and installation instructions. Job site storage temperatures in excess of 90°F (32°C) may affect shelf life of curable materials (i.e., uncured flashing, adhesives, sealants, Pourable Sealer and Pressure- Sensitive Flashing). When liquid adhesives and sealants are exposed to lower temperatures, restore to a minimum of 60° F (16° C) before use. Do not store adhesive containers with opened lids due to the loss of solvent which will occur from flash off. DIVISION 7-Page 14 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Insulation and underlayment must be stored so it is kept dry and is protected from the elements. Store insulation on a skid and completely cover with a breathable material such as tarp or canvas. If the insulation is lightweight, it should be weighted to prevent possible wind damage. JOB CONDITIONS When fastening to a structural purlin, a trial fastener should be installed when purlins are heavier than 12 gauge to determine the feasibility of the HP Purlin Fastener. HP Purlin Fasteners are designed to engage purlins 18 to 12 gauge. Due to the wide variety of edge conditions found in metal buildings, edge details may be submitted to Carlisle for review preferably prior to installation. WARRANTY For Sure-Weld Roofing Systems 15 year Total System Warranty with extended wind speed coverage (120 mph). PRODUCTS MEMBRANE Sure-Weld .080"(mil) thick scrim-reinforced TPO (Thermoplastic Polyolephin) membrane available in white, grey or tan. EXECUTION GENERAL. When feasible, begin the application at the highest point of the highest roof level and work to the lowest point to prevent moisture infiltration and to minimize construction traffic on completed sections. This will include completion of all flashings and terminations. EXISTING METAL ROOF CRITERIA Defects in the existing metal roof deck or purlin system must be reported and documented to the specifier, general contractor and building owner for assessment. The Carlisle Authorized Roofing Applicator shall not proceed unless the defects are corrected. The following chart identifies the minimum pullout values which must be achieved with both the Sure-Seal HP Purlin Fastener, which is required for RUSS/membrane securement, and the Sure-Seal HP or HP-X Fastener, which is required for additional membrane securement around penetrations (i.e., vent pipes) and is recommended for insulation securement: DIVISION 7- Page 15 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Gauges HP PURLIN Gauges HP or HP-X FASTENER FASTENER Min. Pullouts Min. (lbs ./fastener Pullouts ) (lbs./fastener Purlins Metal Roof 12 1,000 24 300 14 1,000 26 200 16 800 28 * 150 18 600 * Pullouts must be submitted to Carlisle when an Adhered Assembly is to be selected. SUBSTRATE PREPARATION A. Clear the substrate of debris and foreign material. Treated wood nailers are required at all roof edges where metal edging and gutter systems are specified and must be flush with the top of the specified membrane underlayment. Only lumber which has been pressure treated with salt preservatives can be used. Lumber treated with other wood preservatives such as, Creosote, Pentachlorophenol, Copper Naphthenate, Copper 8-quinolinolate, will adversely affect the membrane when in direct contact and are, therefore, unacceptable. On standing seam metal roofs, two layers of wood nailers are required with the first layer installed between the raised standing seams, flush with the top surface of the seams. These nailers must be mechanically fastened directly to the structural purlins with Sure- Seal HP Purlin Fasteners spaced a maximum of 16 inches on center. Sections of wood nailers installed between standing seams must have a minimum of 2 fasteners positioned approximately 3 inches from each end of the nailer (spaced no more than 16 inches apart). Note: The top layer of wood nailers is then fastened to the bottom layer of wood nailers with Sure-Seal HP or HP-X Fasteners spaced a maximum of 16 inches on center with all fasteners penetrating the bottom layer of wood nailers a minimum of 1 inch. In lieu of Sure-Seal Fasteners, galvanized or coated nails may be used when positioned 12 inches on center. The nails shall be sufficient in length to penetrate the bottom nailer a minimum of 1-1/4 inch. DIVISION 7 - Page 16 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION On corrugated metal roofs, batt insulation or other compressible filler must be used beneath perimeter wood nailers to minimize infiltration of air beneath this roofing system. On flat seam metal roofs, the underside of the wood nailer should be notched at the flat seam areas to achieve a smooth, stable base. Note: The existing metal roof may be trimmed at metal edge and gutter locations to minimize the dimension between the edge purlin support and the edge of the metal roof. To allow standard size nailers (2" x 6") to be fastened to the edge purlin flush with the roof edge. INSTALLATION A. Insulation Placement and Attachment CAUTION: Reduced fastening patterns used under conventional adhered systems in conjunction with 22 gauge metal decks, are not applicable for recovering of metal roofs. The minimum fastening of insulation boards shall not be less than 1 fastener per 2 square feet. Membrane underlayment must be butted together with no gaps greater than 1/4 inch. Gaps greater than 1/4 inch are not acceptable. On standing seam metal roofs, insulation must be installed in multiple layers. The first layer of insulation is used as a fill between standing seams, relatively flush with the top surface of the seams. A second layer of insulation is placed over the first layer and the standing seams to serve as the membrane underlayment. When mechanical fasteners are specified for insulation securement, the bottom layer (fill boards) can be loose laid with the top layer (membrane underlayment) mechanically fastened to the metal roof at the rate 1 fastener per 2 square feet for Adhered Systems. Note: Metal roofs 28 gauge or lighter may require an enhanced fastening pattern for insulation used as underlayment for Adhered Systems. Pullouts using HP-X Fasteners and Plates should be submitted for Carlisle's review. Insulations by others (when promoted by the respective manufacturer and accepted by Carlisle) shall be fastened to the existing metal roof at the same fastening rate identified previously, unless a heavier fastening density is required by the respective manufacturer. B. Membrane Installation Ensure that water does not flow beneath any completed sections of the membrane system by completing all flashings, terminations and daily seals by the end of each DIVISION 7 - Page 17 of 35 DMSION 7 - THERMAL AND MOISTURE PROTECTION 3. 4. 5. 10. 11. workday. Sweep all loose debris from the substrate. Position Sure-Weld membrane over the acceptable substrate. Fold membrane sheet back so half the underside is exposed. Stir Sure-Weld Bonding Adhesive thoroughly scraping the sides and the bottom of the can (minimum 5 minutes stirring is recommended). Bonding surfaces must be dry and clean. Apply Sure-Weld Bonding Adhesive to the exposed underside of the membrane and the corresponding substrate area. Do not apply Bonding Adhesive along the splice edge of the membrane to be heat welded over adjoining sheet. Apply adhesive evenly, without globs or puddles with a plastic core medium nap paint roller to achieve continuous coating of both surfaces at a coverage rate of approximately 120 square feet per gallon per one Surface (membrane or substrate) or approximately 60 square feet per gallon per finished surface (includes coverage on both membrane and substrate). A 9" roller will easily fit into the 5-gallon containers. A mechanical roller dispenser can be used to apply Bonding Adhesive when the continuous coating and coverage rate noted above are maintained. CAUTION: Due to solvent flash-off, condensation may form on freshly applied Bonding Adhesive when the ambient temperature is near the dew point. If condensation develops, possible surface contamination may occur and application of Bonding Adhesive must be discontinued. Allow surface to dry and apply a thin freshener coat at a coverage rate approximately half the coverage rate stated above to previously coated surface when conditions allow for continuing. Allow adhesive to dry until it is tacky but will not string or stick to a dry finger touch. Roll the coated membrane into the coated substrate while avoiding wrinkles. Brush down the bonded section of the membrane sheet immediately after rolling the membrane into the adhesive with a soft bristle push broom to achieve maximum contact. Fold back the unbonded half of the sheet and repeat the bonding procedures. Apply Bonding Adhesive to the remaining exposed underside of membrane and adjacent substrate and complete this section as described above. Install adjoining membrane sheets in the same manner, overlapping edges a minimum of 2" to provide for a minimum 1-1/2" heat weld. It is recommended that all splices be shingled to avoid bucking of water. DIVISION 7 - Page 18 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION CAUTION: If aesthetics are of concern, protect completed sections of the roof so Bonding Adhesive not discolor the membrane surface. Do not place Bonding Adhesive containers or their lids directly on the surface of the Sure-Weld membrane. Heat Welding Procedures 1. General Heat weld the Sure-Weld membrane sheets using the Automatic Heat Welder or Hot Air Hand Welder and silicone roller. It is recommended that membrane sheets be installed in groups of 3 in order to routinely examine the heat welded seams as work progresses across the roof deck during each day. When roof slope exceeds 5" per horizontal foot, use of the Automatic Heat Welder may become more difficult; use of the Hand Held Hot Air Welder is recommended. Check the surfaces of the Sure-Weld membrane to be heat welded to ensure they are properly prepared as outlined below: Membrane Cleaning - The surfaces to be heat welded must be clean. Membrane overlaps, which become contaminated with field dirt must be cleaned with Weathered Membrane Cleaner. Weathered Membrane Cleaner should be wiped dry with a clean HP Splice Wipe prior to welding. No residual dirt or contaminants should be evident. Exposed Membrane Seam Preparation - Surface oxidation of Sure- Weld membrane wilI occur upon exposure to heat and sunlight. After exposure to the elements, membrane must be cleaned with Weathered Membrane Cleaner prior to heat welding as follows: 1) Apply Weathered Membrane Cleaner to the surface of the membrane which has been exposed using a clean HP Splice Wipe or other white rag and wipe along the direction of the seam. If natural fiber rags are used, they must be white to prevent fabric dye from discoloring the membrane. Prior to heat welding, wipe the surface where Weathered Membrane Cleaner has been applied with a clean, dry HP Splice Wipe or other white rag to remove cleaner residue. DIVISION 7- Page 19 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 2) Weathered Membrane Cleaner will achieve approximately 600 linear feet (one surface) of coverage per gallon for a standard heat welded splice area. The membrane can typically be repaired with the standard cleaning method referenced above. In cases where the standard cleaning method is not sufficient, additional scrubbing and cleaning will be required. Operating Automatic Heat Welder a. Temperature Settings When making a Sure-Weld splice, no one temperature setting or speed can be used to describe the temperature setting or speed to set the robot. The splice must be tested to determine the quality of the splice. Consult the respective heat welding machine manufacturer for recommendations concerning proper temperature setting and speed control of their equipment. Typically, the colder the ambient temperature (and likewise the membrane temperature) the slower the Automatic Heat Welder speed control must be adjusted to produce proper seams. As a general guide, Sure-Weld membrane will weld at a lower temperature (1000° F) and faster speed (10' to 15' per minute) than most other heat welded membrane materials. With the Leister Varimat Automatic Heat Welder, the suggested heat setting is 1004° F at 12.5' per minute. With any other brand of robot welder, the temperature should be set at the manufacturer's recommended temperature to obtain the correct splice results. The following is a list of items to be checked to determine the temperature setting and the speed at which a splice should be completed: 1) When the membrane is in direct sunlight, the temperature or robot speed may have to be adjusted when moving into a shaded area, check the splice results. Remember the membrane surface in a shaded area will be cooler than a membrane surface that is in sunlight. Darker colored membrane (such as gray) will be warmer than white and may affect the welder speed. 2) Dampness on the membrane from dew, a passing rain shower or misting condition will reduce heat from the splice due to evaporating moisture from the membrane surface. The heat DIVISION 7 - Page 20 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION welding temperature (increased) or the robot speed (slower) will have to be adjusted to produce a good splice. Water must be wiped from the welding surface prior to welding the splice. 3) Wind has a cooling affect as it blows over the surface. It will also affect the air flow in the splice reducing the effectiveness of the hot air gun. This will require the operator to increase heat from the hot air gun or reduce the welder speed. 4) Substrates make a substantial difference in the amount of heat required to produce a proper heat welded splice. The robot will have to be adjusted accordingly: Plywood and Concrete act as heat sinks and will take a higher temperature or slower speed setting than insulation. Cool damp substrates will take a higher temperature or slower speed setting than dry substrates. Membrane "bleed-out" from between sheets will not occur with Sure-Weld membrane if properly welded. If bleed-out is occurring (the dark underside of the membrane begins to melt and flow), the welder speed should be increased to reduce welding temperature. Equipment Set-Up Equipment set up is the responsibility of the Authorized Applicator. When poor welding is occurring check the following: 1) If the membrane is overheated on one side or the other, check the nozzle to be sure it is distributing the heat evenly between the two sheets. 2) If the heat is bypassing the edge of the sheet producing a cold weld along the edge of the splice, be sure the nozzle is completely under the sheet and the air dam is in place and functional. 3) If the probed splice is tight at the edge but a cold weld is present in the center of the splice (the heat is melting the edges but does not melt the center of the splice), check to be sure the robot is not running too fast. 4) Ensure the silicone pressure wheel is intact with no voids in the silicone. If voids are present, incomplete welding will result. DIVISION 7- Page 21 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 5) If a machine with a brass plate air dam is used, be sure all wheels on the air dam are not binding. Binding wheels will cause sheet movement and distortion during the welding process. 6) The Automatic Heat Welder nozzle should be adjusted as dose to the pressure wheel as possible. If the nozzle is too far away from the pressure wheel, distortion of the membrane may occur due to heat expansion. Note: Adjust weld nozzle so the curved portion (heel) extending outside the seam area does not contact or drag on the exposed surface of the membrane. This portion of the nozzle should be 1/16" to 18" above the membrane surface. 7) Overheating the membrane will cause poor welds. It is recommended that the automatic welder be run not less than 10' a minute on average temperature days. Only on very cold days would the welder be run below this speed. The temperature and welder speeds must be determined based on test welds prior to actual sheet welding. 8) Clean screen of dirt and debris on air inlet of heat gun every day. Accumulation of contaminants on screen will reduce air flow and heat output of welder. Membrane Welding 1) Prepare the Automatic Heat Welder and allow it to warm for approximately 5 to 10 minutes to reach operating temperature. 2) Position the Automatic Heat Welder properly prior to seaming with the guide handle pointing in the same direction the machine will move along the seam. 3) Lift overlapping membrane sheet and insert blower nozzle of Automatic Heat Welder between the overlap. Immediately begin moving machine along seam to prevent burning the membrane. 4) Proceed along the seam ensuring that the small guide wheel in front of the machine aligns with the edge of the top membrane sheet. Guide the machine from the front only. CAUTION: Ensure the power cord has plenty of slack to prevent dragging the machine off course (which could result from a tightly stretched cord). DIVISION 7 - Page 22 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 5) Note: 6) 7) 8) 9) At all splice intersections, roll the seam with a silicone roller to ensure a continuous heat welded seam (the membrane should be creased into any membrane step-off with the edge of the silicone roller). A false weld may result due to surface irregularities created by multiple thicknesses of Sure-Weld membrane sheets. When using 60-mil or thicker Sure-Weld Membrane, TPO "T" Joint Cover or a surface splice of Sure-Weld Non-Reinforced Flashing must be applied over all "T" joint splice intersections, refer to Detail SWA-2A. To remove the Automatic Heat Welder from the finished splice, stop the movement of the machine and immediately remove the nozzle from the seam area. Mark the end of the heat welded seam with a water-soluble marker for easy identification. A Hand Held Welder will be necessary to complete the weld in the area between where the Automatic Heat Welder is stopped and restarted. Perform a test weld at least at the start of work each morning and afternoon. Test welds should be made if any changes in substrate or weather conditions occur. Recommendation to Prevent Membrane Creeping and Movement a) The operator of the robot must apply foot pressure to the membrane, kicking and sli4ing the membrane under the robot to keep the membrane tight. Always have the operator stand on the unfastened sheet of membrane to prevent sheet movement. b) Do not release foot pressure from the membrane until the pressure wheel rolls over the membrane in front of the foot that is holding the membrane in place. c) Use of Welding Tracks Set welding tracks lengthwise along the splice, close to the Automatic Heat Welder air dam to reduce membrane movement caused by the welding process. The operator must continue to apply foot pressure to the welding tracks to help hold the membrane splice in place. Welding tracks are moved as welder prolB'esses along seam. DIVISION 7 - Page 23 of 35 DMSION 7 - THERMAL AND MOISTURE PROTECTION Welding tracks can be: Sheet metal, 22 gauge - 12" wide by 10' long (with rounded comers). Aluminum or steel plates - 1/4" x 3", 4' to 6' long (with rounded comers). Lay flat tubing filled with sand - 4' to 6' long. Wood planks - 2" x 12" X 4' to 6' long. Heavy plywood - 3/4" x 24" x 8' long. d. Test Cuts 1) Perform a test weld at least at the start of work each morning and afternoon. 2) The test sample should be approximately 1 inch wide and longer than the width of the seam (cut across the heat welded seam). Peel the test sample apart after it has thoroughly cooled (approximately 10 minutes) and examine for a consistent 1-1/2" wide minimum weld. Delamination of the membrane from the scrimreinforcement is an indication of a properly welded seam. 4) Identify the following seam problems to assure seam quality: Discolored or melted membrane - Increase speed or decrease temperature setting if membrane discolors or exhibits melting (membrane begins to flow). Voids and wrinkles - A proper heat welded seam has no voids or wrinkles and must be at least 1-1/2" wide. Refer to Seam Probing procedures outlined below for proper inspection of seam deficiencies. Hand Held Welder Settings Temperature setting for hand held welders when used for flashing should be approximately "6" (on a scale from 1 to 10). Temperature settings for hand held welders when used for membrane should be approximately "8" (on a scale from 1 to 10). Exact settings will vary based on ambient temperatures, substrate and type of welder. Silicone roller should always be placed fiat against membrane to be welded. Do not turn roller on edge to weld membrane or flashings. DIVISION 7- Page 24 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Jo 5. Seam Probing Carlisle's Seam Probe is recommended to be used to probe all heat welded seams. As an option, a cotter pin puller can be used to probe heat welded seams. Probing seams must be done once heat welds have thoroughly cooled. Heat welded seams must be pmbed throughout the day to check seam quality and to make proper adjustments to heat welding equipment. The repair of deficiencies must be done routinely throughout the day but no later than the end of each workday. Allow heat welded seams to cool thoroughly for approximately 30 minutes. Premature probing can damage warm seams. Draw the probing tool tip along the edge of the heat welded seam. Apply firm pressure to probe the seam junction, but not into the bottom membrane sheet. The tool will not penetrate into the lap area of a properly welded seam. If the seam probing tool penetrates into the lap area, mark the seam using a water-soluble marker at the beginning and the end of voids or wrinkles in the seam edge. Repair seam deficiencies as soon as possible using the hand held welder. Carlisle recommends that repairs be made the same day they are discovered. Probe repaired seams after they have cooled completely. If the repair is acceptable, wipe off the water soluble marker lines; if not acceptable, repair the seam using the procedures for repair of heat welded seams as outlined in Repair Procedures for Aged Sure-Weld Membrane. Note: All laps must be probed each day soon after it has cooled to verify the welder set-up is effective. Particular attention must be given to all membrane intersections and heat welded seams at insulation joints. In addition, there should be periodic checks (including at the start of each day) to verify good peel strength. f. Apply Cut-Edge Sealant on all cut edges of the reinforced membrane (where the scrim reinforcement is exposed) after seam probing is completed. Cut-Edge Sealant is not required on vertical splices. When a 1/8" diameter bead of Cut-Edge Sealant is applied, approximately 225 - 275 linear feet of coverage per squeeze bottle can be achieved. WELDING PROBLEMS/REPAIRS A Hand Held Hot Air Welder and a 2" wide silicone roller must be used when repairing the Sure-Weld membrane. When the entire heat welded seam is to be overlaid, an Automatic Heat Welder may be used. DIVISION 7- Page 25 of 35 DMSION 7 - THERMAL AND MOISTURE PROTECTION Note: Prior to proceeding with any repair procedure, the area to be repaired must be cleaned and any material that has been exposed to the elements must be prepared with Weathered Mc~rnbrane Cleaner as outlined in Paragraph 1.2.b, Exposed Membrane Seam Preparation. The membrane can typically be repaired with a standard cleaning method. In cases where the standard cleaning method is not sufficient, the following procedures must be used. Scrub the area to be welded with a primer pad and Weathered Membrane Cleaner. The cleaner will become discolored with abraded membrane during this procedure. Clean all residue from the area to be welded with a Splice Wipe or natural fiber (cotton) clean rag. Weld the new membrane to the cleaned area using standard welding procedures. Voids in welded seams can be repaired using a Hand Held Hot Air Welder and a silicone roller. Position the hand held welder facing into void so hot air is forced between overlapping membranes. Roll the top membrane surface using positive pressure toward the outer edge until the heated membrane surfaces are fused. Exposed scrim-reinforcement (resulting from scorching surface of membrane) and test weld areas must be repaired by overlaying the damaged area with a separate piece of Sure-Weld reinforced membrane with rounded comers. The overlay must extend a minimum of 2" past the area to be repaired. Probe all edges of the overlay once cooled to ensure a proper weld has been achieved. Seal all cut edges of Sure-Weld reinforced membrane with Cut-Edge Sealant. The same overlay repair procedures may be used for punctures in the Sure-Weld membrane. Ko ADDITIONAL MEMBRANE SECUREMENT Additional membrane securement is required at the perimeter of each roof level, roof section, curb, skylight, interior wall, penthouse, etc., at any inside angle change where slope or combined slopes exceed 2" in one horizontal foot, and at other penetrations in accordance with the applicable Carlisle details. DIVISION 7 - Page 26 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Lo Securement may be achieved as follows: Carlisle standard 2" diameter Seam Fastening Plates or Piranha Plates may be used to secure the membrane, which will be flashed with a separate piece of Sure- Weld Reinforced Membrane as shown in the applicable Carlisle Detail. As an option, 6" wide TPO Pressure-Sensitive RUSS may be installed in conjunction with Carlisle Fasteners and 2" diameter Seam Fastening Plates spaced a maximum of 12" on center below the deck membrane. The securement strip shall be installed horizontally at the base of walls or penetrations. The deck membrane is primed with HP-250 Primer, spliced to the RUSS and continued as wall flashing resulting in continuous membrane flashing without penetration of the deck membrane. Securement of the membrane shall be a maximum of 12" on center. Fasteners shall be positioned 6" minimum to 9" maximum from the inside or outside comer. Refer to the "Insulation Fastening Criteria" chart in "Attachment 1" at the end of this section for the required Carlisle Fastener/Plate with the corresponding deck type. 5. After securing the membrane, flash in accordance with the appropriate detail. FLASHING General Flashing Conditions Flashing of parapets, curbs, expansion joints and other parts of the roof must be performed using Sure-Weld reinforced membrane. Sure-Weld non-reinforced membrane can be used for flashing pipe penetrations, Sealant Pockets and scuppers as well as inside and outside comers when the use of pre-molded or pre- fabricated accessories are not feasible. When possible, all reinforced membrane splices are heat welded with the Automatic Heat Welder. The Hand Held Hot Air Welder should be utilized in hard to reach areas, smaller curbs, vertical splices and when using non-reinforced membrane. All existing loose flashing must be removed prior to application of Sure- Weld membrane especially when the new Sure-Weld Flashing is to be adhered. The new Sure-Weld membrane must totally conceal all existing intact flashing, but must not conceal weep holes or cover existing throughwall counterflashing. Install surface mounted reglets and compression bar terminations directly to the wall surface. c. Application of Sure-Weld Bonding Adhesive DIVISION 7 - Page 27 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION On vertical surfaces such as walls, curbs and pipes, Bonding Adhesive is not required when the flashing height is 12" or less and the membrane is terminated under metal counterflashing (nailed). When a coping or termination bar is used for the vertical termination, the Bonding Adhesive may be eliminated when the flashing height is 18" or less. 1) When required as noted on Carlisle's installation details, membrane shall be adhered to vertical surfaces with Sure-Weld Bonding Adhesive. The Bonding Adhesive shall be applied continuously, without globs or puddles, with a plastic core medium nap paint roller. A 9" roller will easily fit into the 5-gallon containers. 2) The Bonding Adhesive must be applied to both the membrane and the surface to which it is being bonded to achieve a coverage rate of approximately 120 square feet per gallon per one surface (membrane or substrate) or approximately 60 square feet per gallon per finished surface (includes coverage on both membrane and substrate). 3) After the Bonding Adhesive has dried to the point that it is tacky but does not string or stick to a dry finger touch, roll the membrane into the adhesive. Care must be taken when setting the flashing to avoid bridging greater than 3/4" at angle changes (i.e., where a parapet or roof penetration meets the roof deck). This can be accomplished by creasing the membrane into the angle change. Terminate the edges of the installed membrane in accordance with Carlisle's applicable SW-9 Termination Details. In areas where metal counterflashing or surface mounted reglets are used as the vertical termination, the counterflashing must be sealed with a robber grade caulking to prevent moisture migration behind the new wall flashing. On Total System Warranty projects, Carlisle's Termination Bar in conjunction with Water Cut-Off Mastic must be installed under counterflashings and surface mounted reglets used for vertical wall terminations. Walls, Parapets, Curbs, Skylights, etc. The flashing height must be calculated so that the Sure-Weld membrane flashing includes a minimum 1-1/2" heat weld beyond the Fastening Plates. DIVISION 7 - Page 28 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Fasten at angle change as identified in Paragraph K, Additional Membrane Securement, with the required Carlisle Fastener and Plate. Flash the fasteners/plates with a separate piece of Sure-Weld reinforced membrane; crease the flashing into the angle change before attaching it to the vertical surface. As an option, 6" wide TPO Pressure-Sensitive RUSS may be used and the field membrane can be adhered to the RUSS and continued as wall flashing as shown on the applicable Carlisle Detail. Metal Edge Terminations The metal edge must be secured to the wood nailer as specified by the manufacturer. Refer to the appropriate SW-1 Detail for flashing options and requirements. Other Penetrations a. Pipes, Round Supports, etc. 1) Flash pipes with Molded Pipe Flashings or Split Pipe Seals where their installation is possible. Deck flanges cannot be overlapped or installed over angle changes. Molded pipe flashings cannot be cut and patched; deck flanges cannot be overlapped or installed over angle changes. 2) Where Molded Pipe Flashings or Split Pipe Seals cannot be installed, APPLY FIELD FABRICATED PIPE FLASHING using Sure-Weld non-reinforced membrane. Flexible Penetrations (braided cables, conduits, wires, etc.) must be enclosed in a stable "goose neck". Apply a TPO Split Pipe Seal or field fabricated pipe flashing to flash the goose neck. Hot pipes that exceed 120° F, must utilize an insulated metal collar and rain hood, flashed with a field fabricated pipe flashing. Refer to Detail SW-8C. For pipe clusters or unusually shaped penetrations, a Molded TPO Sealant Pocket must be utilized. DAILY SEAL 1. On phased roofing, when the completion of flashings and terminations is not possible by the end of each work day, provisions must be taken to temporarily DIVISION 7 - Page 29 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION Oo close the membrane to prevent water infiltration. Temporarily seal any loose membrane edge down slope using asphaltic based roof cement, hot asphalt, spray urethane foam or a similar product so that the membrane edge will not buck water. Caution must be exercised to ensure that the membrane is not temporarily sealed near drains in such a way as to promote water migration below the membrane. 3. On existing built-up roofs, remove the gravel. The surface must be clean and dry. After embedding the membrane in daily seal material, CHECK FOR CONTINUOUS CONTACT. Provide continuous pressure over the length of the temporary seal with 15' lengths of 2-1/2" diameter Lay Flat Tubing filled with dry sand. Note: The use of rigid wood nailers is not recommended due to warping and because constant compression cannot be achieved on an uneven substrate. When work is resumed, pull the Sure-Weld membrane free; trim and remove membrane where the daily seal material was previously applied before continuing installation of adjoining sections. CLEAN UP Hand prints, footprints, general traffic grime, industrial pollutants and environmental dirt shall be cleaned from the surface of the Sure-Weld membrane by scrubbing with soapy (non-abrasive soap) water and rinsing the area completely with clean water. Weathered Membrane Cleaner can also be used to clean the surface of the Sure-Weld membrane. END OF SECTION 07543 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING SYSTEM (METAL RETROFIT ROOFING SYSTEM) DIVISION 7 - Page 30 of 35 · DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07600 - FLASHING AND SHEET METAL DELIVERY A. Delivered materials shall be in the manufacturer's original packages and containers clearly marked with the approved mmiufacturer's name and trademark for every item. B. Store all materials in a dry, ventilated place off the ground. During adverse weather conditions and job delays, store materials under cover or in a totally enclosed space. Use of wet materials will not be permitted. PREPARATION A. Vents, drains and other projections through surfaces shall be properly positioned. B. Wood blocking and nailers for flashing cleats shall have been rigidly anchored in place. C. Dissimilar metals in contact shall be fully isolated from each other. Unprimed, abraded or otherwise corrosive surfaces of metal shall receive a coat of the bituminous paint and allow to dry before assembling. MATERIALS A. Stainless Steel: Sheets or strips - ASTM A167, Type 302 or 304 gauge..015 inch - 8 to 10- foot lengths. Finish - 2D. Solder - ASTM B32 - 60-40% block tin and pig lead. Flux - Acid type. Sealant - single component synthetic robber - color as selected by the Engineer. B. Pop Rivets - noncorrosive metal, may be used where water tightness of fastener is not a factor or if waterproof rivets are used. C. Pipe Flashing - Flashing around pipes and vents extending above the roof shall extending at least 12" above the finished roof surface, and extending at least six inches beyond opening. D. Mechanical Equipment Flashing - Examine Plans and Specifications for mechanical and electrical trades and note extent of flashing covered herein. Provide all flashing in addition thereto as necessary. MISCELLANEOUS WORK AND CLEANING A. Do all necessary cutting, patching, fitting in connection with the fitting and sealing of the modular units, one to another. B. On completion, work shall be lefl in perfect condition. END OF SECTION 07600 - FLASHING AND SHEET METAL DIVISION 7 - Page 31 of 35 DIVISION 7 ~ THERMAL AND MOISTURE PROTECTION SECTION 07711 - GUTTERS AND DOWNSPOUTS SCOPE Under this Section, the Contractor shall supply all labor, materials, equipment and incidentals necessary to complete the gutter replacement as specified herein, shown on the Contract Drawings and/or as directed by the Engineer. In general, the work to be done shall include but not be limited to the following: 1. Gutter 2. Gutter hanger bracket 3. Downspout 4. Sealant SUBMITTALS Product Data: Catalog sheets. MATERIALS A. Gutter: Match existing. B. Fascia Cleat (Surface Mounted): Gutter manufacturer's continuous aluminum fascia cleat designed for attachment directly to the fascia board. C. Gutter Hanger Brackets: Gutter manufacturer's aluminum hanger brackets designed to span across the top of the gutter forming a spreader and stiffener bar. D. Downspout: Match existing. E. Downspout Strap: Downspout manufacturer's standard strap. F. Finish: Match existing. G. Accessohes: Gutter manufacturer's standard or recommended sealant, pop rivets, screws, and bolts. H. Sealant: 1. Silicone, one part, low modulus. 2. Butyl rubber, one part. FABRICATION A. Fabricate gutters, downspouts, and fittings to the shape and profile indicated on the Drawings. When fabrication details are not indicated follow the applicable requirements DIVISION 7 - Page 32 of 35 · DIVISION 7 - THERMAL AND MOISTURE PROTECTION of the Architectural Sheet Metal Manual of the Sheet Metal And Air Conditioning Contractors National Association, Inc. 1. Form gutters in continuous sections and downspouts in 10 foot long sections. PREPARATION A. Do not install the Work of this Section unless all necessary nailers, blocking and other supporting components have been provided. INSTALLATION A. Unless shown or specified otherwise, install the gutter system in accordance with the manufacturer's installation instructions. B. Install continuous fascia cleat. 1. Secure the fascia cleat to the fascia board with aluminum nails 6 inches oc. C. Trim the top front and back edges of one end of each gutter section so the sections will overlap each other 2 inches and nest snugly together. Before joining sections together, apply sealant between the mating surfaces. D. Install gutter brackets 3 feet on center. 1. Lock the front of the bracket to the gutter edge and secure the other end to the fascia board with aluminum screws. E. Install gutter end pieces, mitered coruers, and drop tubes. Apply sealant between mating surfaces and secure with pop rivets. F. Install downspouts with end joints that telescope a minimum of 1-1/2 inches. G. Install necessary offsets and elbows. H. Install a minimum of 2 straps at each downspout section. Fasten downspouts to straps with pop rivets. I. Secure straps to wood walls with screws. J. Discharge Elbows: Fasten leader shoes to downspouts with pop rivets. CLEAN1NG A. The General Construction Contractor shall, upon completion of his Work, clean his equipment to the satisfaction of the Owner. END OF SECTION 07711 - GUTTERS AND DOWNSPOUTS DIVISION 7 - Page 33 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 07920 - SEALANTS AND CAULKINGS WORK INCLUDED Caulking of exterior joints formed by the intersection of different materials, such as masonry and concrete, masonry and metal, wood with masonry or metal, and adjacent dissimilar materials. B. Caulking of joints at heads, jambs and sills of door frames and windows. C. All other caulking where indicated on Drawings or required by building conditions. DELIVERY Materials delivered to the job site shall bear the quality label and the name or trademark of the approved manufacturer; shall be new, unopened and from fresh stock, and shall be the same products and manufacture as approved. Caulking tubes shall bear label indicating conformance to referenced Federal Specifications. MATERIALS Caulking compound for general exterior application shall be "Tremco's Dymeric", a two- part polytremdyne polymer sealant conforming to Federal Specifications TT-S-00227E as manufactured by the Tremco Manufacturing Co., Cleveland, Ohio. Approved equivalent items of the following manufacturers may be provided: Pecora Chemical Corp., Harleysville, Pa. or Products Research and Chemical Corp., Burbank California. Caulking compound for general interior application shall be "Tremco"s Caulking Compound" an oleo-resinous caulking compound conforming to Federal Specifications TT- C598B as manufactured by the Tremco Manufacturing Co., Cleveland, Ohio. Approved equivalent items of the following manufacturers may be provided: Pecora Chemical Corp., Harleysville, Pa., or Products Research and Chemical Corp., Burbank, California. C. Colors of Caulking Compound - As selected by the Engineer. Primer - A quick drying, non-staining liquid as recommended by the caulking compound manufacturer. Primer shall be used in all installations unless the caulking manufacturer specifically states otherwise. Back-up (Packing) Material - Polyethylene foam or hollow tubing or other approved non- staining material. INSTALLATION Surface Preparation - Remove dust, dirt, grease and other foreign and objectionable material. DIVISION 7 - Page 34 of 35 DIVISION 7 - THERMAL AND MOISTURE PROTECTION B. Application of Caulk 1. Joints deeper than 1/2" shall have backing material installed to within 1/4" of the face of the joint. 2. Apply caulking compound under sufficient pressure to force out all air and to completely fill the joints, using a caulking gun with nozzles of widths as necessary to fit the various joints, except in locations where knife application is necessary. 3. Tool joints to a neat and smooth bead of uniform width, finishing flush with adjoining surfaces or tool to a concave profile. 4. Upon completion of caulking, joints not completely filled shall have caulk roughened and then the joint shall be properly filled and tooled. 5. Adjacent surfaces soiled by caulking operations shall be cleaned immediately. END OF SECTION 07920 - SEALANTS AND CAULKINGS · DIVISION 7 - Page 35 of 35 DIVISION 8 - DOORS AND WINDOWS GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA, and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 8 - DOORS AND WINDOWS Included in this Division are the following sections: 08110 Steel Doors and Frames 08500 Metal Windows 08710 Finish Hardware 08800 Glazing DIVISION 8 - Page 1 of 16 DIVISION 8 - DOORS AND WINDOWS SECTION 08110 - STEEL DOORS AND FRAMES STANDARDS (OF DESIGN AND CONSTRUCTION) Steel Doors and Frames shall conform to requirements of Steel Door Institute (SDI 1000) as modified by local code requirements and as specified herein. Doors and frames shall bear a label indicating compliance with the referenced standards. Doors 1-3/4" thick, 18 gauge. LF 18 Series Galvannealed with polystyrene core exterior as manufactured by Steelcraft Building Products, Cincinnati, Ohio (513-745-6400) or approved equal, in elevations as indicated on the drawings. Frames - Full width type 16 gauge. Include provisions for silencers and gaskets. Frame profile shall be one piece. Maximum Clearance · top rail and hinge stile: 1/16" · lock stile: 1/8" · floor and saddle: 1/4" SHOP PAINTING Material - A thermosetting primer (in which the vehicle is a mixture of epoxy and pheolic resins or straight epoxy) formulated for metal priming and baking. INSTALLATION OF DOORS & FRAMES A. Steel Doors and Frames Install in accordance with the final shop drawings, manufacturer's data, and as herein specified. Placing frames - Set frames accurately in position, plumbed, aligned and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces and spreaders leaving surfaces smooth and undamaged. Make field splices in frames as detailed on final shop drawings, welded and finished to match factory work. Remove spreader bars only after frames or bucks have been properly set and secured. 3. Door Installation Jambs and head: 3/32". Meeting edges, pairs of doors: 1/8". DIVISION8- Page2 of 16 · DIVISION 8 - DOORS AND WINDOWS Bottom: 1/4", where no threshold. Bottom: At threshold: 1/8". Place fire~rated doors with clearances as specified in NFPA Standard No. 80. 4. Adjustments Check and readjust operating finish hardware items just prior to final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including doors or frames which are warped, bowed or otherwise unacceptable. INSTALLATION OF FINISH HARDWARE A. GENERAL All finishing hardware specified in the Section 08710 of this specification entitled "Finish Hardware" shall be received, accounted for, stored and applied under this Section. Hardware shall be sorted and stored in space assigned by Contractor and shall be kept at all times under lock and key. The safety and preservation of all items delivered will be the responsibility of the Contractor. Hardware shall be carefully fitted and securely attached, in accordance with these specifications and the instructions of the various manufacturers. Mount hardware units at heights recommended in "Recommended Locations for Builders' Hardware" by NBHA unless otherwise noted on Drawings. (See Door Type elevations in the Drawings.) Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or finished in another way, install each item completely and then remove and store in a secure place during the finish application. After completion of the finishes, re-install each item. Do not install surface-mounted items until finishes have been completed on the substrate. Set units level, plumb and tree to line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. Drill and countersink units which are not factory prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. Cut and fit threshold and floor covers to profile of door frames, with mitered comers and hair-line joints. Join units with concealed welds or concealed mechanical joints. Cut smooth openings for spindles, bolts and similar items, if any. DIVISION 8 - Page 3 of 16 DIVISION 8 - DOORS AND WINDOWS All keys used shall be construction keys which are to be tagged with fiber discs as approved, clearly labeled with identifying inscriptions and then neatly arranged in a temporary cabinet. All construction keys shall be returned to the Owner. B. ADJUSTING AND CLEANING Adjust and check each operating item of hardware and each door, to ensure proper operation or function of every unit. Lubricate moving parts with type lubrication recommended by manufacturer (graphite-type if no other recommended). Replace units which cannot be adjusted and lubricated to operate freely and smoothly as intended for the application made. Final adjustment: Wherever hardware installation is made more than one month prior to acceptance or occupancy of a space or area, return to the work during the week prior to acceptance or occupancy, and make a final check and adjustment of all hardware items in such space or area. Clean and re-lubricate operating items as necessary to restore proper fimction and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. CLEAN UP AND PROTECTION A. CLEAN-UP At regular intervals during the course of the work, all debris and excess material shall be cleaned up and removed from the site. Upon completion of installation, clean all spaces of debris caused by woodwork installation. B. PROTECTION Protect all woodwork hardware, doors and frames and finish accessories from marring, defacement or other damage until final completion and acceptance of the project by the Owner. Repair or replace all defective units prior to final inspection as directed by the Architect. Any units that cannot be satisfactorily repaired in the opinion of the Architect shall be replaced with new units of same original design, at no additional cost to the Owner. END OF SECTION 08110 - STEEL DOORS AND FRAMES DIVISION 8- Page 4 ofl6 · DIVISION 8 - DOORS AND WINDOWS SECTION 08500 - METAL WINDOWS SUMMARY Furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all work including, but not limited to, the following: 1. Aluminum operable double hung window. DESCRIPTION A. Applicable provisions of the "General Conditions", the "Supplementary and Special Conditions" and "Division 1 General Requirements" form a part of this section. B. Furnish all labor, mater/als, equipment and appliances necessary or required to perform and complete all work including, but not limited to, the following: 1. Aluminum operable windows 2. Insect screens for all operating sash QUALITY ASSURANCE A. Al1 materials shall be free from defects impairing strength, durability or appearance and shall be the best quality for the purpose specified. B. Performance 1. "U" values: ASHRAE .56, Tested .69 2. Structural Rating: A2-HP 50 to 100 (dependent on window size. 3. Air Infiltration Rating: A2-HP have a :17 rating 4. Water Resistant Ratings: A2-HP have a 9.34 rating SUBMITTALS A. Submit shop drawings and samples in accordance with the General Conditions as requested by the Architect. B. Before proceeding with the manufacture of aluminum windows, prepare and submit complete manufacturing and installation drawings, showing all parts of all members indicating thickness of metal, details of construction, and methods of anchoring a relationship of abutting construction. DIVISION 8 - Page 5 of 16 DIVISION 8 - DOORS AND WINDOWS DELIVERY, STORAGE AND HANDLING A. Deliver in ample time to facilitate the work of this Section. B. Take care to protect components during handling and storage. JOB CONDITIONS A. Protect surfaces of aluminum window components during and after installation to preclude any damage. B. Remove and replace all work showing any defects or blemishes without additional expense to the Owner. MATERIALS A. Aluminum Thermal Break Double Hung Windows: Frame, sash, and panel sections: Extruded aluminum shapes of alloy 6063-T5 with a minimum ultimate tensile strength of 22000 P.S.I. with integral thermal structural barriers. Mainframe, sash and panel sections shall have a nominal wall thickness of not less than 0.062" and sills shall have a nominal wall thickness of not less than 0.078". Sash glazing rabbets shall be between 5/8" to 7/8" to receive double insulated glazing. Weatherstripping: Mylar shielded pile in both sash to create a continuous unintermpted weather seal. Screens: Extruded aluminum frames with 18 x 14 mesh aluminum screen cloth and aluminum hardware for windows shall be provided by the manufacturer of the double hung windows. Louvers: Z type flame and blades 6063-T52 alloy extruded aluminum sections, minimum .081" thick. Anchors, clips, bolts, and screws to secure windows and mullions in place: Aluminum, non-magnetic stainless steel or zinc coated steel. Locking handles, and miscellaneous hardware: Aluminum or non-corrosive material compatible with aluminum. Finish: Electrostatically applied baked acrylic enamel finish. Color shall be as selected by the Architect. DIVISION 8 - Page 6 of 16 · D~VISION 8 - DOORS AND WINDOWS FABRICATION A. Aluminum Thermal Break Double Hung Windows: 1. Frame comers shall be machined, double screwed, and sealed at head and sill with ductile type sealant. 2. Sash rails shall be machined at both ends to receive stiles and are secured with one screw per joint. 3. Treat with anodic finish after fabrication MANUFACTURER Aluminum Double Hung, insulated glass, thermal break window: Series 670 DH as by Efco Windows or equal. Units shall be provided with tilt in sash for cleaning. INSPECTION Window openings shall conform with details, dimensions and tolerances shown on the window manufacturer's approved shop drawings. Conditions which may adversely affect the window installation must be corrected before installation commences. INSTALLATION A. Install using men of the trade, in accordance with the manufacturer's instructions, as herein specified and as shown on the drawings. 1. Set units plumb, level and tree to line, without warp or rack of frames or vents. 2. Anchor units securely to surrounding construction with approved fasteners. 3. The exterior joints between the sash, trim and mullions shall be properly sealed watertight with an approved sealant mad neatly pointed. 4. Tightly caulk all joints between metal and masonry to insure a watertight job. B. Attach ventilator hardware and adjust ventilators to operate smoothly free from twist and be weathertight when closed. C. Install fixed and operable windows of type indicated, in openings in strict accordance DIVISION 8 - Page 7 of 16 DIVISION 8 - DOORS AND WINDOWS with approved shop drawings. Install panning system at head, jambs and sills of replacement windows. Set units and panning, plumb level and true to line, without warp or rack of frames or vents. Anchor units and panning, securely to surrounding construction with approved fasteners. The exterior joints between the sash, trim, mullions and panning, shall be properly sealed watertight with an approved sealant and neatly pointed. ADJUSTMENT AND CLEANING A. Adjust windows for smooth operation. B. Adequately protect exposed portions of aluminum windows from damage caused by adjacent construction. C. At completion of project, remove protective materials and clean with plain water or water with soap or household detergent. END OF SECTION 08500 - METAL WINDOWS DIVISION 8 - Page 8 of 16 · D~IVISION 8 - DOORS AND WINDOWS SECTION 08710 -FINISH HARDWARE DESCRIPTION Furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all work including, but not limited to, the following: 1. Finish Hardware 2. Weatherstripping 3. Door Saddles QUALITY ASSURANCE Hardware shall conform to Federal Specification FF-H-106, FF-H-116 latest edition. SUBMITTALS A. Product Data: Submit manufacturer's latest printed literature on materials specified herein. Obtain approval before materials are delivered to the job site. B. Samples: Submit samples in accordance with the Contract Conditions for the various pieces of hardware required. DELIVERY~ STORAGE AND HANDLING Deliver hardware and specialty items in ample time to facilitate the work of this section. GUARANTEE Furnish to the Owner a written guarantee signed by an authorized official of the various suppliers for a period of two (2) years as evidenced by the date of final payment. All hardware shall be guaranteed against faulty workmanship and finish and to satisfactorily perform the functions required at the various places. PRODUCTS A. Hinges, lock and latch sets, door closers, holders, push and pull protective plates, exit devices, door stops and flush bolts, shall be.as indicated in the "Hardware Schedule". B. Code Requirements: Hardware for rated doors and doors indicated as labeled shall conform to applicable requirements of the Building Code. C. Door Silencers: All door frames, except gasketed frames, shall be furnished with three silencers for single doors and four for head of frame for pair of doors. DIVISION 8 - Page 9 of 16 DMSION 8 - DOORS AND WINDOWS Anchorage Devices: Exposed parts of screws and bolts shall be finished same as hardware they secure. Plates shall be secured with Phillips slot screws. Concealed devices shall be on non-ferrous metal, galvanized steel or stainless steel. Templates: Furnish suitable templates, together with the approved schedule to the respective trades, as required. Packing and Marking: Each item of hardware shall have fastening devices, key and instructions included in the same package as the hardware. Each package shall be properly labeled indicating contents and the part of the work for which intended. Labels shall include a marketing corresponding to equivalent designation on the approved hardware schedule. Hardware Requiring Shop Installation: Shall be delivered to the proper Contractor in sufficient time so as not to delay the progress of the work. Protection: Wrappings furnished by the manufacturers on knobs, handles, protective plates, kick plates, push plates and pulls, shall be of adhesive-coated paper, of a type easily removed without marring the finish of the hardware. Field Checks: The Contractor shall make periodic checks during installation of finish hardware to ascertain the correctness of the installation. After completion of the work, he shall certify, in writing, that all items of finish hardware have been installed, adjusted and are functioning in accordance with the specification requirements. MATERIALS Finished hardware shall include but not be limited to: butts lock and latch sets, rosettes, escutcheons, push plates, pulls, door mutes; 3 for single doors, closers, stops, holders and all other items necessary to make a complete job. Doors shall have 1-1/2 pair of butts per door minimum. All hardware for labeled doors shall conform to the requirements for labeled doors of the class as shown whether herein specified or not. C. Finished: 1. US 1 OD Satin Bronze 2. US26D Satin Chrome 3. US32D Satin Stainless Steel 4. SBL Sprayed Aluminum 5. DBL Sprayed Bronze 6. DURO 313 7. LBL Bronze Enamel 8. USP Prime Coated DIVISION 8 - Page 10 of 16 · DIVISION 8 - DOORS AND WINDOWS Keying Construction Master Key System shall be provided for all locks during construction. Construction master key system shall be changed over to the building master key system upon completion of the work. Keying System: The Contractor will consult with the Owner to ascertain the specified requirements for individual keying, master keying and grand master keying. Within 30 days of receipt of such information, prepare and submit a keying chart for the Owner's approval. Keys a. Formed of nickel silver, with change number and key control symbol stamped thereon. b. Forward master keys and grand master key by registered mail, in safety envelopes, to the Owner. c. Furnish keys as follows, except as otherwise requested by the Owner. 1) Individual lock setting ........... 2 keys each 2) Master key setting .................. 3 keys each 3) Blanks .................................... 25 extra 4) Grand master key setting ......... 1 key MANUFACTURER A. Butts B. Locks and Cylinders C. Closers D. Overhead Stops E. Stops and Bumpers F. Exit Devices G. Kick, Mop and Armor Plates H. Push and Pulls I. Silencers J. Key Cabinet K. Thresholds & Weatherstripping Stanley, Hager, Lawrence, McKinney Sargent, Best L.C.N., Sargent Ives, Rockwood Mfg. Ives, Rockwood Mfg. Von Duprin, Sargent, Adams Rite Rockwood Mfg., Ives Rockwood Mfg., Ives Ives, Rockwood Mfg. Telkee Pemko, Zero, National Guard DIVISION 8 - Page 11 of 16 DIVISION 8 - DOORS AND WINDOWS INSTALLATION A. Install door saddles full width of door opening scribed to frame, set in bed of caulking compound and anchored with 3/8" white bronze flush head expansion bolts 12" o.c. Provide removable cover plates of matching design where floor hinges occur. B. Install door weatherstripping at head and jambs with No. 8 stainless steel flat head machine screws 12" o.c. C. Finish Hardware 1. Receive, store and distribute all finishing hardware and assume the responsibility for its safety. Leave the protection wrapped around pieces of hardware as it is installed, properly maintain until the final completion of the building. Do not install finishing hardware in the building until all wet work had been fully completed and dry. Apply hardware not only to the work furnished under this Section but fit and adjust to work furnished under other Sections. Accurately fit and secure hardware in place, adjust to operate perfectly and free from scratches and/or other defacement. Assume responsibility for the condition and operation of all finished hardware until the issuance of the Certificate of Final Acceptance or until the building is occupied, whichever event is sooner. Face hardware shall, after being fitted, be removed before the woodwork finish or painting is applied. Immediately prior to completion of all work, go over the entire building with the Architect and see that each piece of hardware is undamaged, in perfect working order and that the proper key for the lock in question is identified. Properly tag and identify all keys and turn over to the hardware supplier, for filing by him in the key cabinet. ADJUST AND CLEAN A. At time of completion of the work, the Contractor shall clean and adjust all hardware and replace any damaged parts. Setting Up: The hardware supplier shall gather together all keys and data concerning them and shall perform the actual work of setting up and putting into operation the complete key control system for the entire project. All keys shall be properly tagged, indexed and filed in the key cabinet in accord with the instructions of the manufacturer of the lock sets and as approved by the Architect. Keys shall be turned over to the Architect, who will issue a receipt for same. DIVISION 8 - Page 12 of 16 DIVISION 8 - DOORS AND WINDOWS SCHEDULE For any doors which may be indicated on the drawings but not mentioned in the DOOR and HARDWARE SCHEDULE listed hereafier, hardware of the same kind, quality and function as that scheduled for similar proposed door shall be provided. Exterior Doors 5. 6. 7. 8. Hinges: (6) Stanley FBB199-4-1/2" x 4-1/2", bronze finish. Door Closer: (2) LCN overhead 4041 Series Alum. finish w/Hold-Open arm & metal cover. Exit device/Lockset: (2) Von Duprin 98NL series Rim exit device, US26D finish, (2) 697NL Series Tubular fixed pull, (2) 3216 rim cylinders. Removable Mullion (1) Von Duprin 4954 w/299 strike Silencers: (6) Ives SR65 Weather stripping: standard frame & door sweep Threshold: Pemko Extruded aluminum offset low profile (ADA compliant) Kick Plate - (2) 10" X 34" Stainless Steel END OF SECTION 08710 - FINISH HARDWARE DIVISION 8 - Page 13 of 16 DIVISION 8 - DOORS AND WINDOWS SECTION 08800 GLAZING DESCRIPTION Furnishing all labor, materials, equipment and appliances necessary or required to perform and complete all work including, but not limited to, the following: 1. Clear Glass 2. Tempered Glass 3. Insulated Glass QUALITY ASSURANCE A. All materials shall be free from defects impairing strength, durability or appearance and shall be of the best quality for the purpose specified. B. Glass shall meet Federal Specification DD-G-451d. C. Glazing compound shall meet Federal Specification TT-G-410. SUBMITTALS A. Submit samples in accordance with the General Conditions, as requested by the Architect. DELIVERY~ STORAGE AND HANDLING A. Deliver products to job site in ample time to facilitate the work of this section. B. Store all glass with due care to prevent breakage. JOB CONDITIONS A. Protect all glass on the project before, during, and after installation. MATERIALS A. Clear Glass: Type 1 - Primary glass (annealed float) Class I Transparent, Quality q-3 Glazing Select; 1/4" thick except as otherwise indicated. Laminated Glass: 2 sheets Type 1-Primary Glass (annealed float) Class 1 Transparent, Quality q~5 Glazing B permanently laminated together with a 0.030" thick sheet of clear plasticized polyvinyl butyral. Finished thickness 1/4" except as otherwise indicated. Tempered Glass: Type 1-Primary Glass (annealed float) Class 1 Transparent; Quality q-5 Glazing B; heat strengthened by manufacturer's standard process (after cutting to final size) to achieve a flexural strength of 4 times normal glass strength. Provide with MANUFACTURER'S SEAL INSCRIBED ON EACH LIGHT, 1/4" thick except as otherwise indicated. DIVISION 8 - Page 14 of 16 DIVISION 8 - DOORS AND WINDOWS D. Safety Glass: Laminated or Tempered as specified above for the following: 1. All doors, both exterior and interior. 2. All sidelights, both exterior and interior. 3. All vision panels, fixed or sliding. Insulated Glass: Two sheets of 1/4" thick Type 1-Primary Glass (annealed float) Class 1 Transparent, Quality q-3 glazing select; permanently and hermetically sealed together at edges with spacers, sealant and metal protective edge binding; to provide a dehydrated air space 1/2" thick with a -60 degree dew point. F. Butt Glazing Compound: Silicone sealant. Glazing Gaskets: Preformed glazing gaskets formulated of a neoprene compound conforming to the requirements of ASTM C542. Gaskets shall be as detailed on the drawings and shall be as manufactured by the Standard Products Co. H. Glazing Compound: "Dap 1012" as by Dap Inc. or approved equal. I. Joint cleaner, primer and sealer: Recommended by the manufacturer of the primary glazing material for each specific use. J. All other materials herein specified. MANUFACTURER Unless otherwise noted above, provide products manufactured by Pittsburgh Plate Glass Co., Libby-Owens and Ford Glass Co. or A.F.G. Industries, Inc. INSPECTION Examine conditions and be responsible for the proper arrangement and fit of the work. Correct discrepancies prior to proceeding with the work of this section. INSTALLATION A. Perform all work using mechanics skilled in their trade and execute work in a first class manner. B. Set all glass in a true plane, tight and straight, with proper and adequate clearance, firmly anchored to prevent rattling and looseness, with all edges cleanly cut; do not nip or seam the edges. C. Cut and set sheet window glass with waves running horizontally. DIVISION 8 - Page 15 of 16 DIVISION 8 - DOORS AND WINDOWS D. Set smooth surfaces of figured glass on the outside for exterior openings and on the corridor side for interior openings. E. Obtain and verify all measurements and size of work, accept responsibility for the correct and accurate fit of all work. Well bed and back putty glass and carefully remove all surplus glazing compound from doors, sash and adjoining work while still fresh. Finish glazing compound in tree, even lines, neat and smooth faced. ADJUST AND CLEAN A. Upon completion of glazing, thoroughly clean all glass surfaces, correct all imperfections, replace and clean all damaged or broken glass before leaving project. END OF SECTION 08800 GLAZING DIVISION 8 - Page 16 of 16 DIVISION 9 - FINISHES GENERAL The work under this Division shall be subject to the requirements of the CONDITIONS OF CONTRACT, GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, DRAWINGS, SCHEDULES, ADDENDA and other Contract documents. Refer to the Drawings and Specifications of other trades and contractors for items which might affect the work under this Division. TABLE OF CONTENTS - DIVISION NO. 9 - FINISHES Included in this Division are the following sections: 9912 Interior Painting 9652 Resilient Tile Flooring DIVISION 9- Page 1 of 7 DIVISION 9 - FINISHES SECTION 09912 - INTERIOR PAINTING (patch work around new doors and windows) SCOPE Furnish all labor, materials, equipment and appliances necessary or required to perform and complete all interior painting including, but not limited to, the following: 1. Walls 2. Millwork 3. Exposed concrete floom APPROVED PAINT MANUFACTURERS 1. Benjamin Moore & Company 2. The Glidden Company 3. Sherwin-Williams Company 4. Or approved equal PAINT MATERIALS A. All finish paint colors used shall be as selected by the Owner and or Engineer / Architect. B. Contractor to supply and install the following: 1. Benjamin Moore Eco Sped Interior Latex Eggshell Enamel 2. Benjamin Moore Eco Sped Interior Latex Semi-Gloss Enamel 3. Benjamin Moore Latex Floor & Patio Enamel EXTRA MATERIALS A. Amount: Upon completion of the work of this section, deliver to the Owner an extra 2 gallons of each color, type, and gloss of paint used on the work. B. Packaging: Tightly seal each container and clearly label with the contents and location used. DELIVERY AND STORAGE A. Deliver materials to the job site in original containers and packages bearing the manufacturer's name, type and brand. Paints shall be delivered ready-mixed except as otherwise approved. B. Store materials and equipment used on the job in a single designated space. Keep storage area neat and clean and floors adequately protected fi.om paint spillage. Place cloths and cotton waste which might constitute a fire hazard in metal containers; remove DIVISION 9 - Page 2 of 7 DIVISION 9 - FINISHES at the end of each work day. PREPARATION A. General - Surfaces to receive paint shall be dean, dry and free of all matter which will affect adhesion of paint or appearance of finished surfaces. Paint Removal: Contractor to remove all layers of existing paint on all surfaces to receive new paint as shown on the contract drawings. Pa/hr layers to be removed using the "Peel-Away" products or equal by Dumond Chemicals. Contractor to follow manufacturer recommendations for the various surfaces. Fixtures: Remove lighting fixtures, canopies, switch plates, receptacle plates and the like before painting adjacent surfaces; replace aPter painting. Protect flush type fixtures. D. Protection of Adjoining Surfaces: Prior to application of paint, remove fixture frames, escutcheons, cover plates and other similar objects on walls and store in protected area until ready to be replaced. Use tarps, drop cloths, masking tape and other suitable covers as required to protect adjacent and underlying surfaces which are likely to be stained, spotted or otherwise marred. PAINT APPLICATIONS A. All surfaces to be painted must be primed. All joints of dissimilar materials (i.e. base trim to gyp. wall) are to be caulked with painters caulk after the primer is dry and before the first finish coat of paint. The contractor is to follow the manufacturer's instructions when applying primer and paint. D. The contractor is to sand and clean all painted surfaces between each coat. Material for succeeding coats on any one surface shall be the product of the same manufacturer furnishing the first or primer- sealer coat for that particular surface except where metal primer is used applied in accordance with manufacturer's recommendation. Exercise care so that paint does not splatter. When splattering does occur, remove promptly. Primer and intermediate coats of paint shall be unscarred and completely integral at the time of application of each succeeding coat. Each coat of paint shall be inspected and approved before the succeeding coat is put on. Tint each coat of paint a slightly different shade for identification of the different coats. DIVISION 9 - Page 3 of 7 DIVISION 9 - FINISHES H. The number of coats hereinafter specified is in addition to any shop primer coats. PAINTING SCHEDULE Millwork, Windows & Metal Doors a. One coat Latex Primer (omit if pre-primed) b. Two coats Semi-Gloss Enamel Finished gypsum board walls a. One coat b. Two coats Latex Primer Latex Enamel (as selected) CLEAN-UP Upon completion of the work, remove staging, scaffolding and containers from the site; leave storage areas in acceptable condition. Replace fixture frames, escutcheons, cover plates and other similar items which were removed during painting. Paint stops and stains shall be completely removed without damage to surface. END OF SECTION 09912 - INTERIOR PAINTING DIVISION9 - Page 4 of 7 DIVISION 9 - FINISHES SECTION 09652 - RESILIENT TILE FLOORING SUBMITTALS Product Data: Manufacturer's specifications, and surface preparation and installation instructions, for each material specified except primer. Samples: 1. Resilient Tile: Full size, each type, size, and color required. 2. Base: 12 inch long sections, each type, size, and color required. 3. Color Samples: Manufacturer's standard colors, patterns, and textures. Contract Closeout Submittals: 1. Maintenance Data: Deliver 2 copies covering the installed products, to the Owner's Representative. QUALITY ASSURANCE Compatibility of Materials: For each type of tile specified, fumish associated materials made by or recommended by the tile manufacturer. PROJECT CONDITIONS Environmental Requirements: Continuously heat spaces to receive flooring to a temperature of 68 degrees F for at least 48 hours prior to flooring installation, during the installation, and for 48 hours after installation. Condition flooring materials by placing them in the spaces where they will be installed for at least 48 hours prior to installation. MAINTENANCE Extra Materials: 1. Furnish extra tile, equal to 2 percent of the tile installed, of each type and color of tile required. The extra tile shall be from the same mn and lot number as the installed tile. 2. Place extra materials in storage at the site where directed. MATERIALS Vinyl Composition Tile: FS SS-T-312, Type IV, Composition 1; 12 x 12 inch size, 1/8 inch gage. Rubber Base: FS SS-W-40, Type i; 4 inches high, 1/8 inch gage; with matching preformed external comer units. DIVISION9- Page 5 of 7 DMSION 9 - FINISHES Underlayment: 1. Mastic Type: Latex underlayment or other mastic underlayment recommended by flooring material manufacturer for the type of substrate indicated. Tile Adhesive: Water resistant, formulated for application on type of subfloor indicated, and recommended by the tile manufacturer. Floor Finish: FS P-W-155; heavy h'affic water emulsion floor wax, minimum 16 percent total solids. EXAMINATION Verification of Conditions: 1. Examine substrate surfaces to receive the Work of this Section for defects that will adversely affect the execution and quality of the Work. Do not proceed until unsatisfactory conditions are corrected, and installer's substrate surface acceptability certification has been acknowledged by the Engineer. Do not install the Work of this Section until after all other finishing operations, including painting, have been completed unless otherwise indicated or directed by the Engineer. SURFACE PREPARATION A. Unless otherwise specified, follow the materials manufacturers' written instructions. Remove dirt, grease, oil, paint, varnish, wax, sealers, and other contaminants which may impair the full bonding of the materials. Immediately before application of the flooring adhesive, vacuum clean the prepared subfloor surface. INSTALLATION Install the flooring from center marks established with principal walls; lay out the tile field and adjust to avoid use of cut units less than one-half tile wide at perimeters. Match tile units for color and pattern by using the tile in manufactured and packaged sequence. Install tile units in adhesive bed in compliance with manufacturer's printed instructions. Butt tile units tightly to vertical surfaces, thresholds, nosing, and edgings. Scribe tile around obstructions and openings as necessary to produce neat joints. Install tile evenly in straight, parallel lines. Extend tile into toe spaces, door reveals, closets and other similar openings. Install tile on pan type access cover plates tbr electrical and telephone ducts and other such items which occur within finished resilient tile floor areas. Maintain color and DIVISION9 - Page 6 of 7 DIVISION 9 - FINISHES pattern continuity with tile installed on such areas. D. Install resilient edge strips at unprotected edges of flooring, unless otherwise indicated. E. Install metal edge strips where indicated. Securely fasten in place. Install resilient base in compliance with manufacturer's printed instructions. Install base on walls, partitions, columns, and permanent fixtures unless otherwise indicated. Install base in as long lengths as practicable, with preformed external comer units. Miter internal comers. Scribe and fit base to door frames and other interruptions. CLEANING Remove any excess adhesive and other surface soiling from face of installed materials with cleaning agents recommended by the manufacturer of the material being cleaned. PROTECTION Protect installed flooring from traffic and damage. Apply non-staining kraft paper covering where necessary. Maintain covering until directed to remove it by the Engineer. FINISHING Prior to the final inspection, when directed by the Engineer, thoroughly clean tile floors and accessories. Apply 2 coats of floor finish and buff to finish. Comply with the tile manufacturer's recommended cleaning, finishing, and buffing procedures. END OF SECTION 09652 - RESILIENT TILE FLOORING DIVISION9- Page 7 of 7 TOWN SUFFOLK OF $0UTHOLD COUNTY, NEW YORK LOCATION YAP 3REAT PEEDNIC ~AY N PROJECT LOCATION PLANS FOR TOWN OF SOUTHOLD RECREATION CENTER SOUTHOLD, SEFFOLK COUNTY, N.Y. FEBRUARY 2007 NOTE: EACH CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATING ALLTOWN INSPECTIONS AND OBTAINING ALL APPROVALS. AN UNDERWRITER'~CERTIFICATE FOR ALL ELECTRICAL WORK. THE EDUCATION LAWOF THE STATE OF NEW YORk PROHIBITS ANY PERSON FROM LTERING ANYTHING ON THE DRAWINGS ANO/OR THE ACCOMIANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF ~LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ~e MADE, THE PROFESSIONAL ENGINEER MUST SION, SEAL, DEE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON [HE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). INDEX T1 Al A2 A3 TITLE SHEET & GENERAL NOTES FLOOR PLAN, WINDOW ELEVATIONS AND NOTES ROOF PLAN, ROOF DETAILS AND NOTES ELEVATIONS, EIFS DETAILS AND NOTES GENERAL NOTES: 1, THE CONTRACTOR SHALL PERFORM ALL THE WORK OF THIS CONTRACT IN STRICT ACCORDANCE WITH THE NEW YORK STATE BUILDINO AND CONSTRUCTION CODE, THE OSHA REOULATIONS AND THE LATEST EDITION OF THE NATIONAL FIRE CODE AND 101 LIFE SAFEq~' CODE. 2. THE CONTRACTOR SHALL OBTAIN APPROVALS INCLUDING A BUILDING CERTIFICATE OF OCCUPANCY. 3. COPIES OF ALL NECESSARY PERMITS, LICENSES, AND CERTIFICATES SHALL BE AVAILABLE ON PROJECT SITE PRIOR TO THE COMMENCEMENT OF THE WORK. 4-. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND SHALL IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES BE3WEEN ACTUAL CONDITIONS AND THE DRAWINGS. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAOREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE FIELD ENGINEER OR ARCHITECT. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILIT¢ AND LIABILITY ARISING THEREFROM, 5. THE CONTRACTOR SHALL COORDINATE THE WORK OF THIS CONTRACT TO AVOID ANY INTERFERENCE WITH ADJOINING PROPERTIES. 6. TRASH SHALL BE REMOVED FROM THE PREMISES DURING THE COURSE OF CONSTRUCTION AS A ROUTINE OPERATION. 7. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE PREMISES SHALL BE NEW AND UNUSED, 8. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH N.E.C,, STATE AND LOCAL ELECTRICAL CODES. 9. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH STATE ,AND LOCAL CODES. 10. THE CONTRACTOR SHALL LOCATE FIRE EXTINGUISHERS IN THE PREMISES FROM THE DATE OF THE COMMENCEMENT OF THE WORK OF THIS CONTRACT, QUANTITY AS DETERMINED BY THE FIRE MARSHAL. 11. SAMPLES OF ALL FINISHES SHALL BE SUBMflTED TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF THAT WORK. 12. DO NOT SCALE DRAWINGS, WRflTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT/ENGINEER WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 13. ALL MATERIAL TO BE USED ON THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS RECOMMENDED SPECIFICATIONS FOR INSTALLATION. 14. THE CONTRACTOR SHALL PROVIDE ALL SAFEGUARDS AS REQUIRED TO PRECLUDE INJURY TO OWNER'S AND CONTRACTOR'S PERSONNEL AND TO ALL OTHER PERSONS AT THE CONSTRUCTION SITE. 15, CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE, EXIT LIGHTS, ETC. TO ASSURE SAFETY OF OCCUPANTS DURING CONSTRUCTION. DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK TOWN OF SOUTHOLD RECREATION CENTER TITLE SHEET & GENERAL NOTES L K. McLEAN ASSOCIATES, P.O. Designed By: JK Scole: AS NOTED Sheet No, Drown By: JK Approved By: CFD Dmte: APRIL 2007 T 1 No. 07017.000 U U KITCHEN TOILET LI ( FLOOR PLAN SCALE 1/16"=1'-0" DOUBLE HUNG ,2" 6'-2" DOOR ELEVATION SLIDER WINDOW ELEVATIONS DIMENSIONS SHOWN ARE FOR REFERENCE ONLY CONTRACTOR TO FIELD VERIFY ALL WINDOW & OPENINGS AND CONDI~ONS WHICH MAY VARY FROM CONTRACT DOCUMENTS EXTEND TRIM FOR EIFS \i PROVIDE ALUMINUM TRIM ATII METAL PANEL LOCATIONS FULL PERIMETER OF WINDOW TO MATCH COLOR OF WBW'S PREP & PAINT EXISTING STEEL LINTEL AT MASONRY WALL SEALANT FULL PERIMETER INTERIOR & EXTERIOR REMOVE EXISTING WINDOW & TRIM IN IT'S ENTIRETY PROTECT EXISTING AT EITHER SIDE OF WINDOW NEW ALUMINUM SILL TO INTEGRAL TO ~q}W SYSTEM' (AT MASONRY & PaNel) EXTEND Sill FOR EIFS EXIST, MASONRY OR PANEL- REMOVE & REINSTALL EXISTING WINDOW TREATMENT TO ALLOW FOR INSTALLATION OF NEW WINDOWS HEAD 3"= 1 '-0" DETAIL NEW THERMALLY BROKEN ALUMINUM WINDOW FRAME NEW FIBERGLASS INSULATION BETWEEN FRAME & SUBFRAME NEW 1" DUAL GLAZING PROVIDE OPAQUE GLASS AT TOILETS INTERIOR FACE OF NEW ALUM. WDW.'S TO BE PLACED AT SAME LOCATION AS INTERIOR FACE OF EXIST. WDW,'S ¢ SILL DETAIL 3"=1'-0" NEW THERMALLY BROKEN ALUM. WINDOW FRAME NEW FIBERGLASS INSULATION BETWEEN FRAME · SUBFRAME -NEW ALUM. RECEPTOR (SUBFRAME) EXISTING SILL TO REMAIN PRIME AND PAINT EXISTING SILL HEAD & JAMBS TO MATCH EXIST. COLOR NEW 2X TREATED WOOD BLOCKING IASONRY WALL NG STEEL LINTEL TO REMAli~ - PREP & PAINT 5 HEAD 3"=1 '-0" DETAIL REMOVE EISTING DOOR & FRAME -- PATCH, PRME & PAINT EXISTING JAMBS & HEAD COALITIONS TO MATCH EXISTING COLOR ~ULK IN'ERIOR & EXTERIOR REMOVE EXISTING DOOR & FRAME & INSTALL NEW HOLLOW METAL DOOR FRAME. INTERIOR FACE OF NEW FRAME TO BE PLACED AT SAME LODATION AS EXISTING FRAME EXISTING ~4ASONRY BRICK VENEER NEW HOUOW METAL DOOR FRAME PRIME AN) PAINT PER SPECS EXPANSI(N BOLT COUNTERSINK PUTTY A~D GRIND SMO0~-I / / / 5/8" --CAULK li~ERlOR & EXTERIOR --RESTOREWOOD TRIM PANEL JAMB DETAIL 3"=1 '-0" NEW "FRP" DOOR W/ FLOOR SWEEp ALUMINUM SADDLE SET IN FULL BED OF SEALANT 2 ROWS OF VOT ~LE AT BOOR SADDLE SADDLE 3"=1 '-0" GENERAL NOTES DATE BY DESCRIPTION APPROV. BY REVISIONS Designed By: JK Scale: AS NOTED Sheet No, DrQwn By: JK Dole: APRIL 2007 A 1 Approved By: CFD File No. 070017.000 48'-6" 62'-10" V.I.F. 7YP. TYP, ~ ALT. ALT. ROOF LEGEND NOTES NEW ROOF SYSTEM INSTALLED DIRECTLY OVER EXISTING SLOPED METAL ROOF. NEW ROOF SYSTEM TO TRANSFER LOADS TO EXISTING BUILDING STRUCTURE, CONTRACTOR IS TO PROVIDE PROFESSIONAL STRUCTURAL ENGINEER CERTIFICATION WITH SEALED STAMPED SHOP DRAWINGS AND STRUCTURAL CALCULATIONS CONFIRMING THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING INCORPORATING THE ADDITIONAL DEAD LOAD FROM THE NEW ROOF SYSTEM. G REMOVE EXISTING VENTS (4) AND INSTALL NEW METAL VENTS TO MATCH EXISTING IN SIZE AND SHAPE INTEGRAL TO NEW ROOF SYSTEM. COLOR TO MATCH NEW ROOF SYSTEM OR AS SELECTED BY OWNER. (~ REMOVE EXISTING GUTFERS & LEADERS AND INSTALL NEW METAL GU'FFERS AND LEADERS TO MATCH EXISTING IN SIZE AND SHAPE. COLOR TO MATCH NEW ROOF SYSTEM OR AS SELECTED BY OWNER. INSTALL NEW PRECAST CONCRETE SPLASH BLOCKS AT ALL LEADER LOCATIONS. REMOVE EXISTING FASCIA WITH BACKUP BLOCKING AND INSTALL NEW WOOD BLOCKING AND METAL FASCIA. COLOR TO MATCH NEW ROOF SYSTEM OR AS SELECTED BY OWNER. (~) REMOVE ALL ROOF/FASCIA MOUNTED ACCESSORIES AS NECESSARY TO ACCOMMODATE NEW ROOF SYSTEM AND REINSTALL. G INSTALL FLASHING AT ALL EXISTING ROOF PENETRATIONS, INCLUDING BUT NOT LIMITED TO ROOF FANS, VENTS, ANTENNAS, CONDUITS, ETC. 110'-4' SCALE 1/16"=1'-0" L NEW METAL-OVER-METAL STANDING SEAM METAL ROOF ~YSTEM FASTENED TO EXISTING S~RUCTURAL STEEL PURENS NEW RE~RORT MEMBRANE ROOFING SYSTEM BY CARLISLE OR EQUAL MANUFACTURED FROM 24. GAUGE GALVANIZED STEEL COA"~TED WITH 'SURE-WELD' ADHERED ROOFING SYSTEM - 80 MIL 1HICK SCRIM PLAN VIEW FULL S~ENGTH KYNAR 500/H~fLAR 5000 - COLOR SELE(CTED BY OWNER REINFORCED THERMOPLASTIC POLYOLEFIN (1PO) MEMBRANE ADHERED TO 1/2' DENSITY BOARD OVER 'FLUTE FILLER~ RIGID INSULA110N NEW S~UCTURAL CONNEC110NS TO EXISTING STEEL STRUICTURE 1/2 DENSITY BOARD ADHERED TO 'FLUTE FII~R" RIGID INSULATION VAPOR BARRIER SECTION ( )ROOF DETAIL SCALE: 1" = 1'-0" BLANKET INSULATION REMOVE ALL EXISTING GUI I~RS, LEADERS & --PERIMETER FASCIA (INLCUDINO WOOD BLOCKING) INSTALL NEW 2"x WOOD PERIMETER BLOCKING INSTALL NEW CONTINUOUS GUI i~RS & LEADERS TO MATCH SIZE OF EXISTING - COLOR TO MATCH NEW METAL ROOF INSTALL NEW METAL FASCIA OVER NEW 2'x WOOD BLOCKING COLOR OF FASCIA TO MATCH ROOF EXIS~lflG STEEL S~RUCTURE RIGID INSULATION "FLUTE FIIIFR' CUT TO RT BET~EN SEAMS ADHERED TO EXISTING METAL ROOF (ROOF TO BE PREPPED) __ REMOVE ALL EXISTING Ob~ Iff_RS, LEADERS & PERIMETER METAL FASCIA INLCLUDINO EXISTING BACK-UP WOOD BLOCKING INSTALL NEW (2)2"x~-' PERIMETER WOOD BLOCKINO ON EXISTING METAL ROOF SYSTEM (CUT 1ST LAYER OF WOOD BLOCKING TO RT BETWEEN STANDINO SEAMS) NEW CONTINUOUS GUt IbRS & LEADERS TO MATCH SIZE OF EXIS~NG - COLOR TO BE SELECTED BY OWNER INSTALL NEW METAL FASCIA OVER NEW 2"x WOOD BLOCKING DOLOR OF FASCIA TO BE SELECTED BY OWNER EXISTING STEEL S1RUCTURE ( AR OOF I]ETAIL SCALI', f' = 1'-0" LTERNATE ROOF SYSTEM (~PRECAST C 0 ~No~R,~E. ,T,_~ SPLASH BLOCK DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK RECREATION CENTER ROOF PLAN, DETAILS 8( NOTES L. K. McLEAN A880ClATES, P.O. Designed By: JK Scale: AS NOTED Sheet No. Date: APRIL 2007 A2 rile No. 070017.000 Drawn By: JK Approved By: CFD '% I ( )FRON T ELEVATION SCALE 1/8"=1'-0" ( REAR ELEVATION SCALE 1/8"=1'-0" )TYP. B ( RIGHT SIDE ELEVATION SCALE 1/8"=1'-0" ( LEFT SIDE ELEVATION SCALE 1/8"=1'-0" LEGEND NOTES NEW ROOF SYSTEM INSTALLED OVER EXISTING STANDING SEAM METAL ROOF. REFER TO DWG A2 FOR NOTES & DETAILS REMOVE EXISTING VENTS (4) & INSTALL NEW METAL VENTS TO MATCH EXISTING IN SIZE AND SHAPE. COLOR TO TO MATCH NEW ROOF OR AS SELECTED BY OWNER. REMOVE EXISTING GUTTERS & LEADERS & INSTALL NEW TO MATCH EXISTING SIZE COLOR TO MATCH NEW METAL ROOF. OR AS SELECTED BY OWNER. INSTALL NEW PRECAST CONCRETE SPLASH BLOCKS AT ALL GUTTER LOCATIONS ® ® ® REMOVE EXISTING METAL FASCIA AND INSTALL NEW METAL FASCIA THROUGHOUT COLOR TO MATCH NEW METAL ROOF REMOVE EXISTING WINDOW & ASSOCIATED TRIM AND REPLACE WITH NEW WINDOW AS SPECIFIED REMOVE EXISTING DOOR, FRAME & SADDLE ANB REPLACE WITH NEW FRP DOOR, FRAME AND HARDWARE AS SPECIFIED FURNISH AND INSTALL NEW EXTERIOR WALL AND FINISH SYSTEM OVER EXISTING METAL PANEL SYSTEM AS SHOWN ON BET. 5, 6 & 7/A3 CONTRACTOR TO REMOVE AND REINSTALL ALL EQUIPMENT AND ACCESSORIES (LIGHTS, LOUVERS, ANTENNAS, SPICKETS, SWITCHES, ETC.) FROM EXT. WALL TO ALLOW FOR INSTALLATION OF NEW EIFS EXISTING BRICK VENEER TO REMAIN PAINT EXISTING WOOD TRIM COLOR TO BE SELECTED BY OWNER OR ARCHITECT. REMOVE EXISTING PLYWOOD/LOUVER & FURNISH & INSTALL NEW ALUMINUM LOUVER AS SHOWN ON DETAILS 8 & 9/A3 EIFS - EXTERIOR WALL INSULATION & FINISH SYSTEM BASED ON "DRYVIT AQUAFLASH SYSTEM" OR EQUAL EXISTING METAL PANEL SYSTEM 15TALL STEEL HAT CHANNEL5 HORIZONTALLY 2'-0" OE FASTENED THROUGH METAL PANEL TO EXISTING STEEL STRUCTURE EMBEDDED IN DRYVIT BASE COAT MESH ® (2") MINIMUM AT UNDERSIDE OF EPS Max SEALANT WITH BOND BREAKERS ~' ~L- ~ DRYVIT BRYFLEXTM WATER DESISTANT BASE COAT ANR DRYVIT FINISH DETAIL AT GRADE SCALE: 3" = 1'-0" DETAIL AT SILL SCALE: 3" = 1'-0" T BRYVIT-EOMPATIBE SEALANT WiTH BONE RREAK~, BY OTHERS -- EXISTINg METAL PA~EL SYSTEN -- 2" METAL INSULATED BLANK OFF PANEL SECURED TO LOUVER & FRAME -- 3'x3"x?/4' STEEL ANGLE FRAME AND VERTICAL SUPPORTS. EXIS~NG WALL EX1RUDED ALUMINUM LOUVER SEALANT ( )JAM B DETAIL SCALE: 5" = 1'-0" DRYVIT DETAIL MESH® DRYVIT BASE COAT OVERLAP 2 ~" 3"x3'xl/4" 5~EEL ANGLE FRAME AND VER~CAL SUPPORTS, 2" METAL INSULATED BLANK OFF PANEL SECURED TO LOUVER & FRAME ALUMINUM LOUVER SEALANT 1/2" EXT GRADE PLYWOOD FASTENEO TO METAL ADHESIVE /?Xxm - EXlSllNG WALL DRYVIT REINFOREINO MESH [ BASE BOAT DRYVIT FINISH / \ DETAIL AT REVEAL SCALE: 5" = 1'-0" DETAIL ( SILL SCALE: 5" = 1'-0" EIFS NOTES 1. EIFS DETAILS ARE BASED ON THE "OUTSULATION SYSTEM" BY BRYVlT SYSTEMS OR EQUAL. 2. BASED COAT TO BE REINFORCED WITH "PANZER" MESH PRIOR TO STANDARD MESH AT ALL LOCATIONS WHERE NEW EIFS SYSTEM IS SHOWN ON ELEVATIONS 5. CONTRACTOR IS TO INCLUDE THE INSTALLATION OF ADDITIONAL AND/OR MODIFIED ALUMINUM WINDOW TRIM, FASCIA AND ROOF ACCESSORIES FOR NEW WINDOWS & ROOFING AS NECESSARY TO ACCOMMODATE THE EXTERIOR INSULATION FINISH SYSTEM. PRIME CONTRACTOR IS TO REMOVE EXISTING SHUTTERS AND INSTALL NEW WINDOW SHUTTERS TO MATCH EXISTING IN DESIGN, SIZE AND SHAPE. OWNER TO SELECT COLOR. 5. EIFS SYSTEM TO HAVE A MINIMUM OF 2 COLORS AS SELECTEB BY OWNER OR ARCHITECT 6. DATE CONTRACTOR TO REMOVE ALL EXISTING TEMPORARY PLYWOOD CURRENTLY INSTALLED OVER EXISTING OPENINGS AND INSTALL NEW ALUMINUM LOUVERS AS DETAILED CONTRACTOR TO REMOVE AND REINSTALL ALL EXISTING LIGHT FIXTURES, LOUVERS, CONDUITS, SIGNS AND ANY MISCELLANEOUS EQUIPMENT AND/OR ACCESSORIES CURRENTLY INSTALLED ON EXTERIOR METAL PANEL SURFACE TO ACCOMMODATE THE NEW EIFS. BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK RECREATION CENTER ELEVATIONS, NOTES & DETAILS L. K. McLEAN ASSOCIATES, P.O. CONSULTING ENGINEERS 457 SOUTH COUNTRY RD., BROOKHAI/EN~ NEW YORK 1171g Designed By: JK Scale: AS NOTED Drown By: JK Date: APRIL 2007 Approved By: CFD File No. 070017.000 Sheet No, A3