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Elizabeth Airport - Rehabilitation of Existing Runways, Slurry Seal
SCS TOWN OF SOUTHOLD SOUTHOLD, NEW YORK PROPOSAL FOR REHABILITATION OF EXISTING.RUNWAYS AT ELIZABETH FIELD FISHERS ISLAND, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK F.A.A. PROJECT NO. 85-1-3-36-0029-01 N.Y.S.D.O.T. PROJECT PIN 0913.01.001 SUBMITTED IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS SPECIFICATIONS DATED 1 NOVEMBER 1968 AS AMENDED BY PART I MARCH 1977 LETING OF JULY 11, 1985 11:00 A.M. TOWN OF SOUTHOLD FRANCIS J. MURPHY, SUPERVISOR RAYMOND C. DEAN, SUPERINTENDENT OF HIGHWAYS 0 NOTICE TO BIDDERS TOWN OF SOUTHOLD OFFICE OF THE SUPERVISOR SOUTHOLD, NEW YORK Sealed proposals will be received until 11:00 A.M. Prevailing Time, on July 11, 1985, at the office of Francis J. Murphy, Supervisor, Southold Town Hall, Southold, New York 11971, at which time they will be publicly opened and read for: REHABILITATION OF EXISTING RUNWAYS AT ELIZABETH FIELD FISHERS ISLAND, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FAA PROJECT NO. 85-1-3-36-0029-01 NYSDOT PIN NO. 0913.01.001 U 01 Type of Construction: Removal and replacement of selected areas of existing asphalt concrete runway pavement, filling localized depressions by truing and leveling with asphalt concrete, applying an asphalt emulsion slurry seal treatment on both existing runways and subsequent repainting of the runway markings. z Maps, plans and specifications may be examined and obtained at: Office of the Supervisor 53095 Main Road Southold, New York 11971 The deposit for a set of plans, specifications and proposal forms is $25.00. A refund in full will be made to BIDDERS for return of ONE set of plans and proposal in good condition within thirty (30) days of award or rejection of bids; refund for all other sets in good condition, similar period, will be 50% of deposit. NON -BIDDERS will receive 50% of deposit for all sets returned by the above date. Proposals for this contract must be submitted in a separate sealed envelope with the name of the contract plainly endorsed on the outside of the envelope. Proposal must be accompanied by bank cashier's check or certified check, payable to the order of the TOWN OF SOUTHOLD, for the sum of not less than five percentum (5%) of the total or gross sum bid in the proposal. The retention and disposal of the bidding check, the execution of the contract and bonds, shall conform to the provisions of the Highway Law as set forth in "Information for Bidders". 0 The right is reserved to reject any and all bids. Francis J. Murphy , Supervisor, Town of Southold Suffolk County, New York u IV TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ITEMIZED PROPOSAL FOR: Rehabilitation of Existing Runways at Elizabeth Field, Fishers Island, Town of Southold, Suffolk County, New York TOWN: Southold TYPE OF CONSTRUCTION: Removal and replacement of selected areas of existing asphalt concrete runway pavement, filling localized depressions by truing and leveling with asphalt concrete, applying an asphalt emulsion slurry seal treatment on both existing runways, and subsequent repainting of the runway markings. DEPOSIT REQUIRED . . . . . . .Five Percentum (5%) of Total or Gross Sum Bid in Proposal. A BID BOND WILL NOT BE s ACCEPTED. COMPLETION DATE . . . . . . . November 1, 1985 4 ITEMIZED PROPOSAL FOR REHABILITATION OF EXISTING RUNWAYS AT ELIZABETH FIELD FISHERS ISLAND, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK IMPORTANT NOTICE TO ALL BIDDERS READ BEFORE FILLING OUT PROPOSAL In submitting this proposal, the Bidder specifically agrees that he will perform the work under all items in the proposal at the unit price bid, regardless of any increase or decrease in quantity that may be deemed necessary by the Town of Southold and as ordered by the Supervisor. Bidders are hereby notified that all bids may be rejected if the lowest responsive bid received exceeds the engineer's estimate by more than 7 percent and it is determined that an award of contract would cause exces- sive inflationary impact. ►. r or ft ITEMIZED PROPOSAL FOR REHABILITATION OF EXISTING RUNWAYS AT ELIZABETH FIELD FISHERS ISLAND, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK IMPORTANT NOTICE TO ALL BIDDERS READ BEFORE FILLING OUT PROPOSAL The attention of the prospective bidders is especially directed to the fact that the estimated price for lump sum items, except as noted below, has • been omitted. Each prospective bidder will note that a bid price is to be written by him in the space provided for the purpose in the regular form of the proposal. ITEM 1M - MOBILIZATION The amount bid for this item shall not exceed three (3) percent of the total or gross sum bid less the amount bid for this item. q I ITEMIZED PROPOSAL FOR REHABILITATION OF EXISTING RUNWAYS AT ELIZABETH FIELD FISHERS ISLAND, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK The work proposed herein must be completed by November 1, 1985. To the Supervisor of the Town of Southold, Suffolk County, New York: In submitting this bid, the undersigned declares that he is or they are the only person or persons interested in the said bid; that it is made without any connection with any person making another bid for the same con- tract; that the bid is in all respects fair and without collusion, fraud, or mental reservation; and that no official of the Town of Southold or any person in the employ of the Town of Southold is directly or indirectly interested in.said bid or in the supplies or work to which it is related or in any portion of the profits thereof. It The undersigned also hereby declares that he has or they have care- ' fully examined the plans, specifications and form of contract, and that he has or they have personally inspected the actual location of the work to- gether with the local sources of supply, has or have satisfied himself or • themselves as to all the quantities and conditions, and understand that in signing this proposal he or they waive all right to plead any misunder- standing regarding the same. The undersigned further understands and agrees that he is or they are to furnish and provide for the respective item price bid all the necessary materials, machinery, implements, tools, labor, services and other items of whatever nature, and to do and perform all the work necessary under the aforesaid conditions, to complete the improvement of the aforementioned project in accordance with the plans and specifications for said improve- ment, which plans and specifications it is agreed are a part of this pro- posal, and to accept in full compensation therefore the amount of the sum- mation of the products of the approximate quantities multiplied by the unit prices bid. This summation will hereinafter be referred to as the gross sum bid. The undersigned further agrees to accept the aforesaid unit price in compensation for any additions or deductions caused by variation in quanti- ties due to more accurate measurement, or by any changes or alteration in the plans or specifications of the work and for use in the computation of the value of the work performed for monthly estimates. In case the undersigned, in anticipation of an award of this contract, voluntarily undertakes to commence to perform any of the contract work on " Sheet 1 of 2 A the site of the project, he does so entirely at his own risk and without obligation or responsibility on the part of the Town of Southold unless and until an award of the contract to him is consummated by the delivery to him of a duplicate of the fully executed agreement, and he hereby does agree and warrant that, as a prerequisite to the start of any such voluntary work, he accepts, assumes and undertakes all of the provisions of this proposal and of the plans and specifications of the proposed contract, including all of the provisions and responsibilities thereof related to (1) damage, indemnification and holding the Town of Southold harmless as set forth in said contract documents, and (2) actually furnishing in advance of any contract operations the required insurance policies of each and every kind and amount as called for in said contract documents, particularly with relation to workmen's compensation and liability insurance policies as set forth in the related specifications; and he does also agree and warrant that all of such policies will be in force and effect on the date of the start of any of such contract operations, whether or not the contract documents have been executed and filed as aforesaid. Sheet 2 of 2 7 REHABILITATION OF EXISTNG RUNWAYS AT ELIZABETH FIELD, FISHERS ISLAND TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ITEMIZED PROPOSAL ITEM APPROX. ITEM WITH UNIT BID PRICE UNIT BID PRICE AMOUNT BID DOLLARS CENTS DOLLARS CENTS NO. QUANTITY WRITTEN IN WORDS 1M Nec. L.S. Mobilization (Must Not Exceed 3% of Total or Gross Sum Bid Less Amount Bid for this Item) for ............. ........................... ........................... .................. .Per L.S. 51F- S.Y. Asphalt Concrete 85EF 350 Removal and Replacement for ........................... ........................... ................... S.Y. 55S- S.Y. Asphalt Emulsion FAA 72,000 Slurry Seal for............ ........................... ........................... .Per S.Y. 640W- S.F. White Reflectorized FAA 7,000 Runway Markings for........ ........................... ........................... .... S.F. 1000- S.Y. Bituminous Resurfaced FAA 1,000 Pavement Patch ............. ........................... .Per S.Y. GROSS SUM BID $ TOTAL OR GROSS SUM BID WRITTEN IN WORDS: qk w 9 Accompanying this proposal is a bank cashier's check or certified check for $ In case this proposal shall be accepted by the Suffolk County Department of Public Works, and the undersigned shall fail to execute the contract, the monies represented by such bank cashier's check or certified check shall be regarded as liquidated damages and shall be forfeited and become the property of the County of Suffolk; otherwise to be returned to the bidder upon execution of the contract. On acceptance of this proposal for said work, the undersigned does or do hereby bind himself or themselves to enter into written contract within ten days of date of notice of award, with the said Suffolk County Departm- ent of Public Works, and to comply in all respects with the provisions set forth in "Information for Bidders" and the "General Specifications and Conditions of Contract" of the Public Works Specifications, in relation to security for the faithful performance of the terms of said contract. NON -COLLUSIVE BIDDING CERTIFICATION (REQUIRED BY SECTION 103-d OF THE GENERAL MUNICIPAL LAW) Section 103-d. Statement of non -collusion in bids and proposals to political subdivisions of the state or fire district. (1) Every bid or proposal hereafter made to a political subdivision of the state or any public department, agency, or official thereof where competit- ive bidding is required by statute rule, regulation or local law, for work or services performed or to be performed or goods sold or to be sold, shall contain the following statement subscribed by the bidder and affirmed by such bidder as true under the penalties of perjury: Non -Collusive Bidding Certification. (a) By submission of this bid, each bidder and each person signing on behalf of any bidder certifies, and in the case of a joint bid each party thereto certified as to its own organization, under penalty of perjury, that to the best of knowledge and belief: 1. The prices in this bid have been arrived at independently without collusion, consultation, communication or agreement, for the pur- pose of restricting competition, as to any matter relating to such prices with any other bidder or with any competitor; 2. Unless otherwise required by law, the prices which have been quoted in this bid have not been knowingly disclosed by the bidder and will not knowingly be disclosed by the bidder prior to opening, directly or indirectly, to any other bidder or to any competitor; and 3. No attempt has been made or will be made by the bidder to in- duce any other person, partnership or corporation to submit or not to sub- mit a bid for the purpose of restricting competition. (b) A bid shall not be considered for award nor shall any award be r made where (a)(1), (2) and (3) above have not been complied with; provided however, that if in any case the bidder cannot make the foregoing certif- Sheet 1 of 2 i� ication, the bidder shall so state and shall furnish with the bid a signed statement which sets forth in detail the reasons therefor. Where (a)(1), (2) and (3) above have not been complied with, the bid shall not be consid- ered for award nor shall any award be made unless the head of the purchas- ing unit of the political subdivision, public department, agency, or offi- cial thereof to which the bid is made, or his designee, determines that such disclosure was not made for the purpose of restricting competition. The fact that a bidder (a) has published price lists, rates, or tar- iffs covering items being procured, (b) has informed prospective customers of proposed or pending publication of new or revised price lists for such items, or (c) has sold the same items to other customers at the same prices being bid, does not constitute, without more, a disclosure within the mean- ing of subparagraph one (a). (2) Any bid hereafter made to any political subdivision of the state or any public department, agency or official thereof by a corporate bidder for work or services performed or to be performed or goods sold or to be sold, where competitive bidding is required by statute, rule, regulation, or local law, and where such bid contains the certification referred to in subdivision one of this section, shall be deemed to have been authorized by the board of directors of the bidder, and such authorization shall be deemed to include the signing and submission of the bid and the inclusion therein of the certificate as to non -collusion as the act and deed of the corporation. Date: , 19 c Legal Name of Person, Firm or Corporation BY: Signature and Title 16 Sheet 2 of 2 s PLEASE COMPLETE THE INFORMATION REQUESTED BELOW: w • The P.O. address of the bidder is: (Street) (City and State) IF A CORPORATION: Name: Address: ,President ,Secretary ,Treasurer Name: IF A FIRM: Address: APPENDIX "A" 12 In accordance with Chapter 406 of the Laws of 1981, the Contractor hereby promises, aserts and represents that neither the Contractor nor any substantially owned or affiliated person, firm, partnership or corporation has participated, is participating or shall participate in an international boycott in violation of the provisions of the United States Export Administration Act of 1969, as amended, or the United States Export Administration Act of 1979, or the effective Regulations of the United States Department of Commerce promulgated under either Act. It is understood further that the State, in awarding a contract, does so in material reliance upon the promise and representation made by the Contractor in the foregoing paragraph and that such contract shall be rendered forfeit and void by the State Comptroller if subsequent to the bid execution date, the Contractor or such owned or affiliated person, firm, partnership or corporation has been convicted of a violation of the aforesaid Acts or Regulations or has been found, upon final determination of the United States Commerce Department or any other appropriate agency of the United States, to have violated such Acts or Regulations. The Contractor agrees to and shall notify the Commissioner of Transportation and the Director of the Bureau of Contracts and State Expenditures in the Department of Audit and Control of any such convic- tion or final determination of violation within five (5) days thereof. 2/23/82 t 4 r THIS IS THE END OF THE ITEMIZED PROPOSAL. THE FOLLOWING PAGES CON- TAIN NOTES, SPECIAL SPECIFICATIONS, WAGE RATES AND OTHER CONTRACT REQUIREMENTS. 14 SPECIAL NOTES PROPOSAL SUBMITTAL No sheets or pages are to be deleted or added to this proposal book- let. It is to be submitted intact since it forms a part of the contract documents. It 6 SPECIAL NOTES All the provisions set forth in the Public Works Specifications of November 1, 1968 as amended, of the Suffolk County Department of Public Works, shall apply except as amended herein: Any clause referring to General Municipal Law, Sections 103-a, 103-b and 103-c heretofore appearing in contracts should be deleted. The following clauses are applicable to all contracts: (a) "The Contractor warrants that it is not in arrears to the Town of Southold upon debt or contract and is not a defaulter as surety, contractor or otherwise on any obligation to the Town of Southold." .,(_b) "It is expressly agreed that the Contractor's status hereunder is that of an independent contractor. Neither the Contractor nor any person hired by the Contractor shall be considered employees of the Town of Southold for any purpose." (c) ."Any communication, notice, claim for payment, report or other submission necessary or otherwise required to be made by the Contractor to the Town of Southold, shall be deemed to have been duly made upon receipt by the Town of Southold at an address specified by the Supervisor." (d) "If any term or provision of this Agreement or the application thereof to any person or circumstance shall to any extent be held invalid or unenforceable, the remainder of this Agreement, or the application of such term or provision to persons or circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby and every other term and provision of this Agreement shall be valid and be enforced to the fullest extent permitted by law." The Contractor certifies that he has not offered or given any gratuity to any official, employee or agent of Town of Southold, Suffolk County, New York State, or of any political party, with the purpose or intent of securing this agreement or securing favorable treatment with respect to the awarding or amending of this agreement, or the making of any determinations with respect to the performance of the agreement, and that he has read and is familiar with the provisions of Local Law 32 Year 1980, Suffolk County, New York. STATEMENT OF BIDDER'S QUALIFICATIONS This scacemenc must be compl etzd, notarized,* submitted a—nd recelvea b,i cZe Owner on the nate or • opening or Dias. All questions must be answered and the data given must be clear and comprehensive. This statement must be notarized. Where necessary, questions shall be answered on separate •attached sheets. The Bidder may submit any additional in- formation he desires. 1.0 Name of Biddar: '1-.a -Bidder is : . Corporation ( ) Partnership ( ) Individual ( ) 2.0 Permanent main office •address : 2.a Tneasury Number (Employe -'s Identification No.): 3.0 -When organized: 4.0 If a corporal+on, where incorporated? 5.0 How ma;:y years have you been engaged in the contract- ing business under your present firm or trade name? • '5.a Names and home addresses or the principal officers and their Socia? Security Numbers. (All partners • i:� a partners hip ) 6.0 'Contracts on hand: (Schedule :hese, showing gross amour. o each contract and chs appropriate ancici- paced daces of co=lecion. !`tame and address of client and nar.e of person' supervising for client.) 7.0 General Character of work performed by ;lour compare -7. 8.0 Have you ever Zailed to complete an,7 •.nark awarded to you? If so, where and why ( ) Yes ( ) No iQ I It 17 9.0 Have you every defaulted on a.contract? If so, where and why? ( ) Yes ( ) No 10.0 List the more important contracts recently completed by you., stating approximate cost for .each, and the month and year completed. (Give name and address of client and name of person supervising for c4ienc.) 11.0 List your major equipment available for this contract. 12.0 Experience in construction work similar in importance to this -project. 13,0 Background and experience of the principal members of your organization, including the officers. 14.0 Credic available: $. • 15.0 Give bank reference. (Barak name and address; na=e of bank officer who may be contacted.) 16.0 Furnish a financial statement. 17.0 The Undersigned hereby authorizes and requests any - pErson, firms, or corporat-_on to z=,.ish an -7 infor.:a_:.on reques ted by the Nine: i.n ver=ficat_on of tare roc.:. cals • • comprising this S tacement. of the Bidder's Qualizica- cions. (Name or i rider) BY • ' Date: ' Title State o 1 SS count, Or ) NOTARIZATION being duly sworn,..deposes and says that he is of (Name os Bidder) and that the answers to the foregoing questions and all statements therein contained are true and correct. Sub- scribed -and sworn to before me this day of -- - -ocarp7 uo is My Commis s i= exp it es : JOINT VENTURE STAT ENT . STATE OF ) SS: COUNTY OF )• We, the undersigned, being duly sworn according to law, upon our respective oaths depose and say that: (1) The following named Contractors have entered in a joint venture for the purpose of carrying out all the provisions of Contract No. for the above project: .^ () An Individual ( ) A Partnership (a) O A Corporation • • ( } An Individual ( ) A Partnership (b) ( } A Corporation (} An Individual ( ) A Partnership (c} O A. Corporation (2) The Contractors, under whose •na-mes we have afficed our respectil-e signatures, have duly authorized and em- powered t:s to exacut= tris- JoLnc Venture Statement in the name of and on behalf of•such Contractors for c. -purpose �ereinbefo,e stated. (3) Under the'provisions of such joint venture, the assets of each or the Contractors named in Paragraph (1) hereof, and in case any Contractor so named above is a partner- ship, the assets of the indi,�idt:al members of such partnership, will, be available :or. the pe«io=ante or such joint venture and '--able cereior and =4r all obligations incurred in conrectzcn cherewtc.h. • JOINT VENTURE STAT ENT . STATE OF ) SS: COUNTY OF )• We, the undersigned, being duly sworn according to law, upon our respective oaths depose and say that: (1) The following named Contractors have entered in a joint venture for the purpose of carrying out all the provisions of Contract No. for the above project: .^ () An Individual ( ) A Partnership (a) O A Corporation • • ( } An Individual ( ) A Partnership (b) ( } A Corporation (} An Individual ( ) A Partnership (c} O A. Corporation (2) The Contractors, under whose •na-mes we have afficed our respectil-e signatures, have duly authorized and em- powered t:s to exacut= tris- JoLnc Venture Statement in the name of and on behalf of•such Contractors for c. -purpose �ereinbefo,e stated. (3) Under the'provisions of such joint venture, the assets of each or the Contractors named in Paragraph (1) hereof, and in case any Contractor so named above is a partner- ship, the assets of the indi,�idt:al members of such partnership, will, be available :or. the pe«io=ante or such joint venture and '--able cereior and =4r all obligations incurred in conrectzcn cherewtc.h. 20 (4) This Joint Venture Statement is executed so that the named Contractors, as one organization, may, under such joint venture, bid upon said Contract, and be awarded the Contract if they should become the success- ful bidder therefor. Any bid, bond and agreement .relating to said Contract shall be executed -by any of the undersigned, and when so executed shall bind this joint venture and each and every Contractor named herein severally and jointly. Simultaneous .with the execution of*the Contract, the Contractors • entering into this joint venture -shall designate and appoint a Project Supervisor to act as their true and lawful agent w-ith full power. and authorizy to do and perform any and all acts or things necessary co carry out the work set forth in said Contract. (5) 'We bind the Contractors for whoa we respectively exe- cute this Joint Venture Statement in F4 Agreement with the Town of Southold �County of Suffolk. State of New York that each of the representations herein set forth is true.. Subscribed and sworn to before me, kap ame or %0 -Ac tar this day of to My Commission expires Ey (L:S.) rant , ame otary : uo..�c _ Subscribed and sworn to before me, this day o� 14 My. Commission eaxpires oEarj Puoilc Subscribed and sworn to before me, this da.? o f My COmmission axpires rotary Public (b) Name of contractor . By (L. S. rine Name cc) flame of Conr_accor By (L. S. Print .latae '. R A Anti -Discrimination Provisions of the State of New York During the performance of this contract, the contractor agrees as follows: (a) The contractor will not discriminate against any employee or ap- plicant for employment because of race, creed, color, national origin or sex, and will take affirmative action to insure that they are afforded equal employment opportunities without discrimination because of race, creed, color, national origin or sex. Such action shall be taken with re- ference, but not limited to: recruitment, employment, job assistance, pro- motion, upgrading, demotion, transfer, layoff or termination, rates of pay or other forms of compensation, and selection for training or retraining, including apprenticeship and on-the-job training. (b) The contractor will send to each labor union or representative of workers with which he has or is bound by a collective bargaining or other agreement or understanding, a notice, to be provided by the State Division of Human Rights, advising such labor union or representative of the con- tractor's agreement under clauses (a) through (g) (hereinafter called "non- discrimination clauses"). If the contractor was directed to do so by the contracting agency as part of the bid or negotiation of this contract, the contractor shall request such labor union or representative to furnish him with a written statement that such labor union or representative will not discriminate because of race, creed, color, national origin or sex and that such labor union or representative either will affirmatively cooperate, within the limits of its legal and contractual authority, in the implement- ation of the policy and provisions of these non-discrimination clauses or that it consents and agrees that recruitment, employment and the terms and conditions of employment under this contract shall be in accordance with the purposes and provisions of these non-discrimination clauses. If such labor union or representative fails or refuses to comply with such a re- quest that it furnish such a statement, the contractor shall promptly noti- fy the State Division of Human Rights of such failure or refusal. (c) The contractor will post and keep posted in conspicuous places, available to employees and applicants for employment, notices to be pro- vided by the State Division of Human Rights setting forth the substance of the provisions of clauses (a) and (b) and such provisions of the State's laws against discrimination as the State Division of Human Rights shall determine. (d) The contractor will state, in all solicitations or advertisements for employees placed by or on behalf of the contractor, that all qualified applicants will be afforded equal employment opportunities without discrim- ination because of race, creed, color, national origin or sex. • (e) The contractor will comply with the provisions of Sections 291- 299 of the Executive Law and the Civil Rights Law, will furnish all infor- mation and reports deemed necessary by the State Division of Human Rights under these non-discrimination clauses and such sections of the Executive Sheet 1 of 2 21 22 Law, and will permit access to his books, records and accounts by the State Division of Human Rights, the Attorney General and the Industrial Commis- sioner for the purposes of investigation to ascertain compliance with these non-discrimination clauses and such sections of the Executive Law and Civil Rights Law. (f) This contract may be forthwith cancelled, terminated, or suspend- ed, in whole or in part, by the contracting agency upon the basis of a finding made by the State Division of Human Rights that the contractor has not complied with these non-discrimination clauses, and the contractor may be declared ineligible for future contracts made by or on behalf of the State or a public authority or agency of the State, until he satisfies the State Division of Human Rights that he has established and is carrying out a program in conformity with the provision of these non-discrimination clauses. Such finding shall be made by the State Division of Human Rights after conciliation efforts by the State Division of Human Rights have failed to achieve compliance with these non-discrimination clauses and af- ter a verified complaint has been filed with the State Division of Human Rights, notice thereof has been given to the contractor and an opportunity has been afforded him to be heard publicly before three members of the State Division of Human Rights. Such sanctions may be imposed and remedies invoked independently of -or in addition to sanctions and remedies otherwise provided by law. (g) The contractor will include the provisions of clauses (a) through (f) in every subcontract or purchase order in such a manner that such pro- visions will be binding upon each subcontractor or vendor as to operations to be performed within the State of New York. The contractor will take such action in enforcing such provisions of such subcontract or purchase Y order as the contracting agency may direct, including sanctions or remedies for noncompliance. If the contractor becomes involved in or is threatened with litigation with a subcontractor or vendor as a result of such direc- tion by the contracting agency, the contractor shall promptly so notify the Attorney General, requesting him to intervene and protect the interests of the State of New York. 40, Sheet 2 of 2 , r ELIZABETH FIELD - FISHERS ISLAND AIRPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK MINORITY BUSINESS ENTERPRISE PROGRAM 23 24 ELIZABETH FIELD AIRPORT TOWN OF' SOUTHOI.D, SUFFOLK COUNTY, 14EW YORK MINORITY/WOMEN BUSINESS ENTERPRISE PLAN (49 CFR PART 23) In accordance with 49 Code of Federal Regulations, Par,: 23, "Participation by Minority/Women Business Enterprises in DOT Programs," the following program is implemented to comply as directed. 1. POLICY STATEMENT It is the .policy of the Elizabeth Field Airport to utilize Minority/ Women Business Enterprise in all aspects of contracting. This commitment can be demonstrated by the efforts taken in the develop- ment of this plan and in correspondence within the organization stating such position. As a further indication of our attempt to utilize MBE's and WBE's, this plan will be published in its entirety to the non -minority community and business organizations. 2. DESIGNATION OF SPONSOR'S LIAISON OFFICER The following person has been assigned the responsibility to develop, manage, and implement the Minority/Women Business Enterprise program: Name: Francis J. Murphy Title: Town Supervisor Airport: Elizabeth Field - Fishers Island • Airport Address: Southold Town Hall 53095 Main Road Southold, New York 11971 Phone: 516-765-1800 3. LIST OF PROCEDURES TO ENSURE AN OPPORTUNITY TO MBE's/WBE's The following procedures will be utilized by this organizatiou� to obtain Minority/Women Business Enterprise participation: Attendance at prebid meetings by MBE's/WBE's. Advertise 20 days (or shorter) before bids or proposals are requested. Provide written notice to MBE's/WBE's that their interest in a proposed contract is solicited. L0 . t A 25 Maintain a list of MBE's/WBE's to be contacted. Provide MBE's/WBE's with information on plans and specifications. Offer assistance in obtaining bonding or insurance requirements. 4. MINORITY BUSINESS ENTERPRISE DIRECTORY AVAILABILITY An up-to-date MBE/WBE directory is available from the S.C.D.P.W., via the Town of Southold, and will be made available to all bidders and proposers upon request. Certification of these MBE's/WBE's will be done on a case-by-case basis. 5. LIST OF PROCEDURES TO DETERMINE ELIGIBILITY OF MBE's/WBE's Schedule A for Minority Business Firms and Schedule B for Joint Ventures provided with the Regulation will be utilized to determine eligibility of firms. Pending approval o -f the use of these forms, a "conditional" certification based on a certification from the MBE it- self will be utilized. 6. MINORITY/WOMEN BUSINESS ENTERPRISE GOALS It is the position of the Town of Southold that MBE's/WBE's and joint ventures be afforded the opportunity to actively participate in the economic mainstream of architecture engineering, construction and . other professional service activities where Federal Funds are involved. The overall- percentage goal for the dollar value of work to be awarded to MBE's/WBE's and joint ventures on Federal Aviation Administration aided projects, (i.e., the Airport Improvement Program) for the Ellizabeth Field Airport is established at 10 percent. The percentage goals for MBE's/WBE's joint venture participation in construction and leasing on a project -to -project basis for the period .i„nP , 1984 , to June , 1985. and the rationale in deriving at such goals are as follows: (1) Construction: (Percentage Goals) MBE's 7 percent (2) Leasing: (Percentage Goals) MBE's 0 percent WBE's 3 percent WBE's 0 percent 7. 8. 26 THE FACTORS CONSIDERED IN SETTING THE OVERALL GOALS Rational: The following factors were considered in setting the overall goals. 1. The minority population of the Fishers Island and neighboring states. 2. The number of existing minority businesses in the construction industry. 3. The effect that 40 CFR Part 23 shall have on the existing minority businesses. 4. The potential for the development of new minority owned businesses. 5 -The number of existing women owned businesses in :.the -construction industry. 6. -The potential for development of new women owned -businesses. _ 7. Experience -with past contracts. 8� There are four (4) -existing leases at Elizabeth Field (Fishers Island Airport). 'None of these are aviation or aviation service oriented, -or a minority/women's business. 9. The Airport will make every effort in the future to attract minority owned and women owned businesses for leases and contract work at the Airport. PROCEDURES USED TO REQUIRE CONTRACTORS TO IDENTIFY MBE's/WBE's Enclosed is an excerpt from our standard invitation for bid which is utilized to provide a written assurance from bidders and includes a requirement for sub -contractors to be identified. SELECTION -CRITERIA USED TO ENSURE THAT PRIME CONTRACTS ARE AWARDED TO COMPETITORS THAT MEET MBE/WBE GOALS Selection will be based on the Affirmative Action taken by the com- petitor, offering the lowest reasonable price, toward meeting the MBE/WBE goals. This analysis will be made using the information pre- sented in the regulation. IL ti i page 1 of 1 Id SCHEDULE A To meet -the requirements of Department of Transportation Regulation, Part 23, all bidders will provide evidence of the methods they have used to meet the Minority and Women Business Enterprise/Joint Venture goals as published in the sponsor's Minority/Women Business Enterprise Plan and approved by the Department of Transportation. The MBE participation goal for this project is 7 X. The WBE participation goal for this project is 3.0 X. All bidders must submit an assurance stating the percentage of Minority/ Women Businesses they intend to employ on .this project. Within a reasonable time after the opening of bids and before the award of a contract, all bidders or proposers wishing to remain in competition for the contract shall submit: 1. Name(s) of Minority/Women Business Enterprise/Joint Venture -subcontractor(s) 2. Description of work each is to perform 3. Dollar value of each proposed Minority/Women Business/Joint Venture subcontract r REQUIRED ASSURANCE TO BE INCLUDED IN ALL BID PROPOSALS This firm assures that it will utilize not less than % of Minority Business Enterprise and not less than % of Women Business Enterprise participation. CERTIFICATION OF BIDDER for the above: BIDDERS NAME ADDRESS IRS NUMBER NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. ir r$ page 1 of 3 SCHEDULE B _ 49 Code of Federal Regulations (CFR) Part 23 "Participation by Minority/Women Business Enterprise in DOT Programs" INFORMATION FOR DETERMINING JOINT VENTURE ELIGIBILITY (This form need not be filled in if all joint venture firms are minority or women owned.) 1. Name of joint venture 2. Address of joint venture 3. Phone number of joint venture 4.. Identify the firms which comprise the joint venture. (The MBE/WBE partner must complete Schedule A.) 1 (a) Describe the role of the MBE/WBE firm in the joint venture. (b) Describe very briefly the experience and business qualifications of each non-MBE/WBE joint venture. 5. Nature of the joint venture's business 6. Provide a copy of the joint venture agreement. T. What is the claimed percentage of MBE/WBE ownership? r-3 0 2. V page 2 of 3 g. Ownership of joint venture: (this need not be filled in if described in the joint venture agreement, provided by question 6.) (a) Profit and loss sharing. (b) Capital contributions, including equipment. (c) Other applicable ownership interests. 9. Control of and participation in this contract. Identify by name, race, sex, and firm those individuals (and their titles) who are responsible for day-to-day management and policy decisionmaking, including, but not limited to, those with prime responsibility for (a) Financial decisions (b) Management decisions, such as (1) Estimating (2) Marketing and sales (3) Hiring and firing of management personnel (4) Purchasing of major items or supplies (c) Supervision of field operations NOTE: If, after filling this Schedule B and before the completion of the �- joint venture's work on the contract covered by the regulation, there is any significant change in the information submitted, the joint venture must inform the grantee, either directly or through the prime contractor, if the joint venture is a subcontractor. 30 page 3 of 3 SCHEDULE B AFFIDAVIT "The undersigned swear that the foregoing statements are correct and include all material information necessary to identify and explain the terms and operations of our joint venture and the intended participation by each joint venturer in the undertaking. Further, the undersigned covenant and agree to provide to the grantee current, complete and accurate information regarding actual joint venture work and the payment therefore and any proposed changes in any of the joint venture arrangements and to permit the audit and examination of the books, records and files of the joint venture, or those of each joint venturer relevant to the joint venture, by authorized representatives of the grantee or the Federal funding agency. Any material misrepresentation will be grounds for terminating any contract which may be awarded and for initiating action under Federal or State laws concerning false statements." Name of Firm Name of Firm Signature Signature Title Title Date Date 14 SCHEDULE C STATE OF COUNTY OF 31 Page 1 of 1 On this day of , 19 , before me appeared (name) to me personally know, who, being duly sworn, did execute the foregoing affidavit, and did state that he or she was properly authorized by (name of firm) to execute the affidavit and did so as his or her free act and deed. .Notary Public My commission expires: SEAL STATE OF COUNTY OF On this day of 19 , before we appeared (name) to me personally know, who, being duly sworn, did execute the foregoing affidavit, and did state that he or she was properly authorized by (name of firm) to execute the affidavit and did so as his or her free act and deed. SEAL Notary Public My commission expires: 32 SPECIAL NOTICE OF INSURANCE REQUIREMENTS The requirements for insurance coverage follow herewith and supercede those set forth under "Insurance" on Pages 31-33 of the Public Works Specifica- tions of November 1, 1968 as amended by Part I, March 1977. INSURANCE. The Contractor shall procure and maintain at his own expense and without expense to the Town of Southold until final acceptance by the Town of Southold of the work covered by the contract, insurance for liability for damages imposed by law, of the kinds and in the amounts hereinafter provided, in insurance companies authorized to do such business in the State covering all operations under the contract whether performed by him or by subcontractors. Before commencing the work the Contractor shall furnish to the Supervisor a certificate or certificates of insurance in form satisfactory to the Supervisor showing that he has complied with this paragraph, which certificate or certificates shall provide that the policies shall not be changed or cancelled until thirty (30) days written notice has been given to the Supervisor. The types and limits of insurance are as follows: Note: The Contractor's attention is directed to the insurance limits re- quired for the performance of work under this contract and that these limits of coverage ARE NOT to be amended by deductible clauses of any na- ture wihtout the expressed written consent of the Town of Southold or its designated agent. (A) WORKER'S COMPENSATION INSURANCE. A policy covering the obligations of the contractor in accordance with the provisions of Chapter 41 of the Laws of 1914 as amended, known as the Worker's Compensation Law, covering all operations under the contract, whether performed by him or by his sub- contractor, and also under Article 9 of the Worker's Compensation Law, known as the Disability Benefits Law (Chapter 600 of the Laws of 1949) and amended thereto. The contract shall be void and of no effect unless the person or corporation making or executing same shall secure compensation and disability benefits coverage for the benefit of, and keep insured during the life of said contract, such employees in compliance with the provisions of the Worker's Compensation Law (General Municipal Law, Section 108) . This provision also applies to any other such coverage as required under the proviions of the Jones Act and/or U.S. Longshoremen and Harbor - worker's Act. (B) LIABILITY AND PROPERTY DAMAGE INSURANCE. Unless otherwise specific- ally required by special specifications, each policy with limits of not less than: Bodily Injury Liability and Property Damage Combined Single Limit of $2,000,000 Per Occurrence Page 1 of 3 V 33 SPECIAL NOTICE OF it,:- :,::10E REQUIREMENTS (continued) for all damages arising during the policy period, shall be furnished in the types specified, viz: (1) Contractor shall procure and maintain, at his own cost and expense, comprehensive general liability insurance covering premises and operations, contractual liability, independent contractors, explosion, collapse, underground property damage (XCU), broad form property damage, pollution liability caused by sudden and accidental occurrences, and products and completed operations coverage. (Completed operations coverage must continue for a minimum of two years after completion of the contract.) It shall be the responsibility of the Contractor to ensure that each Sub -Contractor maintains identical coverage and amounts. 2) Protective Liability Insurance to and covering the liability for damages imposed by law upon the Town of Southold, the Town Supervisor, and all employees of the Town of Southold, the County of Suffolk and the Commissioner of Public Works and all employees of the Commissioner of Public Works both officially and personally, with respect to all operations under the agreement by the Contractor or by his subcontractors, including omissions and supervisory acts of the Town or County and Protective _Liability Insurance to and covering the liability for damages imposed by law upon the State of New York and the Commissioner of, Transportation and •_. all,.employees of the Commissioner of Transportation both officially and personally with respect to all operations under the agreement by the dontractor or by his subcontractors, including Omissions and Supervisory Act of the State of New York; (3) If any vehicles are used. in the performance of this agreement, automobile liability insurance. must be procured in compliance with NYS Motor Vehicle Law. (u) Builder's Risk Insurance and/or All risk Property Damage Insuranct Fire and Extended -Coverage -.Until the project is completed and accepted by the Owner, the Contractor is'required to maintain Builder's Risk Insurance and/or All Property Damage Insurance (Fire and Extended Coverage) on a 100 percent completed value basis on all materials and workmanships utilized all portions of the project for the benefit of the Owner, the Contractor and Sub -Contractor as their interest may appear. NOTE: SPECIAL HAZARDS The Contractor's and Sub -contractor's Public Liability, Property Damage;- Vehicle Liability and Vehicle Property Damage insurance coverages shall provide adequate protection against the following special hazards: A. Damage or injury to aircraft or persons in aircraft operating on or 01 near the project site, resulting from any operations under this Contract. B. Damage or injury resulting from the use, storage, handling or transportation of explosives in connection with the Contract work. Page 2. of 2 iJC.r �1i111UC1 U1 l l.r.�,., 34 Whenever the following terms are used in these specifications, in the contract, in any documents or other instruments pertaining to construction where these" specifications govern, the intent and meaning shall be interpreted as follows: x AIP. The Airport Improvement Program, a grant-in-aid program, administered by the Federal Aviation Administration. AIR OPERATIONS AREA. For the purpose of these specifications",• the term air operations area shall mean any area of the airport used or intended to be used for the landing, takeoff, or surface maneuvering of aircraft. An air operation area shall include such paved or unpaved areas that are used or intended to be used for the unobstructed movement of aircraft in addition to its associated runway, taxiway, or apron. AIRPORT. Airport means an area of land"or waver which is used or intended to be used for the landing and takeoff of aitctalt, and includes its buildings and facilities, if any. ERLPM. Eastern Region Laboratory Procedures Manual. FAA. The Federal Aviation Administration of -the U:. -S. bepartment of Transportation. When used to designate a person, FAA shall mean the Administrator or his duly authorized representative. OWNER (SPONSOR). The term owner shall mean the patty of the first part or the contracting agency signatory to the contract. For AbAP contracts, the term sponsor. shall have the same meaning as the term owner.. RUNWAY. The area on the airport prefired for the landing and takeoff of aircraft. TOWN. The term Town shall mean the Town of Southold or its designated agent. WORKING DAY. A working day shall be any day other than a legal holiday, Saturday, or Sunday on which the normal working forces of the contractor may proceed with regular work for at least 6 hours toward completion of the contract. Unless work is suspended for causes beyond the contractor's control, Saturdays, Sundays and holidays on which the . • contractor's forces engage in regular work, requiring the presence of an inspector, will be considered as working, days. . J SPECIAL NOTES The following is a list of Specialty Items which are items of work requiring special skills and which are comprised of work which is not relevant to the general type of construction included under the contract: 640W—FAA 10 0. 35 36 SPECIAL NOTES CONSTRUCTION PROGRAM SCHEDULE Within one week after receipt of the executed contract, the Contractor shall submit to the Town of Southold or its designated agent, four copies of his proposed construction program schedule. This schedule shall indicate the planned commencement and completion dates for the principal items of work involved in this contract. The schedule shall indicate the sequence of construction as outlined in the contract plans. The Contractor may modify the sequence of construc- tion, provided his proposed alternates are equal to or better than those shown on the plans. The schedule shall be adhered to by the Contractor for the performance of the work covered by this contract. W d VIBRATORY COMPACTION OF BITUMINOUS CONCRETE Under this option, the Contractor shall use vibratory compaction equipment appearing on the current Approved List -Bituminous Concrete Vibra- tory Compaction Equipment. The various bituminous courses shall be compacted according to the following requirements. Open -Graded Base and Binder Courses. The Contractor may substitute one vibratory roller for compacting open -graded material in lieu of the conven- tional three (3) roller compaction train stipulated in the specifications. One roller shall be provided for each nominal 12 foot width of paving. No additional compaction equipment is required. Dense Graded Courses. The Contractor may substitute one vibratory roller in lieu of the initial roller and the pneumatic roller in the conventional three (3) roller compaction train stipulated in the specifications. Under this option, the course shall be finish rolled with a steel -wheel tandem roller having a minimum weight of 10 tons. This finish roller shall add a minimum of two passes closely following the vibratory roller or as directed by the Engineer. One vibratory roller and one steel -wheel tandem roller shall be pro- vided for each nominal 12 foot width of paving. Dual vibrating drum rollers meeting the requirements of a steel -wheel tandem roller and oper- ating the static mode may be used as the finish roller. However, this single vibratory roller shall not be used as both the initial and the finish roller. All Courses - General Requirements. For each project where a vibratory roller is used, the Contractor shall furnish a vibrating reed tachometer for the exclusive use of the Engineer. The vibrating reed tachometer shall have a frequency range of 1800 vpm to 4000 vpm with a minimum reed interval of 50 vpm between 1000 vpm and 2000 vpm, and a minimum reed interval of 100 vpm between 2000 vpm and 4000 vpm. Vibratory rollers shall operate at a uniform speed not exceeding 2-1/2 miles per hour (220 feet per minute) on all pavement courses. All turning of the compaction equipment shall be completed on material which has had a minimum of one roller pass. The required number of passes listed in the following table are mini- mum and may be increased by the Engineer. One pass shall be defined as one movement of the roller over any point of the pavement in either direction. The required number of vibrating passes may be reduced by one half for dual vibrating drum rollers when the drums are tandem and are both vibrating. Static roller passes shall continue until all ruts, ridges, roller marks or ' other irregularities are removed from the surface. The Engineer may alter the compaction procedures for small areas where the specified procedures are not practical. Page 1 of 2 d'1 3t VIBRATORY COMPACTION OF BITUMINOUS CONCRETE (Cont'd.) REQUIRED NUMBER OF PASSES (MINIMUM) Unless otherwise directed by the Engineer, vibratory rollers having pneumatic drive wheels shall compact the longitudinal joint by using one of the pneumatic drive wheels to overlap the joint in two (2) passes with the drum operating static. Unless otherwise directed by the Engineer, dual vibrating drum rollers shall compact the joint by overlapping the joint in two passes with both drums operating static. To prevent adhesion of the mixture to the drum(s), the drum(s) shall be kept properly moistened with water, or water mixed with small quantities of detergent or other Department approved materials. If required to pre- vent pneumatic tire pickup, the pneumatic drive wheels may be coated with a fine mist spray of fuel oil or other similar material. In all instances, the surface of the pavement shall be protected from drippings of fuel oil or other solvents used in paving, compaction or cleaning operations. If the Engineer determines that unsatisfactory compaction is being obtained or damage to highway components and/or adjacent property is occur- ring using vibratory compaction equipment, The Contractor shall immediately cease using this equipment and proceed with the work in accordance with the conventional compaction procedures stipulated under the general Specifica- tions at no additional cost. The Contractor should note that if he electes to use vibratory compac- tion equipment he assumes full responsibility for the cost of repairing all damages which may occur to highway componnts and adjacent property. Page 2 of 2 A It Vibratory Roller Steel Wheel Tandem Finish Roller Vibrating Static Pavement Courses Passes Passes Static Passes Base (Open -Graded) 4 2 Not Required Base (Dense -Graded) 2 Not.Req. 2 Binder (Open -Graded) 4 2 Not Required Binder (Dense -Graded) 2 Not.Req. 2 Top (Dense -Graded, All Types) 2 Not.Req. 2 Unless otherwise directed by the Engineer, vibratory rollers having pneumatic drive wheels shall compact the longitudinal joint by using one of the pneumatic drive wheels to overlap the joint in two (2) passes with the drum operating static. Unless otherwise directed by the Engineer, dual vibrating drum rollers shall compact the joint by overlapping the joint in two passes with both drums operating static. To prevent adhesion of the mixture to the drum(s), the drum(s) shall be kept properly moistened with water, or water mixed with small quantities of detergent or other Department approved materials. If required to pre- vent pneumatic tire pickup, the pneumatic drive wheels may be coated with a fine mist spray of fuel oil or other similar material. In all instances, the surface of the pavement shall be protected from drippings of fuel oil or other solvents used in paving, compaction or cleaning operations. If the Engineer determines that unsatisfactory compaction is being obtained or damage to highway components and/or adjacent property is occur- ring using vibratory compaction equipment, The Contractor shall immediately cease using this equipment and proceed with the work in accordance with the conventional compaction procedures stipulated under the general Specifica- tions at no additional cost. The Contractor should note that if he electes to use vibratory compac- tion equipment he assumes full responsibility for the cost of repairing all damages which may occur to highway componnts and adjacent property. Page 2 of 2 A It r I SPECIAL NOTES AREA TO BE COVERED BY INSURANCE The Contractor shall provide insurance coverage for all work required by the contract. CONTRACTOR'S SIGNS No signs which might be construed as advertising the Contractor or any sub -contractor will be permitted. One sign shall be erected on top of or immediately adjacent to the Contractor's main field office. It shall be limited to the smallest size which in the opinion of the Engineer, is sufficient to facilitate the location of the office, and is to be worded as follows: Field Office of On A detail of the sign shall be submitted to the Engineer for his approval before erection. to SPECIAL NOTE FINAL PAYMENT The contractor's attention is directed to the following requirements for final payment which are shown on Page 38a of the Public Works Specifi- cations dated November 1, 1968 as amended by Part I, March 1977. Kindly note that the requirements under Acceptance of Final Payment have been revised herein and supersede the latest Public Works Specifica- tions. FINAL AGREEMENT. The final agreement will not be completed until all work required under the contract has been satisfactorily completed, all claims presented and all accounts for extra work and materials have been rendered, considered, and, if agreed to, made a part of such final agree- ment. Work remaining to be accomplished under an uncompleted work agree- ment, shall be considered as completed work for the purpose of the final agreement. FINAL ESTIMATE. The Supervisor will approve a final estimate for final payment based on the final agreement as prepared and approved by the Chief Engineer, less previous payments and any and all deductions auth- orized to be made by the Town of Southold or its designated agent under the contract. Payment pursuant to such final estimate less any deductions authorized to be made by the Town under the contract shall constitute the final payment and shall be made by the Town. ACCEPTANCE OF FINAL PAYMENT. The acceptance by the Contractor, or by anyone claiming by or through him, of the final payment shall constitute and operate as a release to the Town of Southold from any and all claims of any liability to the Contractor for anything theretofore done or furnished for or relating to or arising out of the work done thereunder, and for any prior act, neglect, or default on the part of the Town of Southold or any of its officers, agents, or employees. Should the Contractor refuse to accept the final payment as tendered by the Town Treasurer, it shall constitute a waiver of any right to interest thereon. 14 SPECIAL NOTES REGULATIONS FOR USE OF FIRE HYDRANTS The Contractor shall comply with Local Law No. 1-1984 regulating the use of fire hydrants for purposes other than fire fighting. The purpose of this Law is to protect the health of the residents of Suffolk County by preventing the contamination of the water supply through back siphon- age from fire hydrants being used to fill tanks using chemicals or any other possible contaminants. The highlights of the new Law are as follows: 1) The required use of backflow prevention devices either reduced pressure zone device or an air gap. 2) Written approval from the proper water purveyor, to be kept in user's vehicle. 3) The user's name, place of business and telephone number shall be permanently displayed on both sides of vehicle using public fire hydrants. 4) Flow of water to user's tank to be controlled by use of 1-1/2" gate valve at user's tank. 5) Proper hydrant wrench to be used to open and close hydrant. Hydrant to be opened fully and closed completely and slowly. 6) Report any damage to hydrant to applicable water purveyor. Non-compliance with the above regulation shall constitute a viola- tion, punishable on conviction for a first offense by suspension or loss of license and/or a fine not exceeding one thousand ($1,000) dollars and a second offense by a fine not exceeding two thousand ($2,000) dollars. M 41 42 Intro. Res.- No. 1996-33 ��', li �2 rj �,� �r,, Laid on Table 11/22/83 Introduced by Legislator 31ass RESOLUTION NO. 1050 -•1983, ADOPTII:G LOCAL LAT -1 NO. 1 - 198 4, A LOCAL LAII REGULATING THE USE OF PUBLIC WATER FIRE HYDRANTS FOR PEST CONTROL AND OTHER COMMERCIAL PURPOSES WHEREAS, there was duly presented and introduced to the County Legislature at a regular meeting held on December 27, , 1983, a proposed local law entitled "A LOCAL LAW REGULATING THE USE OF PUBLIC WATER FIRE HYDRANTS FC.R PEST CONTROL AND OTHER COMMERCIAL PURPOSES"; now, therefore, be it RESOLVED, that said local law be enacted in form as follows: LOCAL LAW NO. 1 - 1984, SUFFOLK COUNTY, NEW YORK A LOCAL LAW REGULATING THE USE OF PUBLIC PIATER FIRE HYDRANTS FOR PEST CONTROL AND OTHER COMMERCIAL PURPOSES BE IT ENACTED BY THE COUNTY LEGISLATURE OF THE COUNTY OF SUFFOLK -as follows: Section 1. Legislative Intent This Legislature hereby finds that the use of public fire hydrants by' unauthorized persons poses a threat to the health and safety of the people o Suffolk County. Accordingly, appropriate regulations are necessary t,- facilitate cfacilitate the reporting of fire hydrant misuse and to prevent contamination and theft of the public water supply. .Section 2. Definitions. Water Purveyor -anvpublic or private water supplier or any legally constituted water district or authority. Hydrant - a discharge pipe with a valve and spout at which water may be drawn from a water main. Section 3. Posting of User's Identity. Any person or firm which uses as a water supply public fir-! hydrants, owns -d by a water purveyor, shall place the user -company's name on any vehicle invc•lved in hydrant use. The company name, place of business ani telephones number shall be clearly and per;+anentlf displayed on both sides of vehicles which utilize public fire hydrants for any use other than fire -fighting. Such designation shall be visible so as to be read by unaided, normal vision from a distance of not less than 20 feet. Section 4. Approval of public water purveyor for use of hydrants must be obtained. • Written approval from the rroper water purveyor shall be obtained annually, or at the discretion of the purveyor, for the use of any fire hydrant for any purpose other than fire -fighting. A copy of such approval or pormi_ shall be kept in the user's vehicle and shall be made available upon redsonablt request from any police officer, employee of the water purveyor or the Suffoli: ' 43 •Intro. Res. No. 1996-33 Page 2 • County ))ealth Services Del artment, officer of the New York State Department of Environmental Conservation or officer of the Town, Village or local fire -district within which the hydrant is located. A permit is required for each vehicle to be connected to a hydrant. Users of public water fire hydrants shall comply with all fees.and regulations of the applicable water purveyor. This section shall be in addition to any provisions of the New York State Department of Environmental Conservation Law and other applicable statutes. Section 5. Mandatory Use of Backflow -Prevention System. Each vehicle which utilizes public water fire hydrants for purposes other than fire -fighting shall be equipped with a properly functioning back-flow prevention system described as follows: a) Hydrant connection shall be with a water -purveyor approved adaptor and reducer fitting with a 1 1/2 inch gate valve, followed by a double-check valve or other back-flow prevention device to which the water hose will be connected; b) In all connections, hydrants shall be opened to full capacity; e)• Hydrant openings and closings shall be accomplished only by -the use ,of a proper hydrant wrench on the .operating nut, with flow started and controlled by the 1 1/2 inch valve; • d) No hydrant shall be used to fill tanks on vehicles w*:ich contain chemicals, (such as tree sprav or lava fertilizer) unless a reduce" pressure back-flow preventor or a permanently atc.3ched piping with art air-ga:= minimum of twica the diameter of the pipe between the fill -pips and the tanks it used; e) Each back-flow preventiar system shall be inspected and/cr tested at least annually by an authorized agent or certified tester of the New Fork State Depaztment of Environmental Conservation as a condition preceda nt to the issue.nce of any permit by a public rater purveyor; f) •Back-flow prevention apparatus shall be visible on the ixterior of each vehicle upon unassisted observation. Section 6. Reporting of possible hydrant damage. Any damage, or evidence thereof, arising out of hydrant use authorized by permit, or out of previous, unreporte, unauthorized use, shall be ::ported to the applicable water purveyor and the pertinent fire district _omrnissioner immediately upon occurance or discovery. Section 7. Enforcement and violations. Non-compliance or non-conformance with any provision hereof shall constitute a violation, punishable on conviction for a first offense by suspension or loss of license and/or a fine not exceeding one thousand (S1,000) dollars; and a second or subsequent offense by a fine not exceeding twa thousanc! ($2,000) dollars, and/or possible permanar,t loss of license. Administration and enforcement of the law will be the responsibility of one or more of the following: local water and fire district, local code enforcement officers, : Suffolk County Department of Stealth Services, village, :own and/or County Polio: + Departments, and/or the New York Stata Department of Environmental Conservation. • 'a 44 antro. Res. No. 1996-83 •Pane 3 This law shall become effective upon filing with the Office of the t York State Secretary oe State. DATED: December 21. 1983 APPROV Y: . County :cecutive of Suffolk County after a public hearing duly field Jan. 9, 1984 and Date Of Approval: / /� .Q�, Filed with the Secretary of State • • January 27, 1984. 45 SANITARY CONVENIENCES AND FIRST AID Sanitary conveniences for the use of all persons employed on the work shall be provided and maintained by the Contractor in sufficient number, in such manner, and at such placed as shall be approved. The Contractor shall vigorously prohibit the committing of nuisances on the work. Any employee found violating these provisions shall be discharged and not again employed. The Contractor shall provide such equipment and facilities as are necessay or required in case of accident, for first aid service to any who may be injured in the progress of the work. He shall also have standing arrangements for the removal and hospital treatment of any employees who may be injured or who may become ill. The Contractor must report immediately to the Engineer every acci- dent to persons or damage to property; and he shall furnish in writing, full information including testimony of witnesses regarding any and all accidents. U.S. Deportment of Transportation C i rc U. a r Federal Aviation r Administration•, ,. .. ; ,• t t• � i Subject: OPERATIONAL SAFETY ON AIRPORTS Date: 5/31/84 AC No: 150/5370-2,. DURING CONSTRUCTION Initiated by: AAS -300 Change: e 1. PURPOSZ. This advisory -circular (AC) sets forth guidelines concerning the operational safety on airports during construction, to assist airport operators in complying with Part 139, Certification and Operation: Land Airports Serving Certain Air Carriers, of the Federal Aviation Regulations (FAR), and with the requirements of Federally -funded construction projects. Construction activity is defined as the presence and movement of personnel, equipment, and materials in any location which. could infringe upon the movement of aircraft. For noncertificated airports and airports with no grant agreements, application of these provisions will help maintain the desired level of operational safety during periods of construction. 2. CANCELLATION. AC 150/5370-2B, Operational Safety on Airports With .Emphasis on Safety During Construct.ion,` dated -October 9, 1981, iz canceled. 3. RELATED R"?DING MATERIAL. All references cited herein are available for.inspectio. in any Federal Aviation Administration'(FAA) regional .office. ' a. The Federal Aviation Regulations are sold by the Superintendent of Documents (AG 00-44, Status of Federal Aviation Regulations, current edi- tion, contain:, a price list and ordering instructions). b. AC 150/5370-10, Standards for Specifying Construction of Airports, is also sold by the Superintendent of Documents (AC 00-2, Advisory Circular Checklist, current edition, contains ordering instructions). 4.* BACKGROUND. Various AC's which detail all major elements of safe, efficient airport design and construction are available., However, opera-tional safety on airports may be degraded by construction hazards or margi- nal conditions that develop after an airport has been opened or approved for operation. This AC addresses that problem. NOTE: Airports which have received Fedcral assistance (grants, real or personal property) and air- ports certificated under FAR Part 139 have mandatory requirements related .to this subject'. _ AC 150/5370-2C 5/31/84 t 5. CENE'RAL . a. The airport operator is responsible for full compliance with the require - cents of -FAR Part 139 for certificated airports and with the provisions of Federal grant agreements when applicable. Adherence to the following provisions will materially assist the airport operator in providing the level of safety required. Local FAA Airports offices have technical expertise to assist airport operators in all safety matters on airports. (See AC 150/5000-3, Address List for Regional Airports Divisions and Airports District/Field Offices, current edition.) b. Each bidding document (construction plans and/or specifications) for air - development work or air navigation facility (NAVAID) installation. involving aircraft operational areas should incorporate a section on safety on airports during the construction activity. The section, as a minimum, should contain the appropriate provisions outlined in appendix.1 to.this AC. C. The airport operator should pay particular attention to the pullback distances and clearances for any maintenance activities and emergencies that occur on airports. These include activities which involve maintenance equip=ent--such as mowing machines, snowplows, lighting equipment --as well as emergency standbys for t firefighting and rescue equipment. d. Where feasib:e and where operational safety is not affected, the airport Qperator may choose to keep open operational areas adjacent to construction activity during construction rather than close them to aircraft activity. '. e. At.airports that are undergoing a multi-year major redevelopment, a compre- .hensive construction safety plan should be developed. This safety plan may contain deviations .from the criteria outlined in appendix 1 of this AC so long as they are based upon'a commitcent by the airport operator and the users to provide the maxi- mum clearances possible between construction activities and aircraft within the limits imposed by lo.al-.conditions. 6. COORDINATION OF AIRPORT CONSTRUCTION ACTIVITTES. Construction activities on an airport, in proximit: to, or affecting aircraft operational areas or navigab:e airspace, should be coordinated with the FAA and airport users prior to initiating such activities. In addition, basic responsibilities and procedures should Le developed and disseminated to instruct construction personnel in airport procedures and for monitoring construction activities for conformance with safety require- ments. These and other safety considerations should be addressed in the earliest stages of project formulation and incorporated in the contract specifications. Construction areas located within safety areas requiring special attention by the c_- contractor should be clearly delineated on the project plans. The airport operator should closely monitor construction activity throughout its duration to ensure con= L 'tinual compliance with safety requirements. E I' t F . a. Form al -Notification. A formal notification to the FAA is required by rebu lation for certain airport projects. For instance, FAR Part 157, Notice of Construction, Alter tion, Activation, and Deactivation of Airports, requires that FAA be notified in writing whenever a non -Federally funded project involves the F � Par 5 2 5/31/8+ AC 150/5370-2C construction of a new airport; the construction, realigning, altering, activating, or abandoning of a runway, landing strip, or associated taxiway; and the deac- tivating or abandoning of an entire airport. Formal notification is made by sub- mitting FAA Form 7480-1, Notice of Landing Area Proposal, to the nearest FAA district office or FAA regional office. (See AC 70-2, Airspace Utilization Considerations in the Proposed Construction, Alteration, Activiation and Deactivation of Airports, current edition.) Also, any per3on proposing any kind c construction or alteration of objects that affect navigable airspace, as defined FAR Part 77, Objects Affecting Navigable Airspace, is required to notify the FAA. FAA Form 7460-11 Notice of Proposed Construction or Alteration, should be used for this purpose. (See AC 70/7460-2, Proposed Construction or Alteration of Objects -That May Affect the Navigable Airspace, current edition.) b. Work Scheduling and Acccm_olishcent. Predesign, preconstruction, and preb: conferences provide excellent opportunities to introduce the subject of airport operational safety during construction. All parties involved, including the spon sor's engineer and contractors, should integrate operational safety requirements into their planning and Work schedules as early as practical. Also, respon- sibilities should be clearly established for continuous monitoring and compliance with the requirements assigned and for vigilance to detect areas needing attentic due to oversight or altered construction activity. When construction is being• planned on FAR Part 139 certificated airports, the responsible airport safety (certification; inspector should be directly involved at all stages, from pre-` design through final inspection. _ e. Safety Considerations; The follo�rirg ie a partial lizt.of =r.f con- siderations which experience indicates will need attention during airport construction. ' (1) -Minimum disruption of standard operating procedures for aeronautical activity. (2) Clear routes from firefighting and rescue stations to active airport operations areas and safety areas. (3) Crain of notification and authority to change safety -oriented aspect of the constru,:tion plan. areas. (u)• I%itiation, currency, and cancellation of Notice to Airmen (NOTAM's; (5) 7uspension or restriction of aircraft activity on airport operation: (6) Threshold displacement and appropriate temporary lighting and markii (7) Installation and maintenance 3f temporary lighting and marking for closed or diverted aircraft routes on airport operations areas. (8) .manpower. (9) Par 6 Revised vehicular control procedures or additional equipment and harking/lighting of construction equipment. .,i si/84 M (10) Storage of construction equipment and materials when not in use. (11) Designation of responsible representatives of all involved parties and their availability. ' (12) Location of construction personnel parking and transportation to and .from the - work site. (13) Marking/lighting of construction areas. (14) Location of construction offices. . (15) Location of contractor's plants. (16) Designation of waste areas and disposal. (17) Debris cleanup responsibilities and schedule. (18) Identification of construction personnel and equipment. (19) Location of haul roads. (20) Security control on temporary gates and relocated fencing. (21) Noise pollution. ._ �• (22)• Blasting regulation and control. (23) Dust control. (24) Location of utilities. ' (25) Provision for temporary utilities and/or immediate repairs in the event of'disruption. (26) Location of power and control lines for electronic/visual navigational aids. (27) Additional security measures required if FAR Part 107, Airport Security, is involved. (28) Marking and lighting of closed airfield pavement areas. (29) Coordination of construction activities during the winter with airport snow removal plan. (30) Phasing of work. (31) Shutdown and/or protection of airport electronic/visual navigational aids. ` 4 Par 6 ' 5/31/84 AC 150/5370-2C (32) Smoke, steam, and vapor controls. •'� (33) Notify crash/fire/rescue personnel when working on crater lines.. (34) Provide traffic directors/wing walkers, etc., as needed to assure clearance in construction areas. d. Guidelines for Proximity or Construction Activitv to Airoort Operations Areas. The guidelines contained in appendix 1 are for use in the preparation of plans and specifications when• construction activities are to be conducted in loci .tions which may interfere with aircraft operations. They should be adapted to t: needs of a particular project and should not be incorporated verbatim into projec •specifications. 7. -EXAMPLES OF HAZARDOUS AND MARGINAL CONDITIONS. Analyses of past accidents ar, incidents have identified many contributory hazards and conditions. A represen- tative list follows: a. - Excavation adjacent to runways,. *taxiways, and aprons. b. -•Mounds or stockpiles of earth, conotruction material, temporary structure and other obstacles in proximity .to airport operations areas and approach zones. e. Runway- surfacing projects resulting in exace3sive lips greater than 1 inc} (2.54 cm) for runways and 3 inches (7.62 cm) for edges between old an.i new surfa, at runway edges and ends. d. Heavy equipment, stationary or mooile, operating or idle near airport operations areas or in safety areas. • - t e. Proximity of equipment or materia'. which may degrade radiated Signals or impair monitoring of navigational aids. : f. Tall but relatively low visibility units such as cranes, drills,• and the like in critical areas su%h as safety areas and approach zones. g: Improper or malfunctioning lights or unlighted airport hazards. h. Holes, obstacles, loose pavement, trash, and other debris on or near air port operations areas. i. Failure to maintain fencing during construction to deter human and anima intrusions into the airport operation areas. Open trenches along side pavement,. k.'•Improper marking.or lighting of runways, taxiways, and displaced thresholds. 7. -l. Attractions for birds such as trash, grass seeding, or ponded water on c near airports.. • s . AC 150/5370-2C 5/31/84 m. Inadequate or improper methods of marking temporarily closed airport opera- I tions areas including improper and unsecured barricades. 1 ' n. Obliterated markings on'active•opera'tional areas. • NOTE: Safety area encroachments, improper ground vehicle operations, and unmarked or uncovered holes and trenches in the vicinity of aircraft operating sur- faces are the three most recurring threats to safety during construction. 8. ASSURING OPERATIONAL SAFETY. The airport operator is responsible for. establishing and using procedures for the immediate notification of airport users And the FAA of any conditions adversely affecting operational safety at the air- port. If construction operations require shutdown of a navigational aid from ser- vice for more than 24 hours or in excess of 4 hours daily on consecutive days, a 45 -day minimum notice is desirable prior to the facility shutdown. Notification of construction, rough pavement, weather -caused effects, bird hazards, and other con- ditons affecting the use of the airport is usually made by NOTAM issued by Flight Service Stations. FAA Air Traffic facilities and Airports district/field offices will assist in the notification process. Airmen or other persons engaged in aviation activities are encouraged to report safety-related airport conditions to airport management, the FAA or through the use of the National Aeronautics and Space Administration's Aviation Safety Reporting System. _ 9. VEHICLES ON AIRPORTS; Vehicular activity on.airport moveLaent areas should be kept to a minimus. Where vehicular traffic on airport operation areas cannot be avoided, it should be carefully controlled . A basic gu4 din© pri::cipla is ;: at 'he •, aircraft always has the right-of-way. Some aspects of vehicle control and• :.en- • tifieation are discussed below. It should be recognized, however, that every air- port presents different vehicle requirements and problems and therefore need- -individualized solutions so that vehicle traffic does not endanger aircraft operations. a'. Visibility. Vehicles which routinely operate on airport operations areas should be marked/flagged for high daytime visibility and, if appropriate, lighted for nighttime operations. Vehicles which are not marked and lighted should to escorted by one that is equipped with temporary marking and lighting devicen. (See AC• 150/5210-5,. Paintir:g, Marking, and Lighting of Vehicles Used on an Airport, current edition.) b. Identification. It is usually desirable to be able to identify visually specific vehicles from a distance. It is recommended that radio equipped vehicles which routinely operate on airport operations areas be permanently marked with identifying characters on the sides and roof. (See AC 150/5210-5.) Vehicles needing intermittent identification could be marked with tape or with magnetically attached markers which are commercially available. Whenever possible, vehic:.es should be purchased with the recommended markings and lighting. e. 'Noticeability. Construction vehicles/equipment should have automatic signalling devices to sound an alarm when moving in reverse. .'6 _ Jar 7 51317S4 5.2._AC 150/5370-2C d: Movement. The control of vehicular activity on airport operations areas if of the highest importance. Airport management is responsible for developing proce- dures, procuring equipment, and providing training regarding vehicle operations to ensure aircraft safety during 00113truction. This requires coordination with air- port users and air traffic control. Consideration should be given to the use of two-way radio, signal lights, traffic signs, flagmen, escorts, or other means suitable for the particular airport. The selection of a frequency for two-way radio communications between construction contractor vehicles and the air traffic control (ATC) tower must be coordinated with the ATC tower chief. At nontower air- ports, two-way radio control between contractor vehicles and fixed -base operators. or other airport users should avoid frequencies used by aircraft.. It should be remembered that even with the most sophisticated procedures and equipment, syst.emat training of vehicle operators is, necessary to achieve safety. Special con- sideration should be given to training intermittent operators, such as construction workers, even if escort service is being provided. 10. INSPECTION. Frequent inspections should be made by the airport operator or a representative during critical phases of the work to ensure that the contractor is following the prescribed safety procedures and that there is.an effective litter control program. 11. FAA, SAFETY RESPONSIBILITIES. FAA Airports engineers and certification inspec- tors have specific responsibilities regarding operational safety on certificated airports before and during periods of construction activity. Their particular area of ' concern will be directed cowards. cons trur:tion within safety areas, 'and they will be �.Ivolyed in. Lhe .following functions $. jeview of plans to determine limits of work and possible safety problem areas. b. five special attention to the development of the safety plan which is a part; of the plana and specifications. C. hdvise FAA e::ements such as regional. Flight Standards, Air Tra fic, and Airway FF.oil.1`vies of the construction activities and the safety plan. ^. d. Ensure that users of the facilities have ample warning of the proposed construction so that they may ;make advanced plans to change their operations. e. FAA Airports engineers and certification inspectors should participate in the predesign an:l preconstruction conferences if the project involves a complex safety plan. Also, they should participate in constructionlinspections and in the inspection of the finished work to determine that there are no safety violations t, FAR Part 139. LEONARD E. MUD . Director, Office of Airport Standards Par 9 Y _. 7 53 5/31/84 AC 150/5370-2C Appendix 1 APPENDIX 1. SPECIAL SAFETY REQUIREMENTS DURING CONSTRUCTION i. RUNWAY ENDS. Constriction equipment normally should not penetrate the 20:1 approach surface. 2. RUNWAY EDGES. Construction activities normally should not be permitted within 200 feet of the runway centerline. However, construction may be permitted within 200 feet of the runway centerline on a case-by-case basis with approval of the air port operator, the FAA and the users. S. TAXIWAYS AND APRONS. Normally, construction activity set -back lines should be located at a distance of 25 feet plus one-half the wingspan of the largest predoc.: Want aircraft from the centerline of an active taxiway or apron. However, construction activity may be permitted up .to the taxi: -ay and aprons in use provide that the -activity is first coordinated with the airport operator, the FAA and the users; NOTAM's are issued; marking and lighting provisions are implemented; and i' .is determined the height of equipment and materials is safely below any part of t: aircraft using the airport operations areas which might overhang those areas. Aa occasional passage of an aircraft with Wingspan greater than 165 feet should be dealt With on a case-by-case basis. . N., EXCAVATION AND TRENCHES. a. Runways. Excavations and open trenches maw be permitted up to 2100 feet rrom the :enterlina of an active runway, provided they are adequately signed, lighted Ono warl:ed. In addition, excavat:icn and open trenches may be permitted within 240 .feet of the runway centerline on a case-by-case basis, i.e., cable Lrenehps, pave4iint j:ie-ina, etc., with the approval of the airport operator, the FAA and the users. , b. Taxiways and ADrons. Excavation and open trenches may be perm::tted up tc the edge of 3truct•µral taxiway and apron pavements provided the drop-o.,f is ade- . qua�e:ll, sign 3d , lighted and marked. 5. STO,C,YPI:?D M.A"ERTAL. Extensive stockpiled materials should not be permitted within the aona;.ruG.; on a;;pivity areas definea 1n the preceding four sections. 6. MAXIMUM EQUIPMENT HEIGHT. Notice of proposed construction shall ba sub=itte to the appropri.ate Airports district office for review prior to the placement of construction equipment on airports. The gaiding criteria involving FAR Part 139 certificated ;:irports and grant agreement airports is that all construction plan and specifica'.;ions require direct coordination with the appropriate Airports district, field, or regional office. In aJdition, airports should file FAA Form 7460-.1 when equipment is expected to penetrate any of the surfaces defined above paragraphs 1, 2, and 3. Airport operators are reminded that FAR Part 157 requir prior notice to construct, realign, alter, or activate any runway/landing area c associated taxiway for any project which: is non -Federally funded. 7. PROXIMITY OF CONSTRUCTION ACTIVITY TO 11AVIGATIOt:AL AIDS. Construction acti% in the vicinity of navigational aids requires special consideration. The effect the activity 2nd its permissible distance and direction from the aid must be ev. uated in.each instance. A coordinated evaluation'by the airport operator and t: 1%V?Ct1".LA i FAA is necessary. Technical involvement by FAA regional Airports, Air Traff54 Flight Standards, and Airway Facilities Specialists is needed as well as -construc- tion engineering and management input. Particular attention needs ,to be given to stockpiling materials as well as to the movement and parking of equipment which may interfere with line -of -sight from the tower or interfere with electronic emissions. (See AC 150/5300-2D, Airport Design Standards—Site Requirements for Terminal Navigational Facilities, current edition, for critical areas of NAVAIDS.) B. CONSTRUCTION V-HICLE TRAFFIC. With respect to vehicular traffic, aircraft safety during construction is likely to be endangered by four principle causes: . increased traffic volume, nonstandard traffic patterns, vehicles without radio com- munication and marking, and operators untrained in the airport's procedures. Because each construction situation differs, airport management must develop and coordinate a construction vehicle traffic plan with airport users, air traffic control and the appropriate construction engineers and contractors. .This plan, When signed by all participants becomes a part of the =ntract. The airport opera- tor is responsible for coordinating and enforcing the plan. 9. LIM;-.ATION ON CONSTRUCTION. a. Open -flame welding or torch -cutting operations should be prohibited unless adequate -fire and safety precautions are provided and have been approved by the . airport operator. All vehicles are to be .parked and serviced behind the construc- tion restriction line and/or in an area designated eY the airport operator. b. Open trenches, oxcavationa, and stockpiled Material at the zonstruction site should *e prominently t:: rked with cransa- flags amd' -lighted wlt ; flashi:.g yellow liSht unit: (acceptable to toe airport operator and -the FAA) durin;4 hours c: restricted visipj. ity .and/or darkness. Under no circtums.tanoes are flare pots to be near airoraft turripg areas. a. Stookpilel paterial should be constrained in a manner to prevent.=ovement result.or pirc W'- blast or wind. Material should not be stared near aircraft burning areas or woveMept Areae. 10. MARKING An LIGHTING OF CLOSED OR HAZARpOUS AREAS ON AIRPORTS. The construc- tion specifications should incluge a provision requiring the contractor to have a • man on cal? 24 hours per day for emergency 'maintenance of airport hazard lighting and parr�cades. a. Permanen4ly Closed Runways and Taxiways. For runways *and taxiways which have been permanently closed, the lighting circuits should be disconnected. With runways, the threshold markings, runway designation marking, and touchdown zone markings should be obliterated, and crosses * should be placed at each end at 1,000 -foot (300 m) intervals. With taxiways, a cross 13 placed at each entrance o! the closed taxiway. b. Temporarily Closed Runways and Taxiways. Tempararily closed runways are treated in the same canner as in paragraph' 10a except runway markings are not obli- terated. Rather, crosses are usually of the temporary type (constructed of 2 - 5/31/84 150/5370-2C Appendix 1 material such as fabric or plywood), and they are required only at runway ends. The crosses should be located on top of the runway numerals. For temporary marking, the dimensions of the crosses may be reduced to permit use of standard sheets of 4 -by -8 -foot (1.22 by 2:44 m) plywood. Temporarily closed taxiways are usually treated as an unusable area as explained in paragraph 10d. -e. Closed Airports. When all runways are closed temporarily, the runways arc marked 'as in paragraph 10b, and the airport beacon is turned off. When all runwa•- are closed permanently, the runways are marked as in paragraph 10a, the airport beacon is disconnected, and a cross is placed in the segmented circle or at centra_ location if..no segmented circle exists. d. Hazardous Areas. Hazardous areas, in which no part of an aircraft may enter, are indicated by use of *barricades with alternate orange and white rarkinE- The barricades are supplemented with orange flags at least 20 by 20 inches (50 by 50 -cm) square and made and installed so that they are always in the extended posi- tion and properly oriented. For nighttime use, the barricades are supplemented with flashing yellow lights. The intensity of the lights and spacing for barrica;. flags, and lights must be such to delineate adequately the hazardous area. e. Notices to Airmen (NOTAM's). The airport operator should provide infor- mation on closed or hazardous conditons to the local air traffic control facility (control -tower, approach control, center, flight service station) so that a NOTAM can be issued. St b:lized Areas. Y.oldi:.g toys, oprors, and taxiways are souctimes pro- vided.with shoulder stabilization to prevent blast and :.rater erosion. This stabi- lization may -Lave the appearance of a full strength pavement but is not intended for aircraft ase. Usually the taxiway edg-s marking will define this area, Dut cc. • ditions may exist such as stabilized islands or taxiway curves where confusion aa-. exist as to which'side of the edge stripe Ls the full. strength pavement. Where such a condition exists, the stabilized area should be .:arked with 3-frot. 0 m) stripes perpendicular to the edge stripes. On straight sections, the marks shou 1 _ be placed at a maximum of 100 -foot (30 m) spacing. On curves, the mark -s should b ,placed a maxirum of 50 feet (15 m) apart between the curve tangents. The stripez T.�.'should be extended to 5.feet (1.5 m) from the edge of stabilized area ur to 25 fe (7.5 m) in length, whichever is less. g. Runway Shoulder Marking. Usually the runway side stripes will indicate t edges of the full strength pavement. However, conditions may exist, such as exce tionally wide*runways, where there is a ne.!d to indicate the area not intended fc We by aircraft. In such cases, chevrons should be used. , 11. TEMPORARY RUNWAY THRESHOLD DISPLACE�'NTS. Identification of temporary runwa threshold displacements should be located outboard of, the runway surfa�-e. These could include outboard lights, Runway End identification Lights (REILS), and markings. The extent of the marking and lighting should be directly ,related to t duration of the displacement as well as the type and level of aircraft activity. I. CONTRACT DOCUMENT DRAWINGS A. Dimensions The drawings are made to scale, unless otherwise noted, but all working di=ensiors shall be taken from the figured dimensions or by actual measurements at the work, and in no case by scaling the prints. ise Con- tractor (and his subcont=accors) s::all study and com- pare -all drawings and verify all figures before laving out or cons truczing the work and shall be responsible for any and all errors in the Contract work which night have been avoided thereby. 'Whether or not an error is believed to exist, deviations frcm the draw- ings and the dimensions given thereon . shall be mace only after approval in writing is obtained fro-&_ the Engineer. The Contractor (and his subcont:.acc:.rs) shall take all measurements of existing established - conditions row« -i t::s tandirg the figured Ci=ens ions are not in agreement •wi-_ the Contractor's (or his sub- contractors) measurements, the Engineer shall be im- mediately notified and the Engineer will promptly ad; us t sa=e.B. Dia2ra=a-i c Dra•.:inzs 1. Work and `Facerials Inc? tided Plans or drawings .:here the work is sha,N-n ciao _=aticall r in dicate approved working systems. Every piece of material, fittin3, =:::tu. e or small eauipWent is not s ov-n ncr is every dir=icul:.y or interference t::. c Way be en- countered. To carr -r out the t ---,e intent and purpose of the Contract Doc=encs, all necessari pa=ts --o.=axe complete. apprnvec «orkin g systems, or installations shall be included as 41 detailed on t e drawin;s. 2. Location a: Cars tr::c :he lccat:.on o: ccrst=::ct'_cn or inst.: laticrs shc•4- on t ie drawings, unless exse_ly d:.me;.sic .nc, sha_: be con- sidered as approximate only. 'she Cor.:.:--ac:or (and '::; Subcontractors) shall adjust the posit ion of the con- structlon and installation in accordance with good working practices and as directed or .approved hey the Engineer to meet interferences, provide proper clear- ance and provide proper access space ;:or operations and maintenance. .0 56 0 57 C. Vrpical Details Where shown on the drawings, typical details shall apply to each and every item or the Contract work where such icer -s are incorporated and the detail is applicable. Unless noted other -wise, such typical details shall .be applicable in full. II. SPECIAL I'17SPECTION R.EOUIRI ZE TS A. The project will be financially aided by grants from the Federal Aviation Administration (U.S. Gover-ment) and from the State or taw Yerk acting through the w -v York De- partment of Transportation. All work done under this Con- tract will be subject to the rules and regulations and the approval of said Administration and Department. The Con- tractor shall provide authorized representatives of said Administraticnand Department with proper access to the work for inspection purposes at any time dueing the prepar- ation for or progress on the Contract Work. B. The Contractor shall throughout the course of the•work give proper notice to the Engineer and all others having jurisdiction of his schedtle of operations. .It, shall be the Contractor`s responsibility to have all parts of the work i aspected and approved by the popper aut oritles as recurrad. . '.C: Ali arol:.cable inspectio:: and ce=tificati�on requirements o the Standard Spec=::.cations refarr ed to herein will be enforced, inadditions to any other fnspecti.ors or certifications deemed necessary by tha -.Engineer. III. " 0�'?AL" CLAUSE Whenever a material, article or -:; ece of ecuipment is identified cn the plans or in the specifications by reference co runfaccurer's or vencor's nares, t_ace aa names, catal^gue numbers, etc., re -s intended re?y to establish a standard; and, any cacerial, article. or eau_pren: of ocher ranu:acc_rers and vendors •�h will �oer:oma ada uate!7 he cu ies _=osed by the general design will.be considered eeually ac:epcable provided the material, article, or Equipment so pro- posed, is, in the ooinion oz the Engineer, of equal substance and ft ction. It shall not be purchased or installed by the. Contractor without the Engineer's written approval. ' IV. PROTECTION OF L117FS AIM HEALTH In order to protect the lives and health of his em- • ployees under the contract, the Contractor shall com- ply With all pertinent provisions of the "Manual of Accident Prevention in Construction" issued by the Associated General Contractors of ?=erica, Inc., and shall iraincain an accurate record of all cases .of death, occupational disease, and injury requirinG medical attention or causing loss of c-4--efrom work, arising out of and in the course of employment on work under the Con=act. He alone shall be responsible for the safety, ef_iciency, and adequacy of his plant, ap- pliances, and --echods, and for any damage which ray result from their failure of their isproper construction, maintenance or operation. SCOPE OF WORK MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the safety of aircraft, as well as the contractor's equipment and personnel, is the most important consideration. It is understood and agreed that the contractor shall provide for the free and unobstructed movement of aircraft in the air operations areas of the airport with respect to his own operations and the operations of all his subcontractors as specified in the subsection titled LIMITATION OF OPERATIONS It is further understood and agreed that the contractor shall provide for the uninterrupted operation of visual and electronic signals (including power supplies thereto) used in the guidance of aircraft while operating to, from, and upon the airport as specified in the subsection titled CONTRACTOR'S RESPONSIBILITY FOR UTILITY SERVICE AND FACILITIES OF OTHERS With respect to his own operations and the operations of all his subcontractors, the contractor shall provide marking, lighting, and other acceptable means of identifying: personnel; equipment; vehicles; storage areas; and any work area or condition that may be hazardous to the operation Of aircraft, fire—rescue equipment, or maintenance vehicles at the airport. •• When the contract requires the maintenance of vehicular traffic on an, existing road, street, or highwx; during the contractor's performance of work that is otherwise provided for in the contract, plans, and specifications, the contractor shall keep such road, street, or highway open to all traffic and shall provide such maintenance as may be required to . accommodate traffic, The contractor shall furnish, erect, and maintain barricades; warning signs, flagmen, and other traffic control devices in reasonable conformity with the manual of Uniform Traffic Control Devices for Streets and Highways (published by the United States Government Printing Office); unless otherwise specified herein. The contractor shall also construct and maintain in a safe condition any temporary connections necessary fer ingress to and egress from abutting property or intersecting roads, stret;ts or highways. Unless othe:tirise specified herein, the contractor will not be required to furnish snow removal for such exlszing road, street, or highway. The contractor shall make his own estimate of all labor, materials, equipment, and incidentals necessary for providing the maintenance of aircraft and vehicular traffic as specified in this subsection. The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall not be measured or paid for directly, but shall be included in the various contract items. T CONTROL OF WORK 60 LOAD RESTRICTIONS. The contractor shall comply with all legal load restriCLions in the hauling of materials on public roads beyond the limits of the work. A special permit will not relieve the contractor of liability - for damage which may result from the moving of material or equipment. The operation of equipment of such weight or so loaded as to cause damage to structures or to any other type of construction will not be permitted. Hauling of materials over the base course or surface course under construction shall be limited as directed. No loads will be permitted on a concrete pavement, base, or structure before.the expiration of the curing period. 'The contractor shall be responsible for all damage done by his hauling equipment and shall correct such damage at his own expense. MAINTENANCE DURING CONSTRUCTION. The contractor shall maintain the work during construction and until the work is accepted. This maintenance shall constitute continuous and effective work prosecuted day by day, with adequate equipment and forces so that the work is maintained in satisfactory condition at all times. In LLP- case 0..1 a contrsct for the placing of a• course upon a course or subgrade previously constructed, the contractor shall maintain the previous course or subgrade during all construction operations. . FAILURE TO MAINTAIN THE WORK. Should the contractor at any time Aail to maintain the work as provided in the subsection titled MAINTENANCE DURING CONSTRUCTION of this section, the engineer shall immediately notify the contradtor of such noncompliance. Such notification shall specify a reasonable time within which the contractor shall be required to remedy such unsatisfactory maintenance condition. The time specified will give due consideration to the exigency that exists. Should the contractor fail to respond to the engineer's notification, the engineer may suspend any work necessary for the owner to correct such unsatisfactory ;maintenance condition, depending on the exigency that exists.. Any maintenance cost incurred by the owner, shall be deducted from monies due or to become due the contractor. LEGAL RELATIONS AND RESPONSIBILITY TO PUBLIC RESTORATION OF SURFACES DISTURBED BY OTHERS. The owner reserves the right to authorize the construction, reconstruction, or maintenance of any public or private utility service, FAA or National Oceanic and Atmospheric Administration (NOAA) facility, or a utility service of another government agency at any time during the progress of the work. To the ' extent that such construction, reconstruction, or maintenance has been coordinated with the owner, such authorized work (by others) is indicated as follows: _ Person to Contact Owner Location (Name, Title, Address (Utility or Other Facility) (See Plan Sheet No.) and Phone) Except as listed above, the contractor shall not permit any individual, firm, or corporation to excavate or otherwise disturb such utility services or facilities Located with.n the limits of Che work without the writter. permission of the engineer. • Should the owner of public or private utility service, FAA, or NOAH facility, or a utility service of another government agency be authorized to construct,reconstruct, or maintain such utility servicc or facility 6 --ring the progress of the work, the contractor shall cooperate with such owners by arranging and performing the work in this contract so as to facilitate such construction, reconstruction or maintenance by others whether or not such work by others is listed above. When ordered as extra work by the engineer, the contractor shall make all necessary repairs to the work which are doe to such authorized work by others, unless otherwise provided for in the contract, plans, or specifications. It is understood and agreed that the contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from such authorized work. LEGAL RELATIONS AM) RESPONSIBILITY TO PUBLIC FEDERAL AID PARTM PATION. For AIP contracts, the United States Government has agreed to reimburse the owner for some portion of the contract costs. Such reimbursement is made from time to time upon the owner's (sponsor's) request to the FAA. In consideration of the United States Government's (FAA's) agreement with the owner, the owner has included provisions in this contract pursuant to the requirements of the Airport and Airway Development Act of 1970 (84 stat. 219), as amended, and the Rules and ' Regulations of the Federal Aviation Administration that pertain to the work. As required by the Act., the contract work is subject to the inspection and approval -of duly authorized representatives of the Administrator, Federal .Aviation Administration and is further subject to those provisions of the rules and regulations that are cited in the contract-, plans, or specifications. No requirement of the Act, the rules and regulations implementing the Act, or this contract shall be construed as making the Federal Government a party to the contract nor will any such requirement interfere, in any way, with ' .the rights of either party to the contract. ENVIRMENTAi PROTECTION. The contractor shall comply with all Federal, State,and local laws and regulations controlling pollution of the enri=orment. Fe shall take necessary precautions to prevent pollution of streams, lakes, ponds, and reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to prevent pollution of the atmosphere from particulate and 3aseous matter. LEGAL RELATIONS At1D RESPONSIBILITY TO PUBLIC 63 PUBLIC CO`IVENIENCE ,L`1D SAFETY. The contractor shall control his operations•and those of his subcontractors and all suppliers, to assure the .least inconvenience to the traveling public. Under all circumstances, safety shall be the most important consideration. The contractor shall maintain' -the free and unobstructed movement of aircraft and vehicular traffic with respect to his own operations and those of his subcontractors and all suooliers in accordance with the subsection titled MAINTENANCE OF TRAFFIC hereinbefore specified and shall limit such operations for the convenience and safety of the traveling public as specified in the subsection titled LIMITATION OF OPERATIONS hereinafter. - BARRICADES, WARNING SIGNS. AND HAZARD MARKINGS. The contractor shall furnish, erect, ana maintain all barricades, warning signs, and markings for hazards necessary to protect the public and the work. When used during periods of darkness, such barricades, warning signs and hazard markings shall be suitably Illuminated. When 'the work requires closing an air operations area of the airport or portion of such a: -ea, the contractor shall furnish, erect, and maintain temporary markings and associated lighting conforming to the requirements of FAA Advisory Circular 150/5340-1, Marking of Paved Areas on Airports. The contractor shall furnish, erect, and maintain markings and associated lighting of open :.renches, excavations, temporary stock piles, and his parked constructic,i: equipment that may be hazardous to the operation of emergency fire -rescue or maintenance vehicles on the airport in reasonable, conformance to FAA Advisory Circular 150/5370-2, Safety on Airports During Construction Activity. The contractor shall identify each motorized vehicle or piece of construction equipment in reasonable conformance to FAA "Advisory Circular 150/5370-2. LEGAL RELATIOINS AND RESPONSIBILITY TO PUBLIC 64 OPENI::C SECTIONS OF T11E WORK TO TTLIFFIC. Should it be necessary for the contractor to complete portiol►s of the contract work for the beneficial occupancy of the owner prior to completion of the entire contract, such "phasing" of the work shall be specified herein and indicated on the plans. When so specified, the contractor shall complete such portions of the work on or before the date specified or as otherwise specified. The contractor shall make his own estimate of the difficulties involved in arranging his work to permit such beneficial occupancy by the owner as described below: Phase or Required Date or Sequence Work Shown Description of Owner's Beneficial Occupancy_ on Plan Sheet Upon completion of any portion of the work listed above, such portion shall . be accepted by the owner in accordance with the subsection titled PARTIAL ACCEPTANCE No portion of the work may be opened by the contractor for public use until ordered by the engineer in writing. Should it become necessary to open a portion of t^e work to public traffic on a temporary or intermittent basis, such opening: shall b•e made when, in the opinion of the engineer, such portion of tha work is in an acceptable condition to support the intended traffic. TecLTiorary or intermittent openings are considered to be inherent in the work and shall not constitute either: acceptance of the portion of the work so opened or a waiver of any provision of the contract. Any damage to the portion of the work so opened that is not attributable to traffic which is permitted by the owner shall be repaired by the contractor at his expense. The contractor shall make his own estimate 3f the inherent difficulties involved in completing the work under the conditions herein described and shall not claim any added compensation by reason of delay or increased cost due to opening a portion of the contract work. LEGAL RILATIONS AND RESPONSIBLITY TO PUBLIC CONIMCTGR'S RESPONSIBILITY COP, UTILITY SERVICE ANO FACILITIES OF OTHERS. As provided in the subsection titled RLS Mi)JW10N OF SUiUvr'1%CES DISZURBED BY OTHERS of this section, the contractor shall cooperate with the owner of any public or private utility service, FAA or National • Oceanic and Atmospheric Administration (NOAH), or a utility service of another government agency that may be authorized by the owner to construct, reconstruct or maintain such utility services or facilities during the progress of the work. In addition, the contractor shall control his operations to prevent the unscheduled interruption of such utility services and facilities. 65 .To the extent that such public or private utility services, FAA, or NOAH facilities, or utility services of another goverrurental agency are known to exist within the limits of the contract work, the acproxi'mate locations have been indicated on the plans and the owner is Tovm of Southold. Contact -Francis J. Murphy in case of emergency at 765-1800 during working hours and Robert P. Knauff at 783-7463 after working hours. It is understood and agreed that the owner does not guarantee the accuracy or the completeness of the location information relating to existing utility services, facilities, or structures that may be shown on the plans or.encountered in the work. Any inacc•:racy or omission in such •information shall not relieve the contractor of his resocnsibility to protect such existing features from damace or unscheduled interruption : of service. It is further understood and agreed that the contractor shall, upon execution of the contract, notify the owners: of all utility services or other facili:ties.of his plan of operation:,. Such notification shall be in writing .addressed to THE PERSON TO C0117ACT as provided hereinbefore in this subsection and the subsection titles' RESTORATION OF SURFACES DISTURBED BY OZiERS of this section. A copy of each notification shall be given to the engineer. In addition to the general written notification hereinbefore provided, it shall be the responsibility of the contractor to keep.suc:h individual owners advised of changes in his plan of operations that would affect such owners. Prior to commencing the work in the general vicinity of an existing utility service or fac=lity, the contractor shall again notify each such owner of his plan of op. -ration. If, in the contractor's opinion, the owner's assistance is needed to locate the utility service or facility or the presence of a representative of the owner is desirable to observe the work, such advice should be included in the notification. Such notification shall be given by the most expeditious means to teach the utility owner's PERSON TO CONTACT no later than two normal business days prior to the contractor's commencement of operations in such general vicinity. The contractor shall furnish a written summary of the notification to the engineer. LEGAL, RELATIONS AND RESPONSIBILITY TO PUBLIC The contractor's failure to give the two day's notice hereinabove provided shall be cause for the engineer to suspend the contractor's operations in the general vicinity of a utility service or facility. r Where the outside limits of an underground utility service have been located and staked on the ground, the contractor shall be required to use excavation methods acceptable to the engineer within 3 feet of such outside limits at such points as may be required to insure protection from damage due to the contractor's operations. Should the contractor damage or interrupt the operation of a utility service or facility by accident or otherwise, he shall immediately notify the proper authority and the engineer and shall take all reasonable measures to prevent further damage or interruption of service. The contractor, in such events, shall, cooperate with the utility service or facility owner and the engineer continuously until such damage has been repaired and service restored to the satisfaction of the utility or facility owner. The contractor shall bear all costs of damage and restoration of service t.o • any utility service or facility 'due to his operations whether or not duc to negligence or accident. The contract owner reserves the right to deduct such costs from any monies due or which may become due the contractor, or his surety. . PROSECUTION i%ND PROGRESS 67 LIMITATIO'd OF—ME ^.ATIO'IS. The contractor shall control his operations and the operations of his subcontractors and all suppliers so as to provide for the free and unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the airport. When the work requires the contractor to conduct his operations within an AIR OPERATIONS AREA of the airport, the work shall be coordinated with airport management (through the engineer) at least 48 hours prior to commencement of such work. The contractor shall not close an AIR OPER4TIO:;S AREA until so authorized by the engineer and until the necessary temporary marking and associated lighting is in place as provided in the subsection titled BARRICADES, :GAMING SIGNS, AND HAZARD MARKINGS. When the contract work requires the contractor to work within an AIR OPERATIO;IS AREA of the airport on an intermittent basis (intermittent opening and closing of the AIR OPERATIONS AREA), the contractor shall maintain constant communications as hereinafter specified; i=ediately obey all instructions to vacate the AIR OPERATIONS AREA; i=ediately obey all instructions to resume work in such AIR OPERATIONS AREA. Failure to maintain the specified communications or to obey instructions shall be ca --se for suspension of the contractor's operations in the AIR CPERaTIONS AREA until the satisfactory conditions are provided. The following AIR OPERATIONS AREA (AOA) cannot be closed to.ope;ating aircraft to permit fhe Contractor's operations'on a continuous basis and will therefore be closes to aircraft operations intermittently as follows:, PROSECUTION AND PROGRESS TME PERIODS AOA AOA CAN BE CLOSED Runways Weekdays 12/30 8:C0 a.m.- 7/25 6:00 P.M. TYPE OF C01%M 3ICATIONS CONTROL REQUIRED WH -7N WORKI"M I;d AOA AUTHORITY Escorted Elizabeth Field Radio Operator and Groton New London Airport Control Tower PROSCCUTIM' AND DETER'.•1INATION AND CXTr:,ISIGM OF CO,;T2\CT TI"iG. The number of calendar or -working days -allowed for compIction of the work shall be stated in the proposal and contract and shall be known as the CONTRACT T1,fE. Should the contract time require extension for reasons beyond the contractor's control, it shall be adjusted as follows: (a) CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the engineer. The engineer will furnish the contractor a copy of his weekly statement of the number of working days charged against the contract time during the week and the number of working days currently specified for completion of the contract (the original contract time plus the number of working days, if any, that have been included in approved CHANGE ORDERS or SUPPLEMENTAL AGREEMEt1TS covering EXTRA WORK) . The engineer shall base his weekly statement of contract time charged on the following considerations: (1) No time shall be charge -d for days on which the contractor is ' unable to proceed with the principal item of work under construction at the time for at least 6 hours with the normal work force employed on such principal item. Should the normal work force be on a double -shift, 12 hours shall be used. Should the normal work force he on a trifle -shift, 18 hours shall apply. Conditions beyond the contract:;r's control such as strikes, lockouts, unusual delays in transportation, temporary suspension of the principal item of work under construction or temporary suspension of the entire work which have -been ordered by the engineer for reasons not the fault of the contractor, shall not be charted against the contract time. (2) The engineer will not make ch,.rges against the contract time ' prior to the effective•date of the notice to proceed. (3) The engineer will begin charges against the contract time on the first working day after the effective date of the notice to proceed. (4)' The engineer will not make ch4rges against the contract time after the date of final acceptance as defircd in the subsection titled FINAL ACCEPTANCE (S) The contractor will be allowed one week in which to file o written protest setting forth his objections to the engineer's weekly statement. If no objection is filed within such specified time, the weekly statement shall be considered as acceptable to the contractor. The contract time (stated in the proposal) is based on the originally estimated quantities, Should the satisfactory completion of the contract require perfo rm.-Mce of work in greater quantities than those estimated in the proposal, the contract time shall be increased in the same proportion as the cost of the actually completed quantities ` bears to the cost of the originally estimated quantities in the proposal. Such increase in contract time shall not consider either the cost of wcrk or the extension of contract time that has bean covered by change order or supplemental agreement and shall be made at the time of final payment. 69 PROS I-XUr to J AND PROGRLSS �(b) CONTRACT TIME based on CALENDAR DAYS shall consist of the number of calendar days stated in the contract counting from the effective date of the notice to proceed and including all Saturdays, Sundays, holidays, and non -work days. All calendar days elapsing between the effective dates of the engineer's orders to suspend and resume all work, due to causes not the fault of the contractor, shall be excluded. At -the time of final payment, the contract time shall be increased in the same proportion as the cost of the actually completed quantities bears to the: -cost of the originally estimated quantities in the proposal. Such increase in the contract time shall not consider either the cost of work or the extension of contract time that has been covered by a change order or supplemental agreement. Charges against the contract time will cease as of the date of final acceptance. --(c) When- the contract time is a specified completion date, - it shall be the date on which all contract work shall be substantially completed. If --the contractor finds it impossible for reasons beyond his control to complete the work: within the contract time as specified, or as extended in accordance with the.p rovisions of this subsection, he may, at any time prior to the expiration of the contract time as extended, make a written request to -the engineer for an extension of time setting forth the reasons which he believes will justify the granting of his request. The contractor's plea that- insuff iciettt time was specified is not a valid reason for extension.of = time. .If the engineer finds that the work -was delayed because of conditions beyond -the control and without the fault of.the contractor, he may extend the time for cotr.pletion in such amount as ttie conditions justify. The .extended time for completion shall then be in full force and effect,the same as though it were the original time for completion. 7u PkoSEC Lrr im. A -ND PI:UGpd:ss . TER`tINATIO`: FOP. NATIO`:M. F!T-RCP.:,ICTFS. The .owner shall terminate the contract or portion choreof by written not ice when the contractor is prevented from proceeding vita the construction contract as a direct result of an Executive Order of the President witti respect to the prosecution of war or in the int.:rest of national defensu. Mien the contract, or any portion thereof, is terminated before completion of all items of work in the contract, paymant will be made for the actual number of units or items of work completed at the contract price or as mutually agreed for items of work partially completed or not started. No claims or loss of anticipated profits shall be considered. Reimbursement for or-anization of the work, and other overhead expenses, (when not otherwise included in the contract) and moving equipment and ,materials to and from the job will be considered, tine intent being that an equitable settlement will be made with the contractor. Acceptable materials, obtained or ordered by the contractur for the work end that are not incorporated in the work shall, at the option of the contractor. be purchased from the contractor at actual cost as shown by receipted bills and actual cost records at such points of dcli-:ery as ra, be - -" designated by the engineer. Termination of the contract or a portion thereof*shall neither relieve the • contractor" of his responsibilities for the completed work nor shall it relieve his surety of its obligation for and concerning any just claim arising out of Lhe work performed. PAYMENT 7.1 PAYMENT FOR EXTRA AND FORCE ACCOMT FORK. Extra work, performed in accordance witn tn` zuoscccicn titl::d E::TRA MM will be paid for at the contract prices or agreed prices specified in the change order of Supplemental agreement authorizing such extra work. When the change order or supplemental agreement authorizing the extra work reouires that it be done by force account, such force account -shall be measured and paid for as follows: (a) Labor. For all labor (skilled and unskilled) and foremen in direct charge of a specific force account item, the contractor shall receive the rate of wage (or scale) for every hour that such labor or foreman is actually engaged in the specified force account work. Such wage (or scale) shall be agreed upon in writing before beginning the work. The contractor shall receive the actual costs paid to, or in behalf of, workers by reason of subsistence and travel allowances, health and welfare benefits, pension fund benefits or othor benefits, when such amounts are required by collective bargaining agreement or other employment contract generally applicable to the classes of labor employed on the work. An amount equal to 15 percent of the sum of the above items will also be paid the contractor. (b) Insurance and Taxes. For property damage, liability, and workmen's compensation insurance premiums, unemployment insurance contributions; and social. security taxes en the Force account .4orh the contractor s^a'__ receive the actual cost, to which cost (sum) 5 percent will be added. The contractor shall•furnish satisfactory evidence of the rate or rates paid for such insurance and taxes. (c) Materials. For materials accepted by the engineer and used, the contractor shall receive the actual cost of such materials delivered on the work, including transportation charges paid by him (exclusive of machinery rentals as hereinafter set forth) , to which cost (smm) 15 percent trill be added. (d) Equipment. For any machinery or special equipment (other than small tools) incl -,.ding fuel and lubricants, plus transpor5ation costs, the use of which has been authorized by the engineer, the contractor shall receive the rental rates agreed upon in writing before such worn is begun for the actual time that suc.tt equipment is committed to the work, to which rental sum 15 percent will be added. _ (e) Miscellaneous. No additional allowance wall be made for general superintendence, the use of small tools, or other rests for which no specific.allowance is herein provided. (f) . Co.;.parison of Records. The contractor and the engineer shall compare ru cords of the cost of force account work mt. the end of each day. Agreement stall be indicated by sicnaturc of the cantractor and engineer or their duly authorized representatives. PAYMENT 72 (g) Statements. No payment will be made for work performed on a force account basis until the contractor has furnished the en-Ineer with duplicate itemized statements of the cost of such force account work detailed as follows : • (1) Name, classification, date, daily hours, total hours, rate and extension for each laborer and foreman. (2) Designation, dates, daily hours, total hours, rental rate, and •extension for each unit of machinery and equipment. (3) Quantities of materials, prices, and extensions. (4) Transportation of materials. (5) Cost of property damage, liability and workmen's compensation insurance premiums, unemployment insurance contributions, and social , security tax. Statements shall. be accompanied and supported by receipted invoice for all materials used and transportation charges. However, if materials used on the force account work are not specifically ;purchased for such work but are taken from the contractor's stock, then in lieu of the invoices the contractor shall furnish an affidavit certifying that such materials were taken from his stock, that the quantity claimed, was actually used, and that the price and transportation claimed represeat,the actual cost to the contractor. The additional payment; based on the percentages specified above, shall constitute full compensation for all items of expense not specifically provided for the force account work. The total payment made as provided above shall constitute full compensation for such work. PARTIAL. P.MENTS. Partial payments ::ill be made at least once each month as the cork progresses. Said paymer..t. will be based upon estimates prepared by the engineer of the value of the work performed and materials complete in place in accordance with the contract, plans,and specificati-)ns. Such partial payments may also include the delivered actual cost of those materials stockpiled and stored in accordance with the subsection titled PAVUE`'T FOR rLkTERIALS ON HAND of this section. Ko partial pay.nant will be made when the amount due the contractor since the last estimate amounts to less than five hun.ired dollars. PAY;dENT W From the total of the amount determined to be payable on a partial payment, 10 percent of such total an;ount will be deducted and retained by the owner ' until the final payment is made except, as may be provided (at the contractor's option) in the subsection titled PAY:tE;IT OF 14IT191ELD RMS of .this section. The balance (90 percent) of the amount payable, less all • previous payments, shall be certified for payment. Should the contractor exercise his option, as provided in the subsection titled PAYME;IT OF WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted. When not less than 95% of the work has been completed the engineer may, at his discretion and with the .consent of the surety, prepare an estimate from which will be retained an amount not less than twice the contract value or estimated cost, whichever is greater, of the work remaining to be done. The remainder, less all previous payments and deductions, will then be certified for payment to the contractor. It is understood and agreed that the contractor shall not be entitled to demand or receive partial payment based on quantities of work in excess of those provided in the proposal or covered by approved change orders or supplemental agreements, except when such excess quantities have been determined by the engineer to be a part of the final quantity for the item of work in question. No partial paym--n t shall bind the owner to the acceptance of any materials or work in place as to quality or quantity. All partial payments are subject to correction at the time of final payment as provided in PAYMENT FOR KXTERIALS ON HAND. Partial payments may be made to the extent of the delivered cost of materials to be incorporated in the wcrk, provided that such materials meet the requirements of the contract, plan--, and specifications and are delivered to acceptable sites on the airport property or at other sites in the vicinity that are acceptable to the own-er. Such delivered costs of stored or stockpiled materials may be included in the next partial payment after the following conditions are met: (a) The material has been stored or stockpiled in a manner acceptable to th e'engineer at or on an approved site. (b) The contractor has furnished the engineer with acceptable evidence of the quantity and quality of such stored or stockpiled materials. (e) The contractor has furnished the engineer with satisfactory evidence that the material and t-ransportation costs have been paid. (d) The contractor has furnished the owner legal title (free of liens or encumb erances of any kind) to the material so stored or stockpiled. (e) . The contractor has furnished the -owner evidence that the material so stored or stockpiled is insured against loss by damage to or disappearance of such materials at anytime. prior to use in the work. 7 PAYMENT ,od and agreed that the transfer of title and the owner's ;uch stored or stockpiled materials shall in no way relieve the his responsibility for furnishing and placing such materials with the requirements of the contract, plans, and will the amount of partial payments for materials on hand exceed ;Act price for such materials or the contract price for the contract .;;ich the material is intended to be used. payment will be made for stored or stockpiled living or plant materials. ,.ractor shall bear all costs associated with the partial payment of r stockpiled materials in accordance with the provisions of this PAYMENT OF WITHHELD FINDS. At the contractor's option, he may that the owner accept (in lieu of the 10 percent retainage on payments described in the subsection titled PARTIAL PAY.'ENTS of this the contractor's deposits in escrow under the following conditions: ls) the contracc:or shall breat all e%penses of and «.:' c.sining an escrow account and escrow agreement acceptable to the owner.. 00 The contractor shall deposit to and maintain in such escrow only 'ecurities or•bank certificates of depcsit as are acceptable to the "I^•r and having a value not less than the 10 percent retainage that would R:Y:se be wit.`.held from partial payment. (0 The contractor shall enter into an escrow agreement satisfactory to "s c:-iner. (d) The contractor shall obtain the wri•_ten consent of the surety to '"'` agreement. 73 GENERAL Unless otherwise specifically provided, no direct payment will be made for any of the work described and specified under the captions "GENERAL NOTES" and "SPECIAL NOTES". The cost of this work shall be included in the prices bid for the various contract items. 76 I'IiM ',IF-85EF ASPHALT CONCRETE REMOVAL AND REPLACEMENT 1. I)►::;(:ItIPTION. Under this item the Contractor shall a) saw cut the exi:;titig pavement; b) excavate and dispose of material in accordance with tho General Specifications for "Excavation"; c) construct a crushed aggre— gate base course; and d) construct a bituminous concrete pavement. The above work shall be performed at locations and in conformance with the required grade, thickness, cross—section and gradations shown on the plans and as directed by the Engineer. 2. MATERIALS AND CONSTRUCTION DETAILS. All materials and construction details shall conform with their respective items as found in the Public Works Specifications adopted November 1968, as amended, the Proposal, and as further described on the following pages: Page 1 of 26 77 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) Cutting Pavement Under this item the Contractor shall carefully cut the existing sidewalk and/or pavement where shown on the plans or as ordered by the Engineer. The saw cut shall be true.to line and for a minimum depth of two inches. The method and type of equipment to be used shall meet the approval of the Engineer before starting work. Breaking and removal shall be done in accordance with the General Specifications for "Excavation". Use of a breaker ball will not be permitted to break up concrete pavement or sidewalk. Page 2 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) Crushed Aggregate Base Course Description ,>09-1.1 This item shall consist of a base course composed of crushed aggregates constructed on the existing underlying course in accordance with these specifications and shall conform to the dimensions and typical cross section shown on the plans and with the lines and grades established by the engineer. Materials 209-2.1 AGGREGATE. The aggregate shall be either crushed stone, crushed gravel, or crushed slag. The fine aggregate shall be screenings obtained from crushed stone, gravel, or slag. The crushed stone shall consist of hard, durable particles or fragments of stone, free from dirt or other objectionable matter,. and shall contain not more than 8% of flat, elongated, soft, or disintegrated pieces. OThe crushed gravel shall consist of hard durable stones, rocks, and boulders crushed to specified sizes and shall be free from excess flat, elongated, soft or disintegrated pieces, dirt, or other objectionable matter. The method used in production of crushed gravel shall be such that the finished product shall be as uniform as practicable. The crushing of the gravel shall result in a product, all of which -will be retained on a No. 4 mesh sieve, and shall have at least 90% by weight of particles with at least two fractured faces and 100%.by weight of particles with at least one fractured face. If necessary, the gravel shall be screened before crushing to meet this requirement or to eliminate an excess of fine particles. All stones, rocks, and boulders of inferior quality occurring in the pit shall be wasted. The crushed slag shall be air-cooled, blast furnace slag and shall consist of angular fragments reasonably uniform in density and quality and shall be reasonably free from thin, elongated, or soft pieces, dirt, and other objectionable matter. It shall weigh not less than 70 pounds per cubic foot, as determined by AASHO T 19. The crushed aggregate shall have a percent of wear not more than 45 at 500 revolutions, as determined by AASHO T 96 (Los Angeles Rattler Test). Page 3 of 26 1KC i ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) CRUSHED AGGREGA'1TE BASE COURSE The crushed aggregate shall not shoe evidconce of disiiitcL;ration nor sho"I a total loss greater than i2i5 when subjuctod to 5 cycles of tt'a sodium sulphate accelerated soundness test using AASHO T 104. All material passing the No. 4 mesh sieve produced in the crushing operation of either the stone, gravel, or slag shall be incorporated in the base material unless there is an excessive amount which, if included, would not meet the gradation requirements. The crushed aggregate shall meet the requirements of one of the gradations given in the following table when tested in accordance with AASHO T 11 and T 27. Table 1. --Requirements for Gradation of Aggregate Percentage by weight passing sieves Sieve desi•;nation A B (square orenings) 2" maximum 11/2" maximum .1 2 inch -------------------- 00 ------------- - 1�z inch----------------------------=---� - 100 1 inch -------________--__ 55-85 70-95 _ inch •50-80 55-85 No. 4 - 30-60 30-60 No. 40 ____________________ 10-25 10-25 No. 200 ___________________ 1 3-10 3-10 The gradations in the table represent the limits which shall determine + suitability of aggregate for use from the sources of supply. The final gradations decided on within the limits designated in the table shall be well graded from -oarse to fine and shall not vary from the low limit on one sieve to the high limit on the adjacent sieves or vice versa., The amount of the fraction of material passing; the No. 200 mesh sieve shall not exceed one half the fraction passing the No. 40 mesh sieve. The portion of thf. base aggregate, including any blended material, passing the No. 40 mesh sieve shall have a liquid limit of not more than 25 and a Plasticity index of not more than 6 when tested in accordance with AASHO T 69 and, T 90. • The selection of 8,ny of the gradations shown in the table shall be such that the maximum size aggregate used in any course ahall not be more than two thircl'1 the thickness of tate layer of course being constructed. r _ �Page 4 of 26 [Z�J ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued)" CRUSHED AGGREGATE SASE COURSE 209-2.2 ADDITIONAL FINE MATERIAL. If additional fine material, in excess of that naturally present in the base course material, is necessary for correcting the gradation to the limitations of the specified gradation., or for the satisfactory bonding of the base material, or for changing the soil constants of the material passing the No. 40 mesh sieve, it shall be uniformly blended and mixed with the base course material at the crushing plant or by an approved plant. There shall be no reworking of the basle course material in-place to obtain the specified gradation. The additional fine material for this purpose shall be obtained from the crushing of stone, gravel, or slag and when used, shall be of a gradation as necessary to accomplish the specified gradation in the final mixed base course material. Construction Methods 209-3.1 OPERATION AT SOURCES OF SUPPLY. All work involved in clearing and stripping of quarries and pits, including the handling of unsuitable material, shall be performed by the contractor at his own expense. The base material shall be obtained from approved sources. The material shall be handled in a manner that shall secure a uniform and satisfactory product. 209-3.2 EQUIPMENT. All equipment necessary for the proper construction of this work shall be on the project, in first-class working condition, and approved by the engineer before construction is permitted to start. 209-3.3 PREPAR.-TG UNDERLYING COURSE. The underlying course shall be checked and accepted by the engineer before placing and spreading operations are started. Any ruts or soft, yielding places caused by improper drainage conditions, hauling, or any other cause, shall be corrected and rolled to the required compaction before the base course is placed thereon. Formal grade control will not be required in this contract because of the patchwork involved. To protect the underlying course and to insure proper drainage, the spreading Of the base shall begin along the centerline of the pavement on a crowned section or on the high side of the pavement with a one-way slope. Page 5 of 26 I ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) CRUSHED AGGREGATE BASE COURSE 209-3.4 PLANT MIX. The base material shall be uniformly blended during • crushing operations or mixed in an approved plant. The type of plant may be either a central proportioning and mixing plant or a traveling plant. The plant shall blend and mix the materials to meet these specifications and to secure the proper moisture content for compaction. 209-3.5 PLA6MG AND SPREADING. (a) Central Plant. The crushed aggregate base material that has been proportioned in a crushing and screening plant, or proportioned and processed in a central mixing plant, shall be placed on the prepared underlying course and compacted in layers of the thickness shown on the plans. The depositing and spreading of the material shall commence where designated and shall. progress without breaks. The material shall be deposited and spread in lanes in a uniform layer and without segregation of size to such loose depth that, when compacted, the layer shall have the required thickness. The base aggregate shall be spread by spreader boxes or otter approved devices or methods that shall spread the aggregate in the required amount to avoir: or minimize the need for rehandling the material and to prevent the ruttier of the underly�rg course. 'The spreader boxes or other devices shall be equipped with strike -off templets or screeds that can be adjusted or con- trolled to secure the required thickness of the material. Dumping from vehicles in piles on the underlying course which will require rehandling _ shall not be permitted. Hauling over the "compacted base course shall not be permitted. (b) Trave,ing Plant. If a traveling plant is used for mixing, the -base material gall be placed on the underlying course in such condition to provide a ba3e mixture conforming to the specified gradation and mois-iz re content, and in such quanti-„y to develop the, thickness of the layer of the base and the density after compaction. The material shall be shaped to a uniform sectio;:. The engineer shall examine the mixture to determine that the mixing is complete and satisfactory and that the proper moisture content is maintained before compaction is started. No spreading shall be done except when au-,horized. Care shall be take:. that no material from the underlying course is mixed with the base material. If necessary, the base course shall be bladed until a smooth,, uniform sur•'ace is obtained that is true to line, grade, ar_d cross section and until the infix is in condition for compacting. Page 6 of 26 •w...n.+f+.+.►ww.�w..nw� w M N11 aMy.pl1..• K•.rM•.•M.'• � w......• V..... � �....-w.•w..y.�� • ,.�nw+.rM+.7w+r •..�.��•wtM •.ww ... c ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) �+ 0 CRUSHED AGGREGATE BASE COURSE (c) Method of Placinr'. The base course shall be constructed in a layer not less than 2Z inches nor more than -4-21 inches. of compacted thickness.' The aggregate, as spread, shall be of uniform gradation with no segregation .or pockets of fine or coarse materials. Unless otherwise permitted by the engineer, the aggregate shall not be spread more than 2,000 square yards in advance of the rolling. Any necessary sprinkling shall be kept within these limits. No material shall be placed in snow or on a soft, muddy, or frozen underlying course. When more than one layer is required, the construction procedure described herein shall apply similarly to each layer. The.engineer shall make tests to determine the maximum density and the proper moisture content of the base material, and this information will be available to the contractor. The base material shall have a satisfactory wDisture content when rolling is started, and any minor variations prior to or during rolling shall be corrected by sprinkling or aeration, if , necessary. During the placing and spreading, sufficient caution shall be exercised to prevent the :;.n.corporation of subgrade, subbase, or'shoulder material in the base course mixture. �9-3.6 M"IS?iING AND CO1+G'ACTING. After spreading, the crusre"", uggregate -shall be tho-lou&hly compacted by rolling. The rolling shall progress gradually from the sides to the center of the lane under construction, or from one side toward previously placed material by lapping uniformly each preceding rear -wheel track'by one-half the width of such track. Rolling shall continae until the entire area of the course has been rolled by the rear wheels. The rolling shall continue until the stone is thoroughly set, the interstices of the material reduced to a minimum, and until creeping of the stone ahead of the roller is no longer visible. Rolling shall cor.t.inue until the*base material has been compacted to not less than 100;16 density, as determined by the compaction -control tests specified in'FAA T-611. Blading and rolling shall be done alternately, a: required or directed, to obtain smo6th, ever.., and uniformly compacted base. The course shall not be rolled when the underlying course is soft or yielding or when the -rolling causes undulation in the base course. When the rolling develops irregularities that exceed 3/8 inch urhen tested with a 16 -foot straightedge, the irregular surface shad be loosened, refilled with the • kind of malarial as that used in constructing the course, and rolled again as required. Page 7 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) 83 " CRUSFIED AGGREGATE BASE COURSE In areas inaccessible to rollers, the base course material shall be tamped thoroughly with mechanical tampers. The sprinkling during rolling, if necessary, shall be in.the amount and by equipment approved by the engineer. 209-3.7 SURFACE TEST. After the course has been completely compacted, the surface shall be tested for smoothness and accuracy of grade and crown. Any portion lacking the required smoothness or failing in accuracy of grade or crown shall be scarified, reshaped, recompacted, and otherwise manipulated as the engineer may direct until the required smoothness and accuracy are obtained. --The finished surface shall not vary more than 3/8 inch from a .16Afoot straightedge when applied to the surface parallel with, and at right angles to, the centerline. 209-3.8 THICKNESS. The thickness of the base course shall be determined by depth tests or _ores taken at intervals in such a manner that each test shall represent no more than 300 square yards. When the base deficiency is more than 2 inch, the contractor shall correct such areas by scarifying, adding satisfactory base mixture, rolling, sprinkling, reshaping, and finishing in accordance with t1nese specifications. The contractor small replace, at his expense, the base material where borings have been taken ' for test purposes. T . 209-3.9 PROTECTI0�1. Work on the base course shall not be accomplished e during freezing temperatures nor when the subgrade is wet. When the aggregates contain frozen materials or when the underlying course is frozen, the construction shall be stopped. Hauling equipment inay be routea over completed pertions.of the base course, �. provided no damage results and provided that such equipment is' routed over the full width of the base course to avoid rutting or uneven compaction. However, the engineer in charge shall have full and specific authority to stop'all hauling over completed or partially completed base course when, in his opinion, such hauling is causing damage. Any damage resulting to the base course from routing equipment over the base course shall be repaired by the contractor at his own expense. Page 8 of.26 mew �« •MO.r4 M/r•+i••r�.v .. �.....Mf w•.q .•••. ... •p. ..-... .�.. r•/. M..:. ••1••..•p •F•• • Mwt • •�•.•�r•••.♦ i.01 N. •.. . MK '``1 •�. ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) • I CRUSHED AGGREGATE BASE COURSE 209-3.10 MAINTENANCE. Following the completion of the base course, the con- tractor shall perform all maintenance work necessary to keep the base course in a condition satisfactory for paving. The base course shall be properly drained at all times. If cleaning is necessary, or if the base coat becomes disturbed, any work or restitution necessary shall be performed at the expense of the contractor. TESTING AND MATERIAL FX WIREMENTS • Testing and short tit:a Materia: and short title AASHO T 96 - Abrasior None AASHO T iO4 - Soundness • AASHO T 11 and T 27 - Gradation AASHO T•8; - Liquid Limit AASHO T 90 - Plastic Limit and Plasticity Index FAA T-611 - Density AASHO T 19 - Unit Weight Page 9 of 26 ITEM 51 F-85 LS - ASPHALT CONCRETE REMOVAL AND REPLACIJI�. , t t pont inued ) Bituminous Surface Course NOTE: The sections dealing with lot sampling, test section, and payment adjustment have been removed; they do not apply to this contract. This item shall consist of a surface course composed of mineral aggregate and bituminous material mixed in a central mixing plant and placed on a prepared course in accordance with these specifications and shall conform to t a lines, grades, thicknesses, and typical cross sections shown on the plans. Each course shall be constructed to the depth, typical section, or elevation required by the plans and shall be rolled, finished, and approved before the placement of the next course. Materials AGGREGATE. Aggregates shall consist of crushed stone, crushed gravel, or crushed slag with or without sand or other inert finely divided mineral aggregate. The portion of materials retained on the i%89sieve shall be known as coarse aggregate, the portion passing the No. 8 sieve and retained on the No. 200 sieve as fine aggregate, and the portion passing the No. 200 sieve as mineral filler. E:� (a) Coarse Aggregate. Coarse aggregate shall consist of sound, tough, durable particles, free from adherent coatings of clay, organic matter, and other deleterious substances. It shall show no more wear than 40 percent when tested in accordance with ASTM C 131, nor shall the sodium sulfate soundness loss exceed 9 percent, or the magnesium soundness loss exceed 12 percent, after five cycles, when tested in accordance with ASTM C 88: Crushed aggregate shall contain at least 75 percent by weight of crushed pieces having two or more fractured faces. The area of each face shall be equal to at least 75 percent of the smallest midsectional area of the piece. When two fractures are contiguous, the angle between planes of fractures shall be at least 30 degrees to count as two fractured faces. The aggregate shall not contain more than 8 percent, by weight, of flat or elongated pieces. A flat particle is one having a ratio of width to thickness greater than five; an elongated particle is one having a ratio of length to width greater than five. Page 10 of 26 ITEM 51F-85EF - ASYtiALT WNCRETE REMOVAL AND REPLACEMENT (Contiuuuu) Slag shall be air-cooled, blast furnace slag, and sL all have a compacted weight of not less than 70 pounds per cubic foot (1.12 Mg/m ) when tested in accordance with ASTM C 29. If slag is used in the bituminous concrete mixture for this contract, the contractor is hereby alerted that the compaction (In -Place Air Voids) levels specified, with their associated pay factors, will be fully enforced. (b) Fine Aggregate. Fine aggregate shall consist of clean, sound, durable, angular particles produced by crushing stone, slag, or gravel. The aggregate particles shall be free from coatings of clay, silt, or other objectionable matter and shall contain no clay balls. The fine aggregate, including any blended filler, shall have a plasticity index of not more than six when tested in accordance with ASTM D 424, and a liquid limit of not more than 25 when tested in accordance with ASTM D 423. If necessary to obtain the gradation of aggregate blend, workability, or to meet the Marshall design criteria, natural sand 'which meets the requirements specified above may be used. The amount of sand to be added will be adjusted to produce mixtures conforming to requirements of this specification. (c) Sampling and Testing. ASTM D 75 shall be used in sampling coarse aggregate and fine aggregate and ASTM C 183 shall be used in sampling mineral filler. The contractor shall furnish documentation to the engineer confirming that all aggregate proposed for use meet the requirements specified herein. When deemed necessary by the engineer, the contractor shall furnish aggregate samples to the engineer for testing by him- to verify compliance with the requirements specified herein. Sampling of the aggregates will be observed and monitored by the engineer. Initial tests by the engineer will be at no expense to the contractor. Costs for testing additional sources shall be born by the Contractor. No aggregate shall be used in the production of mixtures without prior approval. (d) Samples of Aggregates. At the time samples are taken by the Contractor to ddevelcp the jcb = fonmula (See JM MIX EL'RU A) a sinular set of swTAes shall be taken and given to the Engineer. In addition, samples of aggregates shall be furnished by the. Contractor at the start of production and at intervals during production of bituminous mixtures. The intervals and points of sampling will be designated by the Engineer. The samples will be the basis of approval of specific lots of aggregates from the standpoint of the quality requirements of this section. FILLER. If filler, in addition to that naturally present in the aggregate, is necessary, it shall meet the requirements of ASTM D 242. Limestone filler is preferred. Page 11 of 26 [TCM 51 F-85EF - ASPHALT CONCRETE REMOVAL AND REPLAUMEN'r 0 DTTUMRICUS MA`I'CRIAL. The type, grade, controlling specifications and mixing temperature For the bituminous material is as follows: ' Type and Grade - Asphalt cement AC -20 Specification - AASHTO M2261 Table 2 Plant Mixing Temperature - AC -20 265 to 3250F Mixing should be done at as low a temperature as practical to obtain complete coating of asphalt on the aggregate particles and to provide a mixture that conforms to design criteria shown in Table 1. However, minimum temperature shall assure a field laydown temperature of not less than 2500F. The Contractor shall furnish vendor's certified test reports for each carload or lot of bitumen shipped to the project. The report shall be delivered to the Engineer before permission is granted for use of the material. The furnishing of the vendor's certified test report for the bituminous material shall be the basis for final acceptance. The • Ccntractor shall also furnish one gallon of the bituminous material proposed for.:.se to the Engineer in conjunction with JMF aggregate samples, and one quart samples of the material from f.ach carload or lot of bitumen shipped to the project. The sampling shall be done under the supervision of the engineer. Composi tion COMPOSITION OF MIXTURE. The bituminous plant mix shall be composed of a mixture of aggregate, filler if required, and bituminous material. The several aggregate fractions shall be sized, well graded, and combined in such proportions that the resulting mixture meets the grading requirements of the job mix formula which in turn results in a mixture which meets the design requirements contained in Table 1. JOB MIX FORMULA (JMF). No bituminous mixture for payment shall be manufactured until a JMF has been approved by the Engineer for each plant. The JMF shall be submitted in writing by the Contractor to the Engineer at least 15 days prior to the start of planned paving operations. The formula which is to be developed by the Contractor's laboratory will indicate the definite percentage of each sieve fraction of aggregate, the percentage of bitumen, and the temperature of the completed mixture Page 12 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) %v' ,,n discharg^d from the mixer. All test data used to develop the JMF• shall also be submitted. The JMF for each mixture shall be in effect until any proposed modification i, approved in writing by the Engineer. Should a change in sources of materials be mlcir or a revision to the approved JIMF be- proposed a new JMF shall be established by thre Contractor and approved by the Engineer before production of the material for payment. The name of the laboratory or -.plant technician proposed to be used by the Contractor, an accompanying certification that it or he is capable of performing all the tests required by- this item and a listing of the, equipment- they have available shall be submitted to the Engineer for approval. The bituminous mixture shall be designed using procedures contained in Section 2 of thie Eastern Region Laboratory Procedures Manual (ERLP:%i) and shall meet the requirements of Table 1. The _tolerances shown in Table 1 are based -)n a production process whichhas a material variability with the following standard deviations: stability - 279 flow - 1.8 voids total mix - 0.6% If the.contractor can submit historical evidence that his process control results in loNver standard deviations, the requirements of Table 1 will, -at -the discretion of the engineer. be adjusted in accordance with. procedures in the ERLPM. For batch plants the J\iF shall be developed using hot bin samples of the proposed aggregate blend. Fcr drum mix plants, see specific procedures in the ERLPM. The mineral aggregate shall be of such size that the percentage composition by weight. as determined by laboratory screens, will conform to the gradation specified in Table 2 when tested in accordance with ASTM Standard C 136 (dry sieve only). The percentage by weight for the bituminous material shall be within the limits specified. Page 13 of 26 i ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) 89 ' TABLE 1. MARSHALL DESIGN CRITERIA Pavements designed for aircraft gross weights Test Property less than 60,000 lbs. and tire pressures less than 100 psi (Light Pavements) Number of Blows 50 Stability, minimum Pounds 1550 Flow, 0.01 in. 10-16 Air Voids, percent- 1.8-4.2 ' - Voids filled with bitumen, ! percent- 77-88 _ TABLE 2. AGGREGATE -BITUMINOUS SURFACE COURSE Pavements designed to accommodate aircraft with gross weights less that 60,006 pounds (27,000 kg), or with tire pressures less than 100 psi (690, kPa). _ Sieve Designation Percent by Weight Passing Sieves /2" Maximum • 1" 100 90-100 1/4' 66-93 48-82 , No. 20 28-60 _ No. 40 ' 20-50 i No. 80 10-30 Nc . 200 4-9 Bitumer percent: Stone or gravel 5.5-8.0 Slag ` _ 7.0-10.0 j Page 14 of 26 • _ it •. i NOTE: Alternate State Department of Transportation or Public Works bituminous concrete mixtures which meet the Marshall mix criteria may be substituted upon written approval of the Engineer. -Lir.r� �lr=ager-- ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) r1 v The gradations in Table 2 represent the limits which shall determine the suitability of blended aggregate for use from the sources of supply. The agfTregate, as finall , selected, shall have a graduation within the limits designated in Table 2 and shall not vary from the fow limit on one sieve to the high limit on the adjacent sive. or versa, but shall be well graded from coarse to fine. Table 2 is based on aggrega'.cs Cf uniform specific gravity, and the percentages passing the various sieves must F� appropriately corrected, when the specific gravities of the individual aggregates differ by 0.20 or more. See the Asphalt Institute's Manual series No. 2 (MS -2), Appendix A, par. A.09. The production tolerances shown in Table 3 shall be applied to the job mix formula to establish a job control grading band. The full tolerances still will apply if applicaticn of the production tolerances results in a job control grading band outside the master grading band. TABLE 3. PRODUCTION QUALITY CONTROL TOLERANCES (Based on a Single Test) Tolerance Material Plus or Acinus Aggregate passing % in. and larger sieves 8 percent Aggregate passing 3/8 in. through 1/8 in. 7 percent Aggregate passing No. 8 through No. 16 6 percent Aggregate passing No. 20 through No. 80 5 percent Aggregate passing Nos. 100 and 200 sieves 3 percent Bitumen 0.50 percent If the index of retained stability of the specimens of composite mixture, as determined by the procedures indicated in Appendix E of the ERLPM, is less, than 75, the aggregates shall be rejected or the asphalt shall be treated with an approved antistripping agent. The amount of antistripping agent added to the asphalt shall be sufficient to produce an index of retained strength of not less than 75. Page 15 of 26 9� ITEM 51F-85F.F - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) Construction Methods WEATHER LIMITATIONS. The bituminous mixture shall not be placed upon a wet surface and the minimum laydown temperature shall be as directed in Table 4. The temperature requirements may be waived, but only when so directed by the Engineer. BITUMINOUS MIXING PLANT. If the supplier is equipped with an automated plant and ora recordation feature, this feature, if functioning, shall be used in the prodduction of bituminous material for the protect. Sufficient storage space shall be provided for each size of aggregate. The storage yard shall be neat and orderly, and the separate stockpiles shall be readily accessible for sampling. (a) Requirements for All Plants. Requirements for batch, continuous mix, and drum dryer plants shall be as specified in ASTM D995. (b) Inspection of Plant. The Engineer or his authorized representative shall have access, at all times, to all parts of the paving plant for checking adequacy of equipment; inspecting operation of the plant; verifying weights, proportions, and character of materials; and checking the temperatures maintained in the preparation of the mixtures.. (e) Plant Testing Laboratory. At each plant site there shall be provided a testing laboratory for joint use of the producer's quality control and acceptance testing functions, and the Engineer or his representative, during periods of mix production, sampling, a:.d testing, and whenever materials subject to the provisions of these specifications are being supplied or tested. The Engineer will always have priority in the use of this equipment. Page 16 of 26• LLLM SIF-iS�C-E� ASYt1ALT TUUNUMSM KVr1VVAL :IVU--itCrL1%ULMr 4I kuunLinueQJ----- ---- {f y- --- +ti The bituminous 'plant testing laboratory shall have a floor area of not less than 150. square feet, with a ceiling height of not less than 7% feet. The laboratory shall be weather -tight, sufficiently heated in cold weather, air-conditioned in hot weather to maintain temperatures for testing purposes, of -70 plus or minus 5 degrees F. It shall be so located on the asphalt plant site as to provide an unobstructed view from one of its windows, of the trucks as they are loaded with the plant mixed materials. The bituminous plant testing laboratory shall have: (1) Adequate artificial lighting. (2) Electrical outlets sufficient in number and capacity for operating the required testing equipment and for drying samples. (3) Fire Underwriters' approved extinguishers. (4) • Work benches for testing with dimensions not less than 2-% feet by 10 f eet. (5) A desk or table and at least two chairs. (6) Sanitary facilities convenient to the testing lab. (7) Exhaust fan to outside air, with minimum blade diameter of 12" to adequately handle laboratory dust and fumes. (8) Telephone. (9) File cabinet.. (10) A sink with running water and attached drainboard and drain capable of handling separable material., A-11)• A metal stand to hold sieves used in washing separable material. (12) A 2 -element hot plate oz other comparable heating device, with suitable dial type thermostatic controls to adust the heat, for drying aggregates. (13) Mechanical shaker and appropriate sieves conforming to requirements of current ASTM designation E-11 for determining the gradation of coarse and fine -aggregates in accordance with ASIN C 136 or AASHTO T-27. Page 17 of 26 w J ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) 93 (14) A thermostatically controlled oven --minimum inside dimensions 1 cubic foot. (15) Two volumetric specific gravity flasks for use in determining the hot bin blended sand's specific gravity. (16) Other necessary small hand tools required for proper sampling and testing of materials. RV) Library containing ASTM Volumes 4.03 and 4.04; AASHTO Tests, Part II; contract specifications; ERLPM. Q.8 ) Two insulated containers --five gallons each. Approval of the bituminous plant and testing laboratory by the Engineets will regWre all the above facilities and equipment in good working order, during 211 periods of mix production, sampling, and testing; and whenever materials subject to the provisiohs of these specifications are being supplied or tested. Failure to provide any of the above shall be sufficient cause for disapproving the bituminous plant (operations. CONTRACTOR'S QUALITY CONTROL SYS'T'EM. (a) General. The Contractor shall provide and maintain a quality control system that 'will provide reasonable assurance that all materials and completed construction submitted for acceptance conform to contract requirements whether manufactured or. processed by the Contractor, or procured from sub -contractors or vendors. Although guidelines are established and certain requirements are specified herein, the Contractor shall assume full responsibility for accomplishing the stated purpose. (b) Quality Control Plan. The Contractor shall submit his quality control plan to the Engineer for approval prior to the start of production. The quality control plan shall include as a minimum: (1) The assignment of quality control responsibility to specifically named individuals. (2) Performance of regularly scheduled inspection procedures. (3) Provisions for the prompt implementation of control and corrective measures. Page 18 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL. AND REPLACEMENT (Continued) y (4) Provisions for liaison with the Engineer at all times, and , (5) Performance of necessary quality control tests in accordance with subparagraph (c), below. " (c) Quality Control Testing. The Contractor shall perform any quality control tests necessary to control the production and construction processes. The testing program shall include, but not necessarily be limited to, tests for the control of bitumen content, aggregate gradation, and temperatures. The Contractor shall employ the random sampling procedures contained in the ERLPM, Section 6, for obtaining test samples. (1) Bitumen Content. A minimum of two extraction tests shall be performed daily in accordance with the ERLPM, Section 8, for determination of bitumen content. In lieu thereof, the Contractor may utilize printed tickets for bitumen content control when State approved automated recordated plants are used for production. (2) Gradation. Aggregate gradations shall be determined a minimum of twice daily either from mechanical analyses of extracted aggregate or from mechanical analyses of plant hot bin samples. See ERLPM, Sections 7 and 8. Control charts shall be maintained on the H", 1/8" or No. 8 or No. 4, No. 40 or No. 50, and No. 200 sieves, and the asphalt content of the mix. Each individual test will be plotted. The charts shall contain action limits, and production suspension limits. All charts will be posted in full view and will be accessible to the engineer at all times. (3) Temperatures. At least four times daily, temperatures shall be checked at necessary locations to determine the temperatures of the dryer, the bitumen in the storage tank, the mixture in the trucks at the plant, and the mixture in the spreader at the job site. See ERLPM, Section 9. Any additional testing that the Contractor deems necessary to control the proc.ass may be performed at the Contractor's option. The Engineer may monitor any or all of the above testing. (d) Quality Control Deficiencies. The Contractor shall take prompt action to correct any errors, equipment malfunction, process changes, or other assignable causes which have resulted or could result in submission of materials and completed construction which do not conform to the requirements of the specifications. (e) Documentation. The Contractor shall document his quality control efforts using copies of the sample forms contained in the ERLPM, Appendix C, or equivalent forms. Test results shall be made available to the engineer daily. 1 Page 19 of 26 MM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) 9.5 14 HAULING EQUIPMENT. Trucks used for hauling bituminous mixtures shall have tight, clean, smooth metal beds. To prevent the mixture from adhering to them. the beds shall be lightly coated with a minimum amount of paraffin oil, lime soluticn, nr other approved material. Each truck shall have a suitable cover to protect the mi:tt: from adverse weather. When necessary, so that the mixture will be delivered to the site at the specified temperature, truck bees shall be heated or insulated and covers shall be securely fastened. BITUMINOUS PAVERS. Bituminous pavers shall be self-contained, power -propelled units with an activated screed, heated if necessary, and shall be capable of spreading and finishing courses of bituminous plant mix material which % ill meet the specified thickness, smoothness, and grade. Pavers used for shoulders and • similar construction shall be capable of spreading and finishing courses of bituminous plant mix material in widths shown on the plans. . The paver shall have a receiving hopper of sufficient capacity to permit a uniform spreading operation. The hopper shall be equipped with a distribution system to place the mixture uniformly in front of the screed. The screed shall effectively produce a finished surface of the required evenness and texture without -tearing,, shwving, 'or gouging the mixture. Y The paver shall be capable of operating at forward speeds consistent with satisfactory laying of the mixture. If an automatic grade control device is used, the paver shall be equipped with a control system capable of automatically maintaining the screed elevation as specified herein. The control system shall be automatically actuated from. either a reference line or surface through a system of mechanical sensors or sensor -directed mechanisms or devices which will maintain the paver screed at a predetermined transverse slope and at the proper elevation to obtain the required surface. The controls shall be capable of working in conjunction with any of the following attachments: - (a) Ski -type device of not less than 50 feet (9.14 m) in length or as directed by the Engineer. (b) Taut stringline set to grade (c) Short ski or shoe Page 20 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) ROLLERS. Rollers may be of the vibratory, steel wheel, c- pneumatic -tired type. They shall be in good condition, capable of reversing without backlash, and operating at slow speeds to avoid displacement of the bituminous mixture. The number, type, and weight of rollers shall be sufficient to compact the mixture to the required air voids without detrimentally affecting the compacted material. PREPARATION OF BITUMINOUS MATERIAL. The bituminous material shall be heated to the specified temperature in a manner that will avoid local overheating and provide a continuous supply of the bituminous matQrial to the mixer at a uniform temperature. The temperature of the bituminous material delivered to the mixer shall be sufficient to provide a suitable viscosity for adequate coating of the aggregate particles, but shall not exceed the applicable maximum temperature set forth in Section on BITUMINOUS MATERIAL. PREPARATION OF MINERAL AGGREGATE. The aggregate for the mixture shall be dried and heatedto the temperature required by the job mix formula within the job mix tolerance specified. The maximum temperature and rate of heating shall be such that no permanent damage occurs to the aggregates. Particular care shall be taken that aggregates high in. calcium or magnesium content are not damaged by overheating. The temperature shall not be lower than is required to obtain complete coating and uniform distribution on the aggregate particles and to provide a mixture of satisfactory workability. PREPARATION OF BITUMINOUS MIXTURE. The aggregates and the bituminous material shall be measured and introduced into the mixer in the amount specified by the job mix formula. The combined materials shall be mixed until a complete and uniform coating of the particles and a thorough distribution of the bituminous material throughout the aggregate are secured. TR.'aNSPORTING, SPREADING AND FINISHING. The mixture shall be transported from the mixin plant to the point of use in vehicles conforming to the requicements of Section on HAULING EQUIPMENT. Deliveries shall be scheduled sc that spreading and rolling of all mixture preparad for one day's run can be completed during daylight, unless adequate artificial lighting is pcovi•led. Where artificial lighting is pcoposed the contractor shall submit his lignting plan to the engineer foc ruvi-aw and approval prior to its use. Hauling.over freshly placed material shall not be permitted until the material has been compacted, as specified, and allowed to cool to atinospharic tempecature. Page 21 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) 97 Immediately before placing the bituminous mixture, the underlying course shall be cleared of all loose or deleterious material with power blowers, power brooms, or hand brooms as directed. The mix shall be placed at a temperature of not less than Z50OF (1Z1oC). TABLE 4 MINIMUM LAYDOWN TEMPERATURE (DEGREES F) PAVEMENT THICKNESS (INCHES) Base Temp. 1/2" 3/4" 1" 1-1/Z" Z" 3" and Greater +3Z-40 (1) (1) (1) 305 295 280 +40-50 (1) (1) 310 300 Z85 Z75 +50-60 (1) 310 300 295 280 Z70 +60-70 310 300 290 285 275 265 +70-80 300 Z90 285 280 Z70 265 +80-90 290 280 275 Z70 265 Z60 +90 280 Z75 270 265 260 Z55 NOTE 1 - No Paving Permitted Prior, to the daily placement of bituminous material, the contractor shall prepare a daily laydown plan for approval by the Engineer. The laydown plan shall include at -least (1) location of work (via a sketch), (Z) laydowi, temperature. Upon arrival, the mixture shall be spread to the full width by an approved bituminous pavers). It shall be struck off in a uniform layer of such depth that when the work is completed, it shall have the required thickness and shall conform to the grade and contour indicated. The speed of the paver shall be regulated to eliminate pulling and tearing of the bituminous mat. The mixture shall be placed in consecutive adjacent strips having a minimum width of 10 feet (3 m), except where edge lanes require strips less than 10 feet to complete the area. The longitudinal joint in one layer shall be offset from that in the layer immediately below by at least 1 foot (30 cm); however, the joint in the top layer shall be at the centerline of the pavement. Transverse joints in one layer shall be offset by at least Z feet -(60 cm) from transverse joints in the previous layer. Transverse joints in adjacent lanes shall be offset a minimum of 10 feet (3 m). On areas where irregularities or unavoidable obstacles make the use of mechanical • spreading and finishing equipment impractical, the mixture may be spread, raked and luted by hand tools. Page 22 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) n Q COMPACTION OF MIXTURE. After spreading, the mixture shall be thoroughly and uniformly compacted with power rollers. Rolling of the mixture shall bei n as soon after spreading as it will bear the roller without undue displacement or hair checking. The speed of the roller shall at all times be sufficiently slow to avoid displacement of the hot mixture. Any displacement occurring as a result of reversing the direction of the roller, or from any other cause, shall be corrected at once. Sufficient rollers shall be furnished to handle the output of the plant. Rolling shall continue until all roller marks are eliminated, the surface is of uniform texture and true to grade and cross section. To prevent adhesion of the mixture to the roller, the wheels sh,.11 be kept properly moistened, but excessive water will not be permitted.. A small amount of detergent or water soluble oil may be permitted in the water used. 0 In areas not accessible to the ,:filler, the mixture shall be thoroughly compacted by equipment approved by the En&ineer. Any mixture which becomes loose and broken, mixed with dirt, or in any way defective, shall- be removed and replaced with fresh hot mixture and immediately compacted to conform to the surrounding area. This work shall be done at the Contractor's expense. Skin patching shall not be allowed. JOINTS. The Contractor shall develop a paving laydown plan which will minimize the number of cold joints in the pavement. The plan must be approved by the Engineer prior to the start of production paving. The formation of all joints shall be made in such a manner as to ensure a continuous bond between old and new sections of the course. All joints -shall present the same texture and smoothness as other sections of the course. " The roller shall not pass over the unprotected end of the freshly laid mixture except when necessary to form a transverse joint. When necessary to form a transverse joint, it shall be made by means of placing a bulkhead or by tapering the course, in which case the .edge shall be cut back to its full depth and width on a straight line to expose a vertical face. In both methods all contact surfaces shall be given a tack coat of bituminous material before placing any fresh mixture against the joint. Longitudinal joints which are irregular, damaged or otherwise defective, shall be cut back to expose a clean, sound surface for the full depth of the course. All contact surfaces of cold joints shall be given a tack coat of bituminous material prior to placing any fresh mixture against the joint. The joint shall be placed so that it will not coincide with that in the base, binder or existing surface course by at least one feet. SHAPING EDGES. While the surface is being compacted and finished, the Contractor shall carefully trim the outside edges of the pavement to the proper alignment. Edges so formed shall be beveled while still hot with the back of a rake or a smoothing iron to provide a neat, smooth and straight edge. Page 23 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) 9 f1 ACCEPTANCE SAMPLING AND TESTING OF PLANT -PRODUCED BITUMINOUS ;.t I::TU1!E A1,1D F11 -1 -LD PLACED `.1ATER.IAL. (a) Plant -Produced 'Material. The plant -produced mixture shall be tested on a lot basis. A lot will consist ot: (1) one day's production not to exceed 2,000 tons, or (2) a half day's production where a day's production is expected to consist of between 2,000 and 4,000 tons, or (3) similar subdivisions for tonnages over 4,000 tons. Each lot will consist of 4 equal subdivisions (sublots). One set of Marshall tests will be made by the Engineer for each sublot. Each set of Marshall tests shall consist of the average of three test -portions prepared from the same sample increment. Sampling of material will be accomplished by the Engineer on a random basis as • indicated in the ERLPM, Section 6. The sampling method and subsequent testing of t e sampled material will be accomplished by the Engineer in accordance with the • procedures indicated in the ERLPM, Sections 3. (b) Field Placed Material. Material placed in the field shall be tested for mat in-place air voids on a lot basis. The lot size shall be the same as indicated in t'.re preceding paragraph (a). To determine mat :n -place air voids, each lot will be subdivided into 4 equal sublots. In-place air voids shall be determined by means of cored samples. Sampling locations will be determined by the Engineer on a random basis as indicated in the ERLPM, Section 6. Cores shall be taken by the Contractor in the presence of the engineer in accordance with the requirements Section on SAMPLING PAVEMENT. Coring procedures and testing procedures will be in accordance with the ERLPM, Section 10. Where more than one plant is simultaneously producing material for the job the above lot sizes shall apply for each plant. (e) Partial Lots - Plant Produced Material: When operational conditions cause a lot to be terminated before the specified number of tests have been made for the let, the following procedures will be used to adjust the lot size and the number of tests for the lot. Page 24 of 26 ITEM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) The last batch produced where production is unexpectedly halted shall be sampled and 100 its properties shall be considered as representative of the particular sublot from which it was taken. Where three sublots are produced, they shall constitute a lot. Where one or two sublots are produced, they shall be incorporated into the next lot and the total number of sublots shall be used in the acceptance plan calculation, i.e., n=5 or n=6 for example. (d) Partial Lots - Field Placed Material: The lot size for field placed material shall correspond to that of the plant material, except that in all cases four (4) cored samples shall be obtained, i.e., n=4. SAMPLING PAVEMENT. Core samples for determination of in-place air voids of completed pavements shall be obtained by the Contractor at no extra cost. The size, number, and locations of the samples will be as directed by the Engineer. Samples shall be taken in accordance with the procedures indicated in the ERLPM, Section 6. The Contractor shall furnish all tools, labor and Materials for cutting samples and replacing pavement. SURFACE TESTS. The Contractor shall furnish a 16 -foot straightedge (aluminum) with a handle for surface tests for use by the engineer and the contractor. Tests for conformity with the specified crown and grade shall be made by the Contractor immediately after initial compaction. Any variation shall be corrected by the removal or addition of materials and by recompaction. The finished surface shall not vary more than Y4 inch (6.35 mm) for the surface course when tested with. a 16 -foot (4.8 m) straight edge and applied parallel with, or at right angles to, the centerline. The finished surfaces shall not vary from the gradeline elevation and cross-sections shown on the contract drawings by more than ii -inch. Procedures for corrective measures shall be approved by the engineer. Page 25 of 26 s ITFIM 51F-85EF - ASPHALT CONCRETE REMOVAL AND REPLACEMENT (Continued) 3. METHOD OF MEASUREMENT. The quantity to be paid for under this item shall be the number of square yards of bituminous pavement replaced as shown on the plans or where directed by the.Engineer. 4. BASIS OF PAYMENT. The unit price bid per square yard shall include the cost of furnishing all labor, materials, and equipment necessary to saw cut the existing pavement; excavate and dispose of existing material; construct a crushed aggregate base course; and construct a bituminous concrete pave- ment. Page 26 of 26 101 102 ITEM 55S—FAA — EMULSIFIED ASPHALT SLURRY SEAL SURFACE TREATMENT 1. DESCRIPTION 1. 1 THIS ITEM SHALL CCN3 I ST OF A MIXTURE OF EMl,2LS I F ' ED ASPHALT, MITI%;ERAL A GRI;GATE, AISE> WATER; PROPERLY PRCRI''RTICA IED, MIXED. AID �.PREAD EVENLY ON A U'NDERLY'ING CC`JF..E O;R EXISTING WrARING COURSE IN ACCO DaNCi= WITH THESE SF'ECIF_Cr;T IOISS AND SHALL CONFORM TO THE DIViENSIONS SHOWN ON THE PLANS OR As DIRECTED BY THE ENG I (NICE R . 2. MATERIALS. 2.1 AGGREGATE. THE AGGREGATE SHALL COt•ISIST OF SOLt•'D AND DURABLE NATLRi:;L OR t•1r,NUFACTURED SH -J,11). SLAG, CI:U SHES F I t•- ES , C: tUS; JED STON , OR C;":JSHED STOKE At•4D ROCI-: DUST, GR A COI`;B I N IAT I O: ITEM 55S -FAA - EMULSIFIED ASPIiALT SLURRY SEAL SURFACE TREATMENT TAPLFi__GRAQ;;'f*1F) t OF_Aut: R!--GATE-:3 ------------------------------------------------------------------------- SIEVE SIZE -------------------------- 3/9" (9.5 mm) N0.4 (4.75 mm) N0. c; ('. 36 mm) NO . I G "(I. 18n, (TO N7.30 (6-10 micro m) NO.5o (300 micro m) NO.100 (150 micro m) NO. 200 (75 micro m) ------------------ RESIDUAL ASPHALT CONTENT PERCENT DRY PGG:ELATE ----------------------------- PG'u;!D:. '07 f`t��G,':E:1-r TE PCt SOUPIRE YAPID KILOGRAMS CF AGGREGATE ' PER SQUfirE METER ------------------------ PERCENTAGE ^Y 'WEIGHT PASSING SIEVES TYPE I I I ------------ 100 70 -- 9,._-) 45 - %U 28 - 5U 19 - •34 12 - 2''.5 7• - 18 5 - ------------------------------------- 15 6.5i — 12 15 •- 20 s.i -10.0 THE TYPE III GRADATION IS USED TO Ci •RRECT SURFACE COND I T I O..:S AND PROVIDE SEC I F) RESISTANCE. THE AGGREGAII-E , AS F I (•TALLY SELECTED, .SHALL HAVE A GRADATION WITHIN THE LIMITS DESIGNATED IN. TABLE 1, F, 4D SHOULD NOT 4;ARY FROH TPE LOW LIMIT ON ONE SIEVE TO THE 14IGH LIM1 !' ON THE ADJACE114T SIEVE AND VICE VERSA. PRECAUTIONS SIIALL SE TAKEN TO PREVL; dT SEGREGATION OF THE AGGI;EGATE IN STORING' 6 HANDLING. THE STOCK::=•ILE: SHALL EcE (:EPT IN AREoG THAT DRAIN REODILY. 2.2 FILLER." IF FILLER, IN ADDIT-ON TO TFNATURALLY F'R-Elif-rNT I N THE AEG (3CRATE, IS NECE 3ARAY . IT '.)HALL HEET 11,11* fit='�!U l l:f:t „fJ'.'S OF ASTM D--' ;L` AND .rte! HALL VE U:iED IN THE M iN ihiUt4 A"E ;UUi�! i'`:i (�tC:UI �'�f:::�. MINERAL FILLER 13HALL ONLY FSE L!ai:D I - N(a_DLD TO I 1,11' 'ROVE THE 410(ik:A}.{ I L 1 TY OF THE M: X 0!1k* TO 11 -11 -ROVE Til(- GRr"'&o,r i aN OF T111= E. THE F I L.LCI: SHALL IL: CONS I Dt: RCD AS PART OF Till: DLE_"NDED ;EGATC.' a Page 2 of 7 ITEM 55S -FAA - EMULSIFIED ASPHALT SLURRY SEAL SURFACE TREATMENT 2..`; EMUL_'I F I =D A_S_FTIALT. THE EMULSIFIED ASPHALT SHALL COtJFORM TO THE REQUIREMENTS OF ASTM D-2.97 FOR TYPE CSS -1, OR CSS -11-1 EMULSION OR ASTM D-cl'77 FOR TYPE SS -1 OR SS -1'H. 2. 4 WATER. ALL WATER USED IN J MAR-" I N,G TP17 SLURRY SHALL TE POTABLE AND FREE FRO:1 HFRlMFUL SOLUDLE S 3LTS. 10.4 2. 5 TAC;-: _C_OAT_ . THE TACE: COAT SH:=ILL BE DILUTED ASPHALT E!`"IULS I G"1' OF THE SAMETYPESPECIFIED FOR THE SLURRY MIX. THE RATIO OF- ASPHALT FASP!' ALT EMULSION TO WIATER SHALL BE I TO CONSTRUCTION METHODS. 3.1 WEATHER LIMITATIONS. THE SLURRY SEAL SHALL NOT BE FPPLIED IF EITHER THE PAVEMENT OR THE AIR TEMPERATURE ATS 55 DEGREES F. (13 DEGREES C. ) OR BELOW OF; WHEN RA IN IS IMMINENT. 3.2 EQUIF_ilE_NT__AND __TOOLS. ALL EQUIPMENT. TOCLS. AND MACHINES USED IN THE ERFORINANCE OF TH I S WORt:: SHALL BE MAI NTA I F,•.ED IN SAT I SFACTOR`; WDRk: I I;G CF:DEF; AT ALL T I R ;ES . DESCF' i F' i I'JE I h•1I ❑F. tY 1T 10 ;�! ON THE SLURRY IM I X I NG AND APPLY I N!G EQUIPMENT TO '3E USED SPALL r E f'!11` ,"TTTr'D Tr• TI.1r- r'h41G-ro ;—Ef--• 1-r+r. "... .. .C' h2-7 • 1_r'.- '�'1 '," -C ..•�_ i L.! 1 } i 1p� i_144 x:111 •iG-11 ! Ji', f : lr /i -i -L f •1 �_�{�+G� 1 ]h .. 13LI_URE WUF, J R HR IS (a) PRESSURE DISTRIBUTORS. FRESSURE DIST ' I EUTORS US D FOR APPLICATION 7F THE D I LI..iTED ASPHALT E-ULS I ON TAC[ COr' ,T SHALL SELF- PRC PELl..ED. ECU T PP: --D WI': -,-H FT-417UlMA S I C TIRES, ANID CAc ABLE 0. - UNIFORMLY AFPLYING 0.05 TO 0.15 GALLr 1 -`JS PER c—:0UAF.E YARD (0. TO 0.68 LITER PER SC'UABE METER) OF THE ^ I LUTED E:,IULS i CE`, OVER TPf REGUIREJ WIDTH OF Ai='F'LICATION. DISTIF:UTCRS SHA_L BEE CUIF'I ED W I TH TACHOME-1 ERS, PRESSURE GAUGES , Atll) VOLUME-MEASUF; I NG DEV I ; Es. (b) S_LU_R_R_Y__M_IXIN_G_ EQU_IPIME_N_T_. THE SLURRY -MIXING MACHINE SHALL BE A CONTINIUDUS-FLOW MIXI!•JG U11,1"T CAPABLE OF ACCURATELY DELIVERING A PREDETERM i NED PROPORT I OFA OF AGGREGATE WATER, :1ND ASPHALT EMULSION TO THE MIXING CHAMBFE!"{ AND OF D I SCF HARD I NIG THF THOROUGHLY MIXED PRODUCT ON A CONTINUOUS BASIS. THE AGGREGATE SHALL BE F REWETTED IMMEDIATELY PRIOR TO MIXING WITH THE EMUL': I ON . THE MIXING L N I T OF THE MIXING CHAMDER SHALL BE CAPABLE OF THOROUGHLY BLENDING ALL INGREDIENTS TO'SETHER. NO EXCESSIVE :•IIXING SHALL BE PEF.M I TTED. THE h1 I X I,,lG MACHINE SHALL BE EQUIPPED W I'm AN APPROVED FII -ES FEEDER THAT PROVIDES AN ACCURATE METERING 1)E4.CE OR METHOD TO INTRODUCE A PREDETERN I NED PROPORT I GId OF MINERAL F I . _LEF. INTO THE M I ER AT THE SAME TIME AND �. OCAT I OH THF1T THE AGGREC-4 JE IS FED INTO THE MIXER. THE FINES FEEDER% SHALL BE USED WHENEVER ADDED . MINERAL FILL.ER IS FART OF THE "GGREGATE BLEND. THE M I X I PRIG NACI-I I NF SHALL BE EQUIPPED WITH A WATER PRESSURE SYSTEM AND FOG -TYPE SPRAY RAR ADCQUATE FOR COMPLETE FOGGINS OF THE SURFACE W I TH AN A1='PL I CAT I ON OF 0. 05 70 0. 10 GALLON. PER SQUAR:�. YARD (0.23 TO 0.45 LITER' PER -I7 METER) PRECEDING THE SPREAD I NIG EUUIF'MENT. (Page.3 of 7) aU "FiI.JEiJT MACHINI= I'QRAGF:: CAPC;C:IT;l' TO MIX PROF'EF:LY AND F'PI'LY A 105 ITEM 55S—FAA — EMULSIFIED ASPHALT SLURRY SEAL SURFACE TREATMENT M 1,14 T I`1l JM OF 5 TO,` -4S (4 500 kq) OF THE SLUT= FZY c ---H 'LL BE PROVIDED. PR:QF'JRT I ON I HG DEVICES SHALL BE CALIBRATED PRIOR TO PLAC I °,;G TH` SLUIRRY SEAL. (c > S_LURFl Y S_ PREAD I ; 'G ECU I PMENT . ' ATTACHED TO THE MIXING MACHINE SHALL BE A 111ECF-''ANI CAL—TYPE 0_1QUEECEE D I STS: E:UTOR EQUIPPED WITH I= L`X I DLE EATER I AL IN CONTE CT W I TH THE SEE Ul1 \FACE TO P 'EVEF4T LOSS OF SLURRY FROM THE D I STR I BUTC R. IT' Si ;ALL BE hfA I hdTA I t-1 E) TO F'F:EVE"!T LOSS OF SLU :tY ON VAFCYING GRADES AND CROWN' B:Y ADJ'•JST 1EiJTS TO ASSURE U1,14IFO ;;"i SPREAD. THERE SHIA"LL BE A L^TERAI C"NTRUL "EVICE AND A FLEX I CELE STR I KE—OFF CAPAE{LE OF BEING i=:DJUSTE TO LAY TI iE SLU :riY AT THE SPECIFIED RATE OF APF'L i CF:T I C,hd. THE S^F ZADER E -OX SHALL HAVE AN A—DJUSTABLE W I DTH. THE DOX SHALL BE KEPT CLEAN!. AND BUILT—UF' ASPHALT AND AGGREGATE ON THE BOX SHALL NOT BE PERMITTED. THE USE OF BURLAP DRAGS OR OTHER DRAGS SHALL IDE APPROVED BY THE EING I NEER. (d) —ROLLER. THE ROLLER SHAE L BE A PIN'EUMAT I C—T I RED ROLLER CAPABLE OF EXERTING A CONTACT PRESS!_�RE DUF:ING ROLLING OF .50 POUNDS PER SOUAF:E INCH (Z50 C),, --)O NEWTONS PER SQUt=,F:E . SETER') . (.a nl' V T L I nF,V C,11 1 T ONICh1T. n7HER TIl O! C OR ECIU T FT+,Eh.iT LJCH CS'= TWN,-�. TFRiiLK�, +dH1Gl% D I STR I BUT1=::5 , AND FLUSHIERS . POWER Bl .OWERS, BAA- =, I CADES , ETC. , SHALL DE PRO`,.'IDEZI AS REDUIF.ED. 3'.3 CLEP .y I NG EXISTING SURFACE. F'1 < I OR TO PLACING THE TACFC -..OAT AND SLURRY SEAL COAT, UNSATISFACTORY . AREAS SHil LL B - REPAIRED AND THE SURF► C' SHALL BE CLEANED OF DUS')', D I RT. OR OTHER LGO SE' REI GN MATTER, GRE=ASE. OIL, OR ANY TYPE OF OBJECTIONABLE SURFACE Fi..;l. ANY STANIDA.1r'D CLEANING METHOD WILL BF ACCEPTABLE EXCEPT THAT WATER FLUSHING W'. LL NOT EE PERMITTED IN 4tEAS WHERE CONSIDERABLE CR'Ack"S ARE PRESENT IN THE PAVEMENT SURFACE. ANY PAI NTE_) STRIPES OR MARKERS ON THE SURFACE TO BE TREATED '_.HALL BE REMOVED BEFORE APPLYING THE TACK COAT. WHEN THE SI)RFACE OF THE EXISTING PAVEMENT OR BASE IS I iRREGUL,^-R OR B+ROk::EN , IT SHALL BE REPAIRED OR DROUGHT TO UNIFORM GRADE AND CROSS SECTION A_• DIRECTED BY THE E"G I NEER. THIS WORN: SHALL BE PAID FOR UNDER ITS i2ESPECTIVE ITEM OR ITEMS. SMALL CR(',C:-:S ( LESS THAN 1/9 INCH ('Wm) IN WIDTH) SHALL BE SEALED WITH EMULSIFIED ASPHALT OR DURING Ti :E F'LACING ' OF THE SLURRY. LARGE CRAC:S (1/8 INCH (3mm) AND OV"R IN WIDTH) SHALL DE FILED WITH ASPHALT EMULSION' SLURRY OR A L i G; IT GRADE= OF EMULSIFIED ASPHALT Ml' -.ED WITH FINE SAND. THESE. LARGE CRACKS MAY RELIU I RE M!.1LT I F'LE F('PL I CAT I -NS OF CRACK; F I LLt_R PND APPROPRIATE CURING NG TIMES FETWEEN AP1�L I CAT I ONS BEFORE TI IE EMULSIFIED ASPHALT SLURRY" SEAL SURFACE Tk :ATMI=NT IS PERMITTED TU BF: PLACED; OTHER :v -PROVED COMPATIr+Li_ JOINT OR CRACK SEALERS MAY r{E USED IF APPROVED DY THE ENGINEER. Page 4 of 7 r, ITEM 55S—FAA — EMULSIFIED ASPHALT SLURRY SEAL SURFACE TREATMENT \ —_ OF T`—•.fr-i, F[ -Li,_ ! _ .T T_ -v:! .! r -_ F'c.:=E=r11-ATIL1J F: LI=f I'G;'J CF i INE DIL_L:TE1 JLS,'Q I T*,;V., C D-1 -'s I C7; i(iLL L'E h,tiL E :`'! ; lEAi JS CF FRE= 3U. �E D 15 T R I +U -i C'rt I N A ;DUI i -: T C E;'J 0. Q'7 A: 'D GF:LLCH PER S�?JHit= Yi' FD (i). Ti=t R t" .R >Q:JAJ E INET _R' A`-• DIRECTED BY THE Et�_I'i=EiR THE Ti�'CE C;C-,T SHr"t:_L E:` APPLIED, AT LEAST, 22 HOURS EEFORE THE SLUR;` EE;=:L, ;-:i;T W I TH I N THE- C.i;t c DAY. . v `= CMF'O= I T I ON OF SLURRY MIX. THE P- MOUNT :OF ASPHALT ENU _S. I ON' TO BE BLENDED WITH THF=—AGER=GA-i-E . W I TH I'N THE L I M I TAT I C:'JS OF Till: -LE 1, SHIALL DE A.S DETERMINE D BY THE ElNG I h.EE!�. THE Cut1,TRACTOF. SHALL SL'E:I i' T SAt:PLS=S OF T:-:=—'tiATEIR I CiLS I tlTEND'E"Di FOR USE, AT LEAST, 1 j DAYS PR I O "TO AP PL I CAT I G'N OF THE S-1 1-1I-:RY hi I XTURE. ENOUGH ! Ii ;TER I A' L WILL SE FL'ftNISHED TO PRODUCE NOT LESS THAN :1 i POJt•JD (14 k;4 SLU: {RY h .I l'URE FLDR E! --CH G iADAT I ON TO B'` USED. UF'CI'J n ==? JC 3T . ADD I T I OP A L S h)PLES OF MATER I ALS SHA'_L BE F URN! I SEtED THE Eid I' EER: DURING CONST AND THE AMCUNT OF ASPHALT EMULSIO:d BE SULDJECT 7'0 CHANGE AS DIRECTED BY THE EL'.G I LNEE:R . THE Rr;TE OFF ADPL I CAT I OPJ OF EACH N I ;: TUiZE GRADATION SHFiLL BE AS SPECIFIED :f N POUNDS OF L X'Y AGGREGATE PER SOU;RE `-ARD. ^r-r'Tlri-iC TEST CCf T i'ih SHAL r c / T) R' rl—`! Tr - - r _ '.._. F I, i ; AL_ F'. I_. tCE . F'..I r. THE i Him i Ui i'rr `.JLIJi�:ti Y JtAL IrV!J�ZYti 11V 1 �` I-'::;=:]Ef.i4_H ::•F" 1 riC C! -rte L i4Ci_ i THE AREAS TJ BE TESTED WILL BE EES I _^r�ATED LY THE Eh;U I § ; F: M:I'i. WILL BE LOCATED SN THE EXISTING F AVEMENi . A t �A;:It 1UM OF TL1,REE TES AREAS EACH 3P::TA I N I NG AFF RiO X I hIATELY =.i 1 SQUARE .YARD:S (1: 5 SOUS ='F METEIRS) WILL HE USED TO DETERMINE T iE EXACT PROPO.IRTIOItiS CF tt.=;TE Fi A -JD ASPHALT TO -E:E USED IN THE JOB M' -.'l`. THE TEST SECTIOR:S SI-Ir'.1 L UTILIZE THE. SAME EQUIPMENT AND ME THr)D OF OPERATION As WILL plc USED ON THE FiE.Mf,' N%ER OF THE WGRF THE [:NG I NEER SHALL :rT::E;_F I klAL JOE MIX PROF 'ORT I OP.:O &ASED ON THE n'Ec-ULTS OF THE LABORATORY VF -':OTS AND THE TEST SECTIONS. >.7AP_F_'L_ CATION OF SLURRY SEAL G.7AT. THE SURFACE SHALL B!. PREWET BY F '' ;GG I NG AHE -AD OF THE SLUR: -\Y -\'Y FOX. WAT`R U-ir=D IN PREWETTING f,' -JE SURFACE SHALL DE APPLIED AT SUCH A RATE THAT -HE ENTIRE SURFACE IS Dr+MP WITH NO APPARENT FLOWING WEaTER IN FRONT OF THE SLUR 1' ._'PREADER BOX. THE SLURR.' MIXTURE SHALL BE OF THE DESIRED COP_IS I STENCY WHEN DEPOSITED ON THE- SURFACE. AND NO ADDITIONAL ELEMENTS SHALL BE ADDED. TOTAL TIilE OF MIXING SHtaLL NOT EXCEED S MINUTES. A SUFFICIENT AMOUNT DF SLURRY SHALL DL -" CARRIED IN ALL FARTS OF THE SF'READE-.k BOX AT ALL TIMES SO TI IA !:' COMPLETE-COVEAGE OF ALL SURFACE VCiI RDS AND CRACk:S IS OBTAINED. CARE SHALL .<E TAKEN NOT TO OVERLOAL THE SPREADER BOX WHICH S`.:FILL _ BE TOWE=D AT A SLOW AHD UNIFORM RATE NOT TO EXCEED 5 MILES PE`; HOUR (B kilo, -s per oLr) . NO LLINPIN-Z. BALLIN3, OR UNMIXED AGGREGATE SHIAL,LL DE PERMITTED. NO S:-'GRE:GATIDN OF THE EMULSION AND Page 5 of 7 107 ITEM SSS -FAA - EMULSIFIED ASPHALT SLURRY SEAL SURFACE TREATMENT E;C�^ :Ert;Tr- FIt1ES F1; -M THE CC F:SE 1vC-,r:EGATEE' {KILL BE F'Et-;;'iITTED. I= THE COAR SE AGGREGATE SETTLES TO THE BOTTOM OF THE MIX, TSE S1_URRY WILL BE RE tCV�D F 'QOM THF_ F'AVENE11T SUR ACE. A SUFFICIElwT AilOtJtIT OF SLURRY SHALL DE FED IN THE PDX T O k;EE;=' A FULL SUP'P'LY AGAIPKST THE FULL WIDTH OF THE SQUEEGEE. THE MIXTURE SHELL NOT PE PERMITTED TO OVERFLOW THE FRO`dT S I DE'S OF T} E SPRE"DER 1:QX . NO EXCESSIVE BF;EAF :I t.S OF THE LMULS I G; d :-! i LL DE -LLCWED IN T !E SPREAD--'7-'f-k. BOX. 1\13 STREAKS SUCH AS CAUSED BY OVERSIZED AGGREGATE ,i I LL PE LEFT It-! THE FIN I SHED PAVEMENT. ADJACENT LANES SHALL BE LAPPED AT THE EDGES A MINIMUM OF 4 I NCHES (10) frm) TO PR`VIDE COMPLETE SEALING AT THE OVEP_LAP. ALL EDGES SHALL BE FEATHERED WITH HAND SQUEEGEES. AFTER APPLICATION OF THE SLURRY SEAL, THE SURFACE SHALL DE 8131 LED WITH A PNEUt,+AT I C—T I RED ROLLER: A MINIMUM OF 4 COVERAGES. THE ROLLER SHOULD BE OPERATED AT A TIRE PRESSURE OF 50 POUNDS PE' SQUARE INCH (3,50 000 NEWTONS PER SQUARE NET ER) . THE FRESH SLURRY SEAL APP" I CAT I ON SHALL BE PRO't -_CTED DY P- BFO i. AND .rtq r -:FRS AND PFRMI-, "ET To n4Y FOR 4 TO 24 P-]LiRS. r:FPFIv Oji'-- r,'.! i,v..moi .._.— MI -1"111 ILK` I...t_1111 / 1LIYJ. Iii ��4.Y -ri. 11'-1VL 1 V t_." V'k" JL. tJi \i\,1 WLL.L i•L AT THE CONTRACTOR' S Enr'ENSE. IN AREAS WHI-=RE THE SF1,:AIDER FOX CAt<T!-lT BE USED, THE SLURRY S -!ALL BE APPLIED :'Y MEA^dS OF A HAND SQUEEG__E. ANY JOINTS CR THAT ARE NOT FILL ED BY THE SLURRY MIXTURE SHALL RE FILLED BY USIPa ' t-„ F":D SQUEEGEES. NO EXCESSIVE ESUILDUP OR I._!jSIGPTLY APPEARANCE S; KALI_ BE PERMITTED Oto LONS I TUD I N. -AL OR TRANSVE°-:SE HOLES. DARE SPOTS, Of: CRACK'S THPOUGH WHICH LIQUIDS OR FORE .'. EN MATTER i ;GULD PENETRA ' E TO THE UNDERLY.`.NG FAVEMENIT. THE FINISHESD SURFACE ST ALL PRESEtdT A UN I FORil-1 AND S}::I D RESISTANT TE.XTU RE S.�-T I SFACTDIRY TO THE E"dv I NLER. ALL WASTED (`ND UNUSED MATERIAL AND A'._L EEPRiS SHALL DE REMOVED FROIN THE SITE PR I OR TC FINAL ACCEPTE'v CE . 3.0 EMULS I ON_MATEF IAL_ (COINTR_AC_TOR ' S__ RESPONS I B I L I TY__ )_. SAMF LES OF THC EMULC iOt THAT THE CCNTACTCFRC1U ZTO USE, TLGETHER. WITH A !TATI-VENT AS TO ITS SOURCE, MUST BE SUEMITTED. AND AP 'ROYAL MUST JDE ODTA I NED BEFORE US=ING SUCH MATERIAL. THE CONTRACTOR: SHALL FURNISH THE Ei :G I NEER A MAINUFACTURER ' S CERTIFIED REPORT FOR L=:aCH CONSIGNMENT OF THE EMULSION. THE MANUFACTURER'S CERTIFIED R!-:-PDRT 81HALL NOT S- INTERPRETED AS A Pr)S I S FOP: FINAL OCCEPTAP.CE . AL:_ SUCH REPORTS SHALL BE SUBJECT TO VER I F I CA7 I ON BY TESTING SAMPLES -)F THE EMULG I ON AS RECEIVED FOR USE ON THE r'ROJ ECT. Page 6 of ' 7 ITEM. 55S -FAA - EMULSIFIED ASFIIALT SLURRY SFAL SURFACE TREATIMYNT 108 4. METHOD OF MEASUREMENT. THE QUANTITY TO BE PAID FOR UNDER THIS ITEM SHALL BE THE NUMBER OF SQUARE YARDS OF RUNWAY PAVEMENT TREATED AS SHOWN ON THE PLANS OR WHERE DIRECTED BY THE ENGINEER. 5. BASIS OF PAYMENT THE UNIT PRICE BID PER SQUARE YARD SHALL INCLUDE THE COST OF FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR PREPARING T::E EXISTING RU7, AY PAVEMENT, APPLYING A BITUMINOUS TACK COAT, AND APPLYING AN EMULSIFIED ASPHALT SLURRY SEAL SURFACE TREATMENT. 6. TEST I N�', REQUIREMENTS ASTM C-88 SOUNDNESS OF AGGREGATEr. BY USE OF SODIUM SULFATE: OR MAGNESIUM SULFATE ASTM C-126 SPECIFIC ERAVITY AND AYSORFTION OF FINE AGGFEGAiE ASTM C-131 RESISTANCE TO ABRASION OF SMALL SIZE COURSE AGGrEGATE BY USE OF THE LOS ANGELES MACHINE ASTM C-136 SIEVE OR SCREEN ANALYSIS OF FINE AND COARSE AGGREGATES ASTM D-2419 SAND EQUIVALENT VALUE OF SOILS AND FINE AGGREGATE 7. MATER I - iL REQUIREMENTS THE ASPHAL r TAEALE IV -3 TEMPS-:rNi :TURE-VOLUME CORRECT I ONti FOR INSTITUTE EMULSIFIED ASPHAL I'S MAOUAL MS -6 ASTM D-2;42 MINERAL FILLER, FO{'. BITUMIIOUS PAV1{�G MIXTU-.EG ASTM D-97 7 EMULSIFIED ASPHAL''- Page 7 of 7 Fl`':�f l•1 I)--^'�9't Ca'i? [IN t i. {::1111L'.; J 1= I ;-:1� f i�{='{;11.7 109 ITERS 640VIFAA - WHITE REFLECTORIZED RUNWAY MARKINGS Description This item shall consist of the painting of numbers, markings, and stripes on the surface of runways and taxiways applied in accordance with these specifications and at the locations shown on the plans, or as directed by the engineer. Materials PAINT. The paint shall meet the requirements of Fed. Spec. TT -P-85. The paint may be used with or without reflective media, as specified. REFLECTIVE MEDIA. When reflective paint is specified, this feature will be provided by the addition of glass spheres to the surface of the pigmented binder. The reflective media shall conform to Fed. Spec. TT -B-1325, Type III. Construction Methods WEATHER LIMITATIONS. The painting shall be performed only when the existing surface is dry and clean, when the atmospheric temperature is above 40° F., and when the weather is not excessively wind;, dusty, or foggy. The suitability of the weather will be determined by the engineer. EQUIPMENT. All equipment for the work shall be approved by the engineer and shall include the apparatus necessary to properly clean the existing surface, a mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an approved atomizing spray -type marking machine suitable for application of traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross sections and clear-cut edges without running or spattering and within the limits for straightness set forth herein. When needed, a dispenser shall be furnished which is properly designed for attachment to the mechanical marker and suitable for dispensing the required quantity of reflective media. Page 1 of 4 ITEM 640W4A WHITE RL•'FLECTORIZED RUNWAY MARKINGS Suitable adjustments shall be provided on the sprayer(s) of a single machine or by furnishing additional equipment. for painting the width required. PREPARATION OF EXISTING SURFACE. Icmnediately before application of the paint, the existing surface ,shall be dry and entirely free from dirt-, --- grease," oil"; acids, laitance, or other foreign matter which would reduce the bond between the coat of paint and the pavement. The surface shall be thoroughly cleaned by sweeping and blowing as required to remove all dirt, laitance, and loose materials. Areas which cannot be satisfactorily cleaned by b -rooming and blowing shall be scrubbed as directed with a water solution of trisodium phosphate (10% Na3Po4 by weight) or an approved equal solution._ After scrubbing, --the. solution shall be- rinsed off and the surface dried prior to painting. - - - -- - -- -- - - --- - - - Existing markings. or stripes which are to be abandoned or removed shall be _ obliterated or obscured --by the best methods' suited -for the purpose and to: the • - --: satisfaction of..the engineer.- _ _ LAYOUTS AND ALIGN:SENT. On those sections of pavements where no previously applied figures, markings, or stripes are available to serve as a guide, suitable layouts and lines of proposed stripes shall be spotted in advance of the paint application. Control points shall be spaced at such intervals as will insure accurate location of all markings. The contractor shall provide an experienced technician to supervise the location, alignment, layout, dimensions, and application of the paint.`' y. Single stripes shall be applied wholly on one side of the longitudinal pavement joints. Double or multiple stripes shall be centered over similar joints. "-APPLICATION. Markings shall be applied at the locations and to the dimensions and spacing indicated on the plans or as specified. Paint shall not be applied until the layouts, indicated alignment, and the condition of the existing surface have been approved by the engineer. The paint shall be mixed in accordance with the manufacturer's instructions. before application. The paint shall be thoroughly mixed and applied to the surface of the pavement with - the marking machine at its original consistency without the addition of thinner. If the paint is applied by brush, the surface shall receive two coats; the first coat shall be thoroughly dry before the second coat is applied. Page 2 of 4 ITEM 64ow-FAA - Wlll'ri., REFLECTORIZED RUNWAY MARKINGS �I When reflectorized markings are applied, the reflective media shall be distributed to the surface of the pigmented binder immediately and imbedded at the rate and depth as required to provide adhesion and reflection. In order to open the pavement to traffic, temporary markings at 50% of the specified coverage rate will be applied 24 to 48 hours after the placement of the bituminous surface course or seal coat. These markings will then be repainted at 100% of the specified rate after the surface has had an adequate time to cure (30 days or as specified by the Engineer). For either application, the paint shall not bleed excessively, curl or dis- color when applied. in the application of straight stripes, any deviation in the edges exceeding 1/2 inch in 50 feet shall be obliterated and the marking corrected. The width of the markings shall be as designated within a tolerance of 5%. All painting shall be performed to the satisfaction of the engineer by compentent and experienced equipment operators, laborers, and artisans in a neat and workmanlike manner. Paint shall be applied uniformly by suitable equipment at a rate of not. less than 100 nor more than 110 square feet per gallon. Glass spheres shall be applied at the rate of 10 pounds per gallon of paint. High-intensity granules shall be applied at the rate of 1.7 pounds per gallon of paint. , The contractor shall furnish a certified report on the quality of materials ordered for the work. This report shall not be interpreted as a basis for final acceptance. The engineer shall be notified upon arrival of shipment for inspecting and sampling of the materiels. .When required, all emptied containers shall be returned to the paint material storage or made available for tallying by the engineer. The containers shall not be removed from the airport or destroyed without permission. The contractor shall make an accurate accounting of the paint materials used in the accepted work. PROTECTION. After application of the paint, all markings shall be protected while the paint is drying. The fresh paint shall be protected from injury or damage of any kind. The contractor shall be directly responsible and shall erect or place suitable warning signs, flags or barricades, protective screens, or coverings as required. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, drippings of paint or other materials. Page 3 of 4 J 14 ITEM64OW-FAA -WHITE REFLECTORIZED RUNWAY M-ARKINGS v DEFECTIVE WORKMANSHIP OR ?MATERIAL. When any material not conforming to the requirements of the specifications or plans has been delivered to the project or incorporated in the work or any work performed is of inferior quality, such material or work shall be considered defective and shall be corrected as directed by the engineer, at the expense of the contractor. Method of Measurement The quantity of runway and taxiway numbering and marking as -shown on the plans to be paid for shall be the number of square feet of painting, all performed in accordance with the specifications and accepted by the engineer. Basis of Payment Payment shall be made at the contract unit price per square foot + for painting. This price shall be full compensation fcr furnishing all materials and for all preparation, layout, and application of the materials, and for all labor, equipment, tools, and incidentals necessary to complete the item. No additional payment will .be made for temporary markings. TESTING AND MATERIAL REQUIREMENTS Test and short title Material and short title None !ITT-P-85—Paint Federal Specification 1 TT -B -1325 --Reflective Beads O Page 4 of 4 ITEM 1000 -FAA - BITUMINOUS RESURFACED PAVEMENT PATCH 1. DESCRIPTION. Under this Item the Contractor shall: a) saw cut to a minimum depth of two inches and notch to a minimum width of two inches; b) remove and dispose of any existing pavement within the patch area to accommodate a minimum of one (1) inch of resurfacing in accordance with the General Specifications for "Excavation"; c) prepare and treat the patch area with an emulsified asphalt tack coat conforming to the require- ments of ASTM D-2397 for Type CSS -1 on CSS -1H emulsion or ASTM D-977 for Type SS -1 or SS -1H. The ratio of the asphalt emulsion to water shall be 1 to 3; and d) construct a bituminous concrete pavement patch. The above work shall be performed at locations and in conformance with the required grade, thickness, and cross-section shown on the plans and as directed by the Engineer. 2. MATERIALS AND CONSTRUCTION DETAILS. All materials and construction details shall conform with their respective items as found in the Public Works Specifications adopted November 1968, as amended, the Proposal, and as further described as follows: Cutting Pavement: For description refer to Item No. 51F-85EF, Asphalt Concrete Removal and Replacement, Page No. 2. Bituminous Surface Course: For description refer to Item No. 51F-85EF, Asphalt Concrete Removal and Replacement, Page No. 11 to 26. 3. METHOD OF MEASUREMENT. The quantity to be paid for under this item shall be the number of square yards of bituminous resurfaced pavement patched as shown on the plans or where directed by the Engineer. 4. BASIS OF PAYMENT. The unit price bid per square yard shall include the cost of furnishing all labor, materials, and equipment necessary to saw cut and notch the existing pavment; excavate and dispose of existing material; prepare and treat the area with an emulsified asphalt tack coat; and construct a bituminous concrete pavement patch. 1. NOTICE FOR SOLICITATIONS FOR BIDS 4 A. Required Notices for Contracts Over $10,000 - Areas not Designated by OFCCP . (1) The proposed contract is under and subject to Executive Order 11246 of September Z4, 1965, as amended, and to the equal opportunity clause, and (Z) The bidder (proposer) must supply all the information required by the bid or proposal forms. % , (3) The successful bidder will be required to submit to _. _.._._ Tgwn of Southold_ , (Sponsor) a Certification of Nonsegregated Facilities prior to award of the contract, and to notify prospective subcontractors of the requirement for such a certification where the subcontract exceeds $10,000. Samples of the certifica- tion and the notice to subcontractors appear in the speci f i cation. (See pq. 124of this prgmml.) (4) Each bidder will be required to comply with the affirmative action plan for equal employment opportunity prescribed by the OFCCP, United States Department of Labor, Regulations of the Secretary of Labor (41 CFR 60), or by other designated trades used in the performance of the contract and other nonfederally involved contracts in the area geographically defined in the plan. (5) A bidder must indicate whether he has previously had a contract subject to the equal opportunity clause, whether he has filed all report forms required in such contract, and if not, a compliance report (Standard Fora; (SF) 100) must be submitted with his bid. (See Pg. 140 . of this pial.) (6) Equal Employment Opportunity (EEO) and labor provisions, when applicable, are included in the bidding documents of specifications and are available for Inspection at the Town of Southold (appropriate office). (7) Contractors and subcontractors may satisfy EEO requirements of paragraph Z of the EEO contract clause by stating in all solicitations or advertisements for employees that: "All qualified applicants will receive consideration for employment without regard to race, color, religion, sex, or national origin." or by using a single advertisement. in which appears in clearly distinguished type, the phrase: "an equal opportunity employer." (8) The bidder will not be bound by either Imposed or Hometown Plan, but must comply with the requirements of 41 CFR 60, specifically, the EEO clause, including the requirement that all women will be afforded equal opportunity in all areas of emplo,"ent. However, the employment of women shall not diminish the standards or requirements for the employment cf mincrities. 1. NOTICE FOR SOLICITATIONS FOR BIDS REQUIRED NOTICES FOR CONTRACTS OVER $10,000 The following notice should be included in and be a part of all solicitations for bids on all AIP assisted construction contracts or subcontracts in excess of $10,000 to be performed in the geographical areas designated by the Director, OFCCP. Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246, as amended.) (1) The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. _(2) The goals for minority and female participation, expressed in percentage terms for the contractor's aggregate workforce on all construction work in the covered area, are as follows: Goals for minority -participation Goals for female for each trade participation is Nassau/Suffolk is 5.8% 6.9% Insert goals for each year These goals are applicable to all the contractor's corztruction work (whether or not it is Federrl or Federally -assisted) performed in the covered area. The contractor's compliance with the E.eecutive Order and the regulatiors in 41 CFR Part 60-4 shall be based on its implem!ntation of the Equal Opporttriity Clause, specific affirmative action obligations required by the specifications set forth • in 41 CFR 60-4.3 (a), and its efforts to meet the goals established for the geographical area were the contract resulting from this solicitation is to be performed. The hours of minority and fem;-:'.e employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make good faith • effort to employ :minorities and women evenly on oath of its projects. The transfer of 3 : ninority or femme ci.iployecs or trnincez from to contractor or from .project to nrojecL, for the sole purpozc of cin; the contractor' goals, shall be a violation of the contract, th:^ :•:.!ecutive Order, and tl;c resulations n 41 CF11. Pr.rt 60-4. Conpliznce with the ;-n:ls will be meazurca against the total work Incurs performea. (3) The contractor shall provide written notific:.`ion to the Dire^_tar, OFCCP, within. 10 rrdrkinr, days of :,card of any cnn!7,truction subcontract in exeer.s of 10,000 at any tier for conztruetion t:vr% under the contr.c.. resultinC from this solicitation. The notificatic,i nhall 'list na-,.?. address, and telephone n'::,iber of the subcontractor; �: •-!Ioyer idcnti'i iC3tia:'. number of the subcontractor; estinatcu dollar :,:•^:::i'; of the geo_grapi:ica: area in which the contract is to be perforr.icd. (4) As used :in this notice- and in the contr:..•.t resultinG from thin solicitation, the "covered area" is•(�ri51±_�-=r�•,-� •.. ^�_t3^ ^�^�=:L��YSi Areap Ci� i?i1:Y: if ary). .. 2. AUAEDAJ0D_LL••n�PFCJFTC1J10JJ The following constitutes Standard Federal Equa! ::!)loyrrent Opportunity Construction Contract Specifications (Executive Order ill245, as ar..anded). These specifications should be included in all ::'(' a^sisted conbtrucL'io: contracts or subconLractz (inciudinr the Solicitatia:... or !lids) _r excess of $10,000 to be performed in Feogrzphical areas de::f;-nat:d by the Director: Standcrd Federal Enunl Eunloviient Opportunit•-, L•in^trvctie•i Contract Specification::. (Executive Order 11246, as ari_ndcd) A. -As risen in these specifications: . b (1) "Covered area means the geographical area described in thr:'solicitation from which this eeertract resulted; (2) "Director" means Director, Office of re•trrl ContractCompliance Pro&raras (OFCCP), U.S. Departraent of Labor, or any perscr. to whoim t.hr DIrector delegates auLhority; (3) "Enployer identification number" :reaps the Federal Social Security Vunber used on the Enployer':, Quarterly Fall:rs Tax Return, U.S. Treasury Department rorri gill; (4) "llinority" includes: (a) 3lack (all person;, having, ori,g.lnn in any of the Bl. -,c:: African racial nroup;, not of Hispanit, orit7in); W. Ili panic (all per^ona of Eezic:in, :'::":o Rican, Cuban, Cetitr"al or Souti: �.rneric:, or other Sp3nizzh cultur•:: :r orif.in•re3ard.les. of race); - (c) Asian or Pacific Islanth%r (all is •r;ons havin!; or•irtir.a in any or tht: ori^incl ncopler. of the Far 1-:a:.t, Sovth—v--t, Asia, thc• Inaian Subcontinent, or the Pcell'fc 1.1^nds); ane A X417 • (d) American Indian or Alaskan native (all persons having origins in any of the original peoples of North America and maintaining- identifiable tribal affiliations through membership and participation or community identification.) B. Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the notice which contains the applicable goals for minority and female participation which is set forth in the solicitations from which this contract resulted. C. If the contractor is participating (pursuant to 41 CFR 60-4.5) in the Hometown Plan approved by the. U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the plan area (including goals and timetables) shall be in accordance with that plan for those trades which have unions participation in the plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each contractor or subcontractor participating in an approved plan. is individually required to comply with its obligations under the EEO clause and to make a good faith effort to achieve each goal under the plan in each trade in which it has employees. The overall good faith performance by other contractors or subcontractors toward a goal in an approved plan does not excuse any covered contractor's or subcontractor's failure to take good faith , efforts to achieve the plan goals and timetables. D. The contractor shall implement the specific affirmative action standards _ provided in paragraphs G(1) through (16) of these specifications. The goals set forth in the solicitation from which the contract resulted are expressed as percentages of the total 'hours of employment and training of minority and female utilizations; the contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. The contractor is expected to make substantially uniform progress towards its goals in each craft during the period specified. ' E. Neither the provisions of any collective bargaining agreement nor the failure by a union with whom the contractor has a ::ollective bargaining agreement to refer either minorities or women shall excuse the contractor's oc:igations under these specifications, Executive Order 112461 as amended, or the regulations promulgated pursuant thereto. F. In order for. the nonworking training hours of apprentices and trainees tc be counted in-meetir.g the goals, such apprentices and trainees must be employed br', the contractor during the training period and the contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability of (.mployment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department of Labor. G. The contractor shall take specific affir=ative actions to ensure EEO. The evaluation of the co.-ltractor's compliance with these specifications shall be based upon Its effort to achieve maximum results from its actions. The contractor shall document 4 these efforts fully and shall implement affirmative action steps at least as extensive as 41 the f ollowing: (1) Ensure -and maintain a working environment free of • harassment, intimidation, and coercion at all.sites, and in all.facilities at which the contactor's employees are assigned to work. The contractor, where possible, will assign two or S. more women to each construction project. The contractor shall specifically ensure that all f or erren, superintendents, and other onsite supervisory personnel are aware of and carry out the contractor's obligation to maintain such a working environment, with Specific attention to minority or female individuals working at such sites or in such facilities. (Z) Establish and maintain a current list of minority and female recruit- ment sources, provide written notification -to minority and female recruitment sources and to community organizations when the contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. , 0. Maintain a current file of the names, addresses, and- telphone numbers _ of each minority and female off -the -street applicant and minority or female referral from a union, a recruitment source, or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the contractor by the union or, if referred, not employed by the contractor, this shall be documented in' the file with the reason, therefore, along with whatever additional actions the contractor may have taken. - _- (4) Provide immediate written notification to the Director when the union or _tinions with which the contractor has a collective bargaining agreement. has not - referred to the contractor a minority person or woman sent by the contractor, or when the contractor has ether information that the union referral process has impeded the contractor's efforts to meet its obligations. (5) Develop on-the-jcb training opportunities and/cr participate in train- ing programs for tl:e area which expressly include minorities and women, including. upgrading programs and apprenticeship and trainee programs relevant to the cont; ac- tor's employment needs, especially those programs funded or approved by the Depart- ment of Labor. The contractor shall provide notice of these programs to the sources. compiled under GZ above. (b) Disseminate the contractor's EEO policy by providing notice of the policy to unions and training progams and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any policy manual and • collective bargaining agreement; by publicizing it in the company newspaper, a,-irual report, etc.; by specific review of the policy with :ill management personnel and with all minority and female emplovees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. - (7) Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination, or other employment decisions _including specific review of these items with onsite supervisory personnel such as superintendents, general foremen, etc., prior to the intiation of corstruction work at any job sites.. A written record shall be made and maintained identifying the time and place of these'meetings, persons attending, subject matter discussed, and disposition of the subject matter. S (8) Disseminate the contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news' media, and providing written notification to and discussing the contractor's EEO policy • with other contractors and subcontractors with whom the contractor does or anticipates doing business. (9) Direct its recruitment efforts, both oral and written, to minority, female, and community organizations, to schools with minority and female students; and to minority and female recruitment and training organizations serving the contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the contactor shall send written notification to organizations, such as the above, describing the openings, screening procedures, and tests to be used in the selection process. (10) Encourage present minority and female employees to recruit other minority persons and women and, were reasonable, provide after school, summer, and vacation employment to minority and female youth both on the site and in other areas of a contractor's workforce. (11) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. (12) Conduct, at least annually, an inventory and evaluation, at least of all minority and female personnel, for promotional opportunities and encourage these employees to seek or. to prepare for, through appropriate training, etc., :such opportunities. (13) Ensure that seniority practices, job classifications, work assignments, and other personnel practices do not have a dis ximinatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO .policy *and the contractor's obligations under these specifications are being carried cut. (14) Ensure that all facilities and company activities are nonsegreg ,ted except that separate or single -user toilet and nece.ssary changing facilities shad' be .provided to assure privacy between the sexes. (15) Document and maintain a recor(? of all solicitations of offers for subcontracts from n3inority and female construction contractors and suppliers, in:luiing circulation of solicitations to minority and femalrt contractor associations and. other business associa�ions. (16) Conduct a review, at least annually, of all supervisor's adherence to and performance urder the contractor's EEO policies and affirmative action obligations. H. Contractors are encouraged to participate in voluntary associations which assist in fulfilling cne or more of their affirmative action obligations (G(1) through ;16). The efforts of a contractor association, joint contr:, ctor-union, contractor- corsr.,uaity, or other similar groups of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its obligations tinder G(1) through (16) of these specifications provided that the contractor actively participates in the group, makes every effort to assure, that the group has a positive impact on the employment of 7 minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the contractor's minority and female work force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness -of actions taken on behalf of the contractor. The obligation to comply,. however, is the contractor's and failure of such a group to fulfill an obligation shall not be a defense for the contractor's noncompliance. L . A single goal for minorities and a separate single goal for women have be6n established. The contractor, however, is required to provide EEO and to take affirmative action for all minority groups, both male and female, and all -women, both minority and nonminority. Consequently, the contractor may be in violation of the $xecutive Order if a particular group is employed in a substantially disparate manner (for example, even though the contractor has achieved its goals for women generally, the contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). J. ~ The contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person becuase of race, color, religion, sex, or national origin.. K. The contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246, as amended. I. The contractor shall carry out such sanctions and penalties for violatio . of these specifications and of the Equal Opportunity Clause, including suspension, termination, ^and cancellation of existing subcontracts as may be imposed or ordered L'3.. " �u: . -:: .lVe Or�_r 11 LY , as amen ..., 2nd .LS i-mple.:�en.._br_o_ �.......,, �; the OFCCP. Any contractor who fails to carry out such sanctions and penalties shell be in violation of these specifications and Executive Order 11246, as amended. M. The contractor, in .fulfilling its obligations under these specifications, shall. implement specific affirmative action steps, at least as extensive as those standards prescribed in paragraph G of these specifications, so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the Executive Order, the implementing regulation, or these specification_., the Director shall proceed in accordance with 41 CFR 60-4.8. N. The contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions l;ereof as may be required by the Government, and to keep records. Records shall at least include for each employee, the name, address, telephone number, construction trade, union affiliation if any, empljyee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the .work was -performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. O. Nothing herein provided shall be construed as a limitation upon . the . application .of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those '• r the Public Works Employment Act of 1977 and the Community Development 4 i 'r. Grant Program). 1 prCUIRED NOTICE FOR CONTRACTS FOR 50 OR MORE EMPLOYEES AND A ' ;)z—r OF S50,000 OR MORE r , prime contractor and each of his subcontractors who have 50 or more employees a contract of $50,000 or more shall, within 120 days from contract commencement, t,.• rrgsired to develop and maintain a written affirmative action compliance program <<r cach of its establishments. In addition, the following will be required: A. Compliance Reports. Within 30 days after award of this contract, the contractor shall file a compliance report (Standard Form (SF) 100) with the Joint Reporting Committee if: (1) The contractor has not submitted a complete compliance report within 12 months preceding the date of award, and (2) The contractor is within the definition of "employer" in parag- raph 2e(3) of the instructions included in SF 100. B. The contractor shall require the subcontractor on any first tier subcontracts, irrespective of dollar amount, to file SF 100 within 30 days after award of the subcontract if the• above two conditions apply. SF 100 is normally furnished contractors annually, based on a mailing list currently maintained by the Joint Reporting Com:ai:tee. In the event a contractor has not receives: G-Ae corm, he may obtain it by writing to the following address: Joint Reporting Committee .1800 G. Street Washington, D. C. 20506 C. The contractor shall after commencement of contract work submit the Monthly Manpbwer Utilization Report (SF 257) to the OFCCP regional office, on or before the fifth.working day of each month, reporting activity of the previous month. If no work was accomplished, the form should be submitted stating that fact. A form is to be submitted for -the last month of activity statin; the work has been completed. 4. SPECIAL PROVISIONS, NOTICES AND CERTIFICATIONS CONCERNTING NONSEGREGATED FACILITIES SPECIAL PROVISIONS RELATING TO AIP ASSISTED CONSTRUCTION PROJECTS N EAS S OF $10,000 The,sponsor hereb;agrees that it will incorporate or cause to be incorporated into any Contract for construction work, or modification thereof, as defined in the regulatio.-s of the Secretary of Labor at 41 CFR chapter 60, which is paid for in whole or in part with " funds obtained from the Federal Government or borrowed on the credit of the Federal Government pursuant to a grant contract, loan insurance, or guarantee, or undertaken Pursuant to any Federal program involving such grant, contract, loan insurance, or • guarantee the following equal opportunity clause. .9 ; 2 During the performanf-e of this contract, the contractor agrees as follows: . A. The contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin. The contractor will take affirmative action to ensure that applicants are emploved, and that employees are treated during employment without regard to their race, color, Sex or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising•, layoff or termination, rates of pay or other forms of compensation; and selection for training, including apprenticeship. The contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices (to be provided) setting forth the provisions of this nondiscrimination clause. B. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, color, religion, sex or national origin. . - C. The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, a notice (to be provided) advising the said labor union or workers' representatives of the contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. D. The contractor will comply with all provisions of Executive Order 11246, as amended, of 24 September 1965, and of the rules, regulations, and relevant orders of the Secretary of Labor. E. The contractor will furnish all information and reports required by Executive Order 11246, as amended, of 24 Septem Der 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his. books, records, and accounts by the Secretary of Labor for purposes of investigation to ascertain complian:e with such rules, regulations, and orders. F. In the event of the contractor's noncowpliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract may be cancelled, terminated, or suspended in whole or in part and the contractor may be declared ineligible for °urther government contracts or Federally -assisted construction contracts in accor3ance with procedures authorized in Executive. Order 11246, as amended, of 24 September 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order 11246., as amended, of 24 'September 1965, or by rule, regulation, or order of the Secretary of Labor, or as otherwise provided by law. G. The contractor will include the portion of the sentence immediately preceding paragraph A and the provisions of Paragraphs A through G in every subcontract or pu.•chase order unless exempted by rules, regulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 112461 as amended, of 24 September 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to' any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: Provided, however, 10 • 123 that in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor may request the United States to enter into such litigation to protect the interests of the United States. 5. CERTIFICATION OF BIDDER REGARDING ECUAL EMPLOYMENT OPPOw1•UtjrT (FOR -COtdSTRUCTION CONTRACTS EXCE. DL'qG S10,0 U). BIDDERS NAME ADDRESS • INTERNAL REVENUE SERVICE EMPLOYER IDENTIFICATION NUIviBER NONSEGREGATED FACILITIES NOTICE TO PROSPECTIVE FEDERALLY -ASSISTED CONSTRUCTION CONTRACTORS: • a. A Certification of Nonsegregated Facilities must be submitted prior to the award of a Federally -assisted construction contract exceeding $10,000 which is not exempt from the provisions of the equal opportunity clause. b.•-- Contractors receiving Federally -assisted construction contract awards exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause will be required to provide for the forwarding of the notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed ' $10,000 and are not exempt from the provisions of the equal opportunity clause. NOTE: The penalty for making false statements in offers is prescribed in 18 U.S.C. 1001. 6. CERTIFICA'.ZON OF NONSEGREGATED FACILITIES. The Federally -assisted construction contractor certifies Clat he does not maintain or provide for his employees any segregated facii'.ties at a.-zy of his establishments, and that he does net permit his employees to perform their services at any location, =der _ his control, where segregated facilities are maintained. The Feder ally-esMsted construction contractor certifies further that he will not maintain or provide fcr his employees any segregated facilities at any of his establishments, and that he will not. ' permit his employees- to perform their services at any location, under his control, where segregated facilities are maintained. The Federzlly-assisted construction contractor agrees that a breath of this certification is a violation of the equal opportunity clause In this contract. As used in this certification, the term "segregated facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and other eating areas, timeclocks• locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, color, religion, sex, or national origin, because of habit, local custom, or any other reason. The Federally -assisted construction contractor agrees that (except where he has obtained identical certifications from proposed subcontractors for specific time periods) he will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10.000 which are not exempt from the provisions of the equal opportunity clause, and that he will retain such certifications in his files. • 12 7. NOTICE TO PROSPECTIVE CONTRACTORS OF REQUIREMENT FOR CERTIFICATION FOR NONSEGREGATED FACILIT IES: A Certification of Nonsegregated Facilities must be submitted prior to the award of a contract or subcontract exceeding $10,000 which is not exempt from the provisions of the equal opportunity clause. Certification - The information above is true and complete to the best of my knowledge and belief. Name and Title of Signer (Please type) Signature Date NOTE: The penElty for making false statements in offers is prescribed in 18 U.S.C. 1001. 8. NOTICE TO PROSPECTIVE SUBCONTRACTORS OF REQUIREMENT FOR CERTIFICATION ON NO;ISEGREGATED FACILITIES. a. A Certification of Nonsegregated Facilities must b�t submitted prior to the award of a subcontract exceed?ng $10,000 which is not exempt from the provisions of the equal cryo.:~:nity clay:: --. b. Contractors receiving subcontract awards exceeding $10,000 which are not exempt from the provisions of the equal opportunity clause will be required to provide • for the forwarding ' of the notice to prospective subcontractors for supplies and construction contracts where the subcontracts exceed $10,000 and are not exempt from the provisions of the equal opportunity clause. NOTE: The penalty for making false statements in offer3 is prescribed in 18 U.S.C. 100:. 9. REQUIRED LANGUAGE Ili AIP CONSTRUCTION CONTRACTS. WAGE, LABOR, EEO AND SAFET:' REQUIREMENTS SECTION A. LABOR, EQUAL EMPLOYMENT OPPORTUNITY AND SAFETY REQUIRE\4ENTS AOR ALL CONSTRUCTION CG:,'T'RACTS AND SU3COtiTR AC A. A-1. AIP Pruject. The work in this contract is included in ALP Project No. 85-1-3-36-0029-01 which is being undertaken and accomplished by the ;own of Southold in accordance with the terms and conditions of a grant agreement between the Town of Southold (sponsor) and the United States, under the Airport and Airway Improvement Act of 1982 (AALM (P.L. 97-2.18, 4-? U.S.C. ZZ01 et seq.) and Part 152 of the Federal Aviation Regulations (FAR) (14 CFR Part 152), pursuant to which the United States has agreed to pay a certain percentage of the costs of the project that are determined to be allowable project costs under that Act. The United States is not a 1 party to this cuntruct :11M no er.•fercnce in ti►i%r.:et Lo the FAA or any representative ther,:uf, or to any r1r.hLs r.rar.;.-. r. to the FAA or any representative: Lhereol', or Llie United b.; contract, makes the Unitcd States .a party to LhiL contract. A-2. _CQL`YS!L�_�Q_a_LL�r?�• The contractor.*.:.-Il obtain the prior written conscnL of Lhe cO ncy of _ Efolk(zpp►1.^•o►•) to ►•uposcd assi!�nmcnt of any interest in or parL of L11i. contract. A_3, MLru.za's FrfJ'^.r,z i_i. In the employncn; A labor (except in executive, administrative, and supervi.,ory preference shall be giveto vetr:m rang of the Victna--cra and Elisablr•�.; voter, r. However, this preference shall apply only where the indivi_oz.la are available and qualif.i^d to perform the work to which the employment rel:.tes. A-4. Fhb IrLsr_���Lon znci Rz_L(Zt i, the contractor .:..11 allow authorized representative of the FAA to inr,pect and review any or materials used In the performance of this contracL. — A-5. ._--A--breach of parz•trr.r.h .1._4 may be grounds 'for termihation o:' the conl.ra ct. 14 w SEC T In 4 F. MECRETARY OF LABOR iZL3UI1:I?ME TS) B-1 Minimum Wa000 s. (1) All laborers and inechAnics c:nploycd or worl:i nq upor the cite of the work wi!l rc: paid unconditionally and not less often than since a week, and with)ut subsequent de•(lactien or reb.:te cn any aecuunt (c%cept such ra;•roll dcductic:Ls <s e permitted by the Secretary of Labor ander the Copeland Act (Z9 CFR Part 3)), the fats amotutt of wages and bona fide fringe u<r.efits (or cash ecruivalents ther_fu:e) du. at time of paytoent computed at rates not less than tho.;e contained ir. the •xa'e determination of the Secretary of Labor which is attached hereto and malde, a past hereof, rerardlesn of any contr?ctual relationship which may be alleged to exist betwctn the contractor and such laborers and mechanics. Contrib_;ions :pada or costs reasonably anticipated for bona fide fringe benefit:, wader section 1('0)(2) of t^e Danis -Eaton Act on behalf of laborers of mechanics are considered wagespaid to laborers and mechanics, subject to the provisions of subparagraph a.(4) below; aiso. regular -contributions made or colas incurred for tnore than a weekly period ('jut not fess often than quart•=rly) under plans, funds, or programs which cover the particular weeiciv period, are deemed to be constructively mada or incurred d=i:^.g such weekly pe►:��1. Such laborers and mechanics shall be paid the appropriate :vase rate and fr:,c;e ber.eEts on the wage determination for the classific tion of work actu�.11y performed, witho,.Y: regard to skill, except as provided in Z9 CFR Part 5.5(a)(4). Laborers or Mechanics performing woA in more than one classification may be compensated at the r-, specified for each classification for tete time actually werked therein: Provided, th t • t?',e employer's payroll records accurately set forth the timespent in each c!assificaricn in which work is performed. The wase determination (includin— any ad&iticnal classification and wage rates conformed tLider a.(2) of this section) and the Davis-Zacon rester VVI -i-1321) zha" be posted at all times by the contractor and its subcontractor: at the site of the work in a pr,) iinent and accessiblep lace where it can easily be seen 'vy the•workers. (2) (a) The cortrac;irg officer shall require that any class of laborers or mechanics whi,:h is not listed in the %gage determination and which is to be emp:oved under the contract shall be classified in conformajce with the wase deterrniratic'n. is e contracting officer shall approve an additional ::l.,ssification and %vage rate and fringe benefits therefore only when the following criteria have been met: 1 The work to be performed by the classification requ,�stce'el is not performed ay a classification in the wage determ.-nation; and 2 The classification is utilized in the area by the construction in�ustry; and 3 'The proposed wage rate, including any bona fide fringe benefits, bears a reasonable relationship to the wage rates contained in the cease determination. (b) If the contractor and the laborers or mechanics to be employed in 'the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amotmt desis hated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of tha Wage and Hour Division, Employment I 1 •/ i 14� Standard!; Adnninistration, U.S. Department' of Labor, Washirgton, D.C. 20210. The- ��.::ninis:r: for or xi authorized m prc.-nitative, will approve, riodify, or disapprove every ;id(li:icnal c:las!:ification actin within 30 days of -receipt and so advise the centractirL offi,:�r or will notify the contracting officer within the 30-day period that additicx.al tinic is necessary. _ I (c) In the event the contractor, the laborers or mechanics! to be er nlovci in the classification or their representatives and th^ contracting offijccr do not -zfirce er the propos,--d classification and wage rate (i :eluding the amovmt designated for fringe benefits where appropriate), the contracting officer shall refer th qu `stions, inclu ing the views of all intcrested parties and the recommendation of the contracting officer, to th-- Administrator f,--r determination. 71e Admini:;trator or an aut; orized representative, will issue a determination within 30 days of receipt and so ado se tI:e contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (d) The wage rate (including fringe benefits where appro riate) determined pursuant to subparagraphs (2,('0) or (c) of this paragraph, shall be pais to all workers performing work in the classification under this contract from the first Oay on which work is performed in the classification. ' I (3) Whenever the ininimum wage rate prescribed in the contract for a class of Iaborers or inechanics includes a fringe benefit which is not exp.esseas ar. -hour ''v wise rate, th,- contractor shall either pay the benefit as stated in thl wage Odetermination or shall pay another bona fide fringe benefit or an hourly cash.. equivalent thereof. (4) If the contractor (toes not tr-ahe payments to a trustee cr o:he: th-.d person, the contractor may consider as part of the wages of any laborer or mec Aanic the amount of any costs reasonably anticipated in providing bara fide fringe benc:fi cs under a. plan or program, provided, ghat the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards of the Davis -Bacon Act have been net. The Secretary of Labor may reqi�ire the contractor to set aside "n a separate account assets for the meeting of obligations under the plan or program. B-2 Withholding. The Federal Aviation Administration shall upon its own action or upon written request of an authorized representative of the Department of La or withhold or cause to be withheld from the contractor under this contract or any ;-ther Federal contract with the same prime contractor, or any other Federally -assisted contract subject '-:o DavisBacon prevailing wage requirements, which is held by the �:ame prime contractor, so much of the accured payments or advances as may be consic._red necessary to pay laborers and mechanic, including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of gages require- by the contract. Ir. the event of failure to pay any laborer or mechanic, including any apprentice, train•.e, or helper, employed or working on the site of work, all or part of the wages required by the contract, the Federal Aviation Administration ma -'r. after written notice of the contractor, sponsor, ,applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. Y 16 B-3. Payrolls and Basic Records. (1) Payrolls and basic records relating thereto will be maintained by the contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records will contain the name, address, and social security number of each such worker, his or her correct classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in Section l(b)(2)(B) of the Davis -Bacon Act), daily and weekly number of hours worked, deductions made and actual wages paid. . Whenever the Secretary of Labor has found, under 29 CFR 5.5(a)(1)(iv) that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated providing benefits under a plan or program described in Section l(b)(2)(B) of the Davis -Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that the plan or program is financially respcnsib:e, and that the plan or program has been communicated in writing to the laborers or mechanics affected, and records which show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification or trainee programs, the registration of the apprentices and trainees, and the rates and wage rates prescribed in the applicable programs. (2) (a) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the S-ponsor's. The pay-ro?ls submitted shall set out accurately and completely ?11 of the iriormationm required to be maintained unier paragraph 5.5(a)(3)(i) of Regulations, 29 CFR Part 5. This Information may be submitted in any form desired. Cpticnal F erm 'WH -3471 is av:: `-.!ale for this purpose and may be purchased from the Superintendent of Documents (F -al Stock Number OZ�-005-00014-1), U.S. Government Printing Office) Washington .C. 20402. The prime contractor is responsible for the submission of copies of payrr _, oy all subcontractors. (b) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the contractor or subcontractor or his or her agent who pays or. supervises the payment of the persons employed under the contract and shall certify Cie following: 1 That the payroll for the payroll period contains the Information required to be maintained under paragraph 5.5(a)(3)(i) of Regulations, 29 CFR Part 5 and that such information is correct and complete; 2 That each laborer and mechanic (including each hel; er, apprentice and tr:zinee) employed on the contract during the payroll period has been paid the full weekcly wages earned, without rebate, either directly or indirectly, and that not deductions have been made either directly or indirectly from the full gages earned, other than permissible deductions as set forth in Regulations Z9 CFR Part 3; " 3 That each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination. 17 - ( c ) The weekly subni3sion of a properly :xecutcd certification set forth on the reverse ;•idc of O;;tion3l For ►i;; -:i':'' shall satf:i'y the requirement for submis3ion of the •"Statement of'Cor-.;r)i3ncc" -required by � paragraph 2-3(2)(b) section. (d) The falsif'icction of any of the r•b��� cr.rtific3Lion rtay subject the contractor or : uhcontr3ctor to civil or : r .•i:►al proscc::tion -under Section 1001 of. Titl(_-.W and section X31 of tit•.: 1 0;' the United State3 Code. (3) The contractor or subcontractor ;ball r.:a►:C 'iia records required_ under paragrapil ii -3(2)(b) of this section 2vzil3ble :'..r• in'spcction, coCyinn or tran::cription by authcri:cd re;>resentat.ives of :.�� Federal Aviation AdrainisLration or the DeP::rt.ent. of Labor, ano shall :it such represant- • atives to interview employe:eB curing workinE, hours o:, job. If t; -.e con- tractor or subcontractor- ijiis to sub. -nit the require:: r%cords or to make them available, the Federal agency may, after written :!..rice to the con- tractor,. sponsor, applicar.', or owner, take such actio.', CIS may be necessary to cause the suspension of any. further payrwent, :..:venae, or guarantee of funds. Furthernore, failure to submit the requir<:c: records upon request or to make such records available may be Ground:; for action pursuant, to 29 CFR 5.12. . ( t) AInnr._g_=icQ. Apprentices will be per•nittcd to wort: at less thar, the predetermined rate for the wort: they perforneii Wien they are employed pursuant to and individually registered in a bona fig.., •,►,urer.tic^:,hi= prurra:a registered t:it:: t.`.2 ::iitE.. St.2tJL �C�CrU.-ent Of Lub9r', it. ;1Jj`I ent aria Training - Adzinistration, Bureau of apprentic-2:hip ant: Trait:i^r., or witt, a State Apprentic.eship agency recognized by the Bureau, or if z parson is P^1ployed i -n his or her first 90 days of probationary cmplcy:..•:nt as 3n apprentice -in such an apprenticeship pror_ran, who is not int:ivi:;ally registered in the program, but who has been certified by the bUr•--au of Apprenticeship and Training or a State Apprenticeship Agency (whcrc:':ppropriate) to be eligible for probationary employr:ent as an apprentice. The allowaole ratio of apprentices to journey:.ien on the job site in .any crcf t class:. ication shall not be greater than the ratio permitted to :.!:c contractor :s to the entire work force under the registered proeran. Any worker listed on a payroll at an apprentice ::age rate, who is not registered or otherwise ertp'oyed as stated above, small be paid not less Lt::::: Lhe app.ic. ble wac,e rate on the wane determination for the classif ic..L:.nn of work .actually performed. In addition, any apprentice perforrainp. on the ob site In excess of the ratio permitted under the renistPrzd program shall be paid not less than the appliczblc wage rate on wage de termination for the Work actually performed. :There a contractor is p.:rfor'ainC construction on a project- in a locality other than that in which its prorran is registered, the•ratios and wage rates (expressed in percer.ta►;.=:; of the jou-r.eyman's -hourly rate) specified in the contractor's or subcu;:;.rt.ctor's registered proGrao shall be observed. Every apprentice t::ust a.: paid not less than the rate specified in the registered program for the apprentice's level ofprogress, expressed as a percentare of the jourreyu,,a hourly rate specified In the.applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the anpreaticeship prcgrzm. The apprenticeship program does not specify fringe bonei'it.s, apprentices Must d be paid in full account of fringe benefits listed on Ali:• wage determination for the applicable classification. If the Administrator deter^;nes thLr. a different practice prevails for the applicable zp:,rantice classi:i_aticn, fringes shall be paid in accordance with that deteroination. In :lie event the bureau of hpprenticc:;bip 18a ' • 1 lob ' 1 , • and Training or a State Apprenticeship Agency recognized by the Bureau, withdraws approval of an apprenticeship program, the contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work , performed until an acceptable program is approved. (2) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed 'pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification, by the United States Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than .permitted under the plan approved by the Employment and Training Administration. Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee does not mention fringe benefits, trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination which provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate who is not registered and participating in a training plan approved by the employment and Training Administration shall be paid not less than the applicable wage rate on the wage - determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable Wage rate on the wage determination for the work actually performed. In the event the Employment and Training .;dzainioicration withdra:vs approval of a training program, tae cont act:,. will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (3) Equal Employment Opportunity. The utilization of apprentices, trainees and journeymen under this part shall to in conformity with the eglial employment oppor:uni.ty requirements of Executive Order 11246, as amended, laid 29 CFR Part 30. B-5 Compliance With Copeland Act Requirements. The contractor shall comply with the requirements of 29 CFR Part 3, which are incorporated by reference in this contract. B-6 Subcontracts. The contractor or subcontractor shall insert in'~e-iy subcontacts the clauses contained in 29 CFR Part 5.5(a)(1) through (10) and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by of any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR Part 5.5. B-7 Contract Termination: Debarment. A breach of contract clauses in 29 CFR y 5.5 may be grounds for termination of the contract, and for the debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. i 19 r� . B-8 Compliance With Davis -Bacon and Related Act Rew irements. All rulings and interpretations of the Davis -Bacon and Related Acts contained in Z9 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. B-9 Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the g,neral disputes clause ' of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6 and 7. Disputes within the meaning of this clause include disputed between the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their representatives. B-10 Certification of Eligibility. (1) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of Section 3(a) of the Davis -Bacon Act or 29 CFR 5.12(a)(1). (2) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of Section 3(a) of -the Davis - Bacon Act or 29 CFR 5.1Z(a)(1). (3) The penalty for making false statements -is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001. C-1 Contract Work Hours and Safety Standards Act. Note: As used in the following, the terms "laborers" and "mechanics" include watchmen and guards. (1) Overtime Reouirements. No contractor or subcontractor contracting for any part of th? contract work which may require or involve the employment of. laborers or mechanics shall -require or permit any such laborer or mechanic in any "work week in which he or she is employed on such work to work in excess of eight hours in any calendar day or in excess of 40 hours in such work week unless such laborer or mechanic receives compensation at a rate not less than 1 1/2 time:; his b4sic rate of pay for all hours worked in excess of eight hours in any calendar day or in excess of 40 hours • in such work week, -whichever is greater. (2) Violations. Lia?-,ility for Unpaid '.•ages, Liquidated Damages. In the event of any violation of the clause set forth in subparagraph (1) of the paragraph,• the contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. • In addition, such contractor and subcontractor shall be liable to the Ul.4ted States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damages. Such liquidated damages shall be computed, with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth in subparagraph (1) of this paragraph, in the sum of Q'10 for each calendar day on %vhicb such individual was required or permitted to work in excess of eight hours or in excess of the standard work week of 40 hours without payment of the overtime wages required by the clause set forth in subparagraph (1) of this paragraph. 20 J 1) 4 r; (3) Withholding for Unpaid Wa,es and Liauidated Damages. The FAA ,I,�11 upon its own action or upon written request of an authorized representative of the - partment of Labor withhold or cause to be withheld, from any moneys payable on ,;count of work performed by the contractor or subcontractor under any such contract cr any other Federal contract with the same prime contractor, or any other federally .Assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for. unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C-2 Contracts Subject only to Contract Work Hours and Safety Standards Act. , (1) The contractor or subcontractor shall maintain payrolls and basic payroll records duzing the course of the work and shall preserve them for a period of three years from. the completion of the contract for all laborers and mecha:.ics, including guards and watchmen, working on the contract. Such records shall contair. the name and address of each such employee, social security number, correct classifications, hourly rates of wages paid, da:1y and weekly number of hours worked, deductions made, and actual wages paid. (2) - The records to be maintained under paragraph (1) above shall be made available by the contractor or subcontractor for inspection, copying, or transcripticn by . authorized representatives of the Department of Transportation, Federal Aviation Administration and the Department of Labor, and the contractor or subcontractor will permit such representatives to interview employees during working hours on the job. 21 P 4 Ll SECTION D. (HEALTH AND SAFETY REQUIREMENTS) CONTRACTS EXCEEDIN4 3 5 $2,000. D-1. It is a condition of this contract, and shall be made a condition of each subcontract entered into pursuant to this contract, that the contractor and any subcontractor shall not require any laborer or mechanic employed in performance of the contract to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health or safety, as determined under Construction Safety and Health Standards Title Z9 CFR Part 1926 and other occupational and health standards (Z9 CFR Part 1910) promulgated by the United States Secretary of Labor, in accordance with Section 107 of the CWHSSA. SECTION E. CLEAN AIR AND WATER POLLUTION CONTROL REQUIREMENTS FOR -CONSTRUCTION CONTRACTS AND SUBCONTRACTS. E-1.-- Contractors and subcontractors. agree (for any contract/subcontract exceeding $100,000): a. That any facility to be used in the performance of the contract or to benefit from the contract is not listed on the Environmental Protection Agency (EPA) List of Violating Facilities. b. To comply with all the requirements of Section 114 of the Clean Air Act and Section 308 of the Federal Water Pollution Control Act and all regulat.ons issued thereunder. t. ':nat as a ecn .aition fcr award of ,t contract. he tvi?1 notify the awarding. official of the receipt of any communication from she EPA indicating that a facili`y to be utilized for perzormance of or benefit from the c.)ntract is under consideration to be listed on the EPA List of Violating Facilities. 'd. To include or cause to be included in any contract or subcontract which exceeds $1001000 the aforementioned criteria. and requirements. E -Z. For all projects involving airport location, a major runway extension, or runway location, contractors and subcontractors agree: That all projects will be located, designed constructed, and operated so ,as to comply with applicable air and water quality standards. E-3. For all projects, contractors and subcontractors agree: �~ That in the performance of this contract, the contractor agrees that he will adhere to all state and local regulations concerning air and water pollution controls (unless contrary to Federal requirements), secure necessary • permits, inspections, and conduct his operations so as to minimize affects on the surrounding environment. . • 136 10. BID GUARANTEE AND BONDING/INSURANCE CLAUSES (FOR BIDS A,1D/0R CONTRACTS IN EXCESS OF S100,000. For all bid documents for contracts include: The requirement for a bid guarantee from each bidder equivalent to five percent • of the bid price. The "bid guarantee" shall consist of a firm commitment such as a bid bond, certified check, or other negotiable instrument accompanying a bid as assurance that the bidder will, upon acceptance of his bid, execute such contractual documents as maybe required within the time specified. For contracts include: A. The contractor agrees to furnish a performance bond for 100 percent of the contract price. This bond is one that is executed in connection with a contract to • secure fulfillment of all the contractor's obligations under such contract. B. The contractor agrees to furnish a payment bond for 100 percent of the contract price. This bond is one that is executed -in connection with a contract to assure payment as required by law of all persons supplying labor and material in the execution of the work provided for in the contract. 11. NONDISCRIMINATION IN FEDERALLY -ASSISTED PROGRAMS OF THE DEPAR- TMENT OF TRANSPORTATION During the performance of this contract, the contractor, for itself, its assignees and successors in interest (herinafter referred to as the "contractor") agrees as follows. A. Comlil ance with Regulations. The contractor shall comply with. the Regulations relative to nondiscrimination in Federally -assisted programs of the Lepart- ment of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they r3ay be amended from time to time, (hereinafter referred to as the Regulations); which are herein incorporated by reference and made a part of this contract. ' B. Nondiscrimination. The contractor, with regard to the work performed by. it during the contract, shall not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and le::ses of equipment. The contractor shall not participate either directly or indirectly in the discrimination prohibited by Section 21.5 of the Regula' -ions, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. . C. Solicitations for Subcontracts, Including Procurements of Materials and ui menta In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 23 Is . D. Information and Reports. The contractor shall provide all information and reports required by th'e Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the sponsor or the Federal Aviation Administration to be pertinent to ascertain compliance with such Regulations, orders, and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the sponsor or the Federal Aviation Administration as appropriate, and shall set forth what efforts it has made to obtain the information. L Sanctions for Noncompliance. In the event of the contractor's noncompliance with the nondiscrimination provisions of this contract, the sponsor shall impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to -- (1) withholding of payments to the contractor under the contract until the contractor complies, and/or (2) cancellation, termination, or suspension of the contract, in whole or in part. F. Incorporation of Provisions. The contractor shall include the provisions paragraphs 1 throu3h 5 in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations or directives issued pursuant thereto. The contractor shall take such action with respect to any subcontract or procurement as the sponsor or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, however, that, in the event a contractor become.; involved in, or is threatened with, litigation with a subcontractor or supplier as a rest -it of such direction, the contractor may request the saonsor to enter into such litigation to protect the interests of the sponsor and, in ad•iition, the contractor may requc!st the United States to enter into such litigation to protect the interests of the Unitea States. G. Breach of Contract Terms - Sanctions. Any violation or breach of the terms of this contract cn the part of the contractor/sub contractor may result in the suspension or termination of this contract or such other action which may be necessary • to enforce the rights of the parties of this agreement. H. Rights to Inventions - Materials. AL' rights to inventions and materials generated under this contract a:•e subject to regulations issued by the FAA and the recipient of the Federal grant under which this contract is executed. ~ 13 24 13 POLICY OF DEPARTMENT OF TRANSPORTATION (DOT) REGARDING MIivOF.ITY BUSINESS ENTERPRISES i v 8 Minority business enterprises. shall have the fullest possible participation in the performance of this contract. Policy. It is the policy of the Department of Transportation (DOT) that minority business enterprises as defined in 49 CFR Part 23* shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds under this agreement. Consequently, the MBE requirements of 49 CFR Part 23 apply to this agreement. MBE Obligation. The contractor 'agrees to ensure that minority business enterprises as defined in 49 CFR Part Z3* have the maximum opportunity to participate in the performance of contracts and subcontracts financed in whole or in part with Federal funds provided under this agreement. In this regard, all contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure that minority business enterprises have the maximum opportunity to compete for and perform contracts. Contractors shall not discriminate on the basis of race, color, national origin or sex in the award and performance of DOT -assisted contracts. MINORITY BUSINESS ENTERPRISE REQUIREMENTS Applicable to each General Aviation Airport Sponsor receiving an AIP grant of fund_; in excess of $250,000, each Non -Hub Airport Sponsor receiving an AIP grant of funds in excess of $400,000; each Large/A:edium/Small Hub airport sponsor receiving an AIP Grant in an a=c=t of excess of 5,500,000. All bidders, potential contractors, or sub -contractors for this DOT assisted contract are* hereby notified tha- failure to carry out the DOT policy and the ;QBE obligation, as set for the above, sha:l constitute a breach of contrary which may result in termination of the contract or such other remedy as deemed appropriate by the Tom of Southold ame of recipient) *Includes firms owned and controlled by minorities and.firms owned and controlled by women. 11 V c.ji,contract Clauses. All bidders and potential contractors hereby as,,re include the clauses in all sub-contracts which offer further :.!racting opportunities. rc:t successful bidder will be required to submit, at a time before award of the de;ignzted by Town of Southold the following information concerning the (name of recipient) ?•t►:::rity r-usiness Enterprise participation in the contract: (A) The names and addresses of MBE firms that will participate in the contract; (u) A description of the work each named MBE firm will perform; (C) 'The dollar amount of participation by each named MBE firm. if tl:c Minority Business Enterprise participation is submitted in response to (A) above dors not meet Minority Business Enterprise goals, information sufficient to satisfy c' ,•v of Suffolk that the bidders made good faith efforts to meet these goals. —name of recipient The Goals for minority, business participation under this contract are indicated below. ilia successful bidder shall, at a minimum, seek MBE's in the same geographic area in which it seeks subcontractors generally for a given solicitation. The successful bidder shall make good faith effort to meet the following goals: Wnorit9 soal Female Goal 7ro 3% The successful bidder shall establish and maintzin records and sunmit reports; as'. • required, which wit identify and assess the efforts made to achieve MBE subcontract " goals and other MB:affirmative action efforts. Meeting Minority B4siness Enterprise goals or making good faith efforts to do so is a eonditioa of being awarded a. DOT assisted contract for which contract goals have been established. R INSTRUCTIONS TO BIDDERS 1. Section 60-1.1(b) of the U gulacioas of tho Secretary of Labor re- quires each bidder or prospective pro a contractor and proposed sub- contractor, where appropr-.ace, co scaca is the bid whether it has participated in any previous contract or subcontract subject to the equal opportunity clause; and i! so, whether it has fi_'ed with the Joint Reporting Committee, the Director, an agen67, or the former President's Commicte© on Equal E=ployment Opportunity all reports due under the applicable filing requirements. In any ease in which a bidder or prospective prise contractor or proposed subcontractor has participacad is an previous contract subject to Execuc:•.re Orders . 10925, 11114, or 11246 and has not filed a report due under cha applicable filing requirements, no contract or subcontract shall be awarded ualass such contractor submits a report eovar:.ag the delinquent period or such ocher period spec=fled by the FILA or the ...Director, OFCC. 2. To effectuate these :equiremencs, the Bidder shall com�leca and sign the foll1.riag statement by checking the appropriaca boxes. The Bidder (Proposer) has has not participated • in a previous contract, subject to the equal opportunity clause prescribed by Executive Order 10925, or Executive Omer 11246, or Executive Order.11114._•' The Bidder (Proposer) has 0 has noc submitted all eorVlia.nce reports ia coL.nec.ion with =7+.�ch co-,t.t:.t d�:c unrer the applicable filing requirements; and chat rtpresenta-. tio:,s indicating submission of required compliance reports signed by proposed subconcracccrs will be ootained prior to • award of subcontracts. I. the Bidder (Proposer) has prrticipaced in a previous contract subject to the egLsl cpportunicy clause and has not submitted compliance reports due under applicable filing requirements, c.`.e 34dde - (Proposer) shall submit a compliance report on Standard Form 100,."emplo7ee Iaior-- matlon Raport E: -:C -.L" prior co ,.he award of contract. Lagal ;lame of ?ersoa, or Corpc.raclon By - V. . COUNTY Albany Allcrany Oroome •Oronx Cattaraujus C.yuaa Chaulacqua Chemung Chenango Clinton Columbia _ Coritand Delaw•ate Dutchcss Erie Essex Franklin Fulton Genesee . Greene 1l:mi!ton lletkimer ,lefferx» •Kings Lewis LMngston Midison blonroe Montgomery Niss,tr *New York. Niagara Oneida Onondaga Ontario Orange Orleans Oswego Otsego Putnam •Quccns Rensuber *Richmond Recktard St. Lawrence Sarato;a Sch.nrctady Schoharie Schuyler Seneca Steuben Suffolk SalGvan Th%<s Tompkins Ulster Wairm Washington Wayne wesichestet Wyoming Tota GOALS FOR %HNNORITY PARTICII'AMN 1N T I I E CON STIR UCI10IN INDUSr!:Y ",OF GO.k.L 3.2 6.3 1.1 6.3 2.3 6.3 2.2 1.2 `.6 2.6 2.5 1.2 6.4 7.7 2.6 2.5 2.6 5.9 2.6 2.6 2.1 2.5 3.3 3.8 5.3 3.2 • 5.8 7.7 2.1 3.8 S.3 17.0 5.3 3.8 1.2 22.6 3.2 22.6 2.S 3.2 3.2 2.6 1.2 3.9 1.2 3.8 . 17.0 1.1 .1.2 17.0 2.6 2.6 5.3 22.6 6.3 S.9 . 'The followinv goal ranges are applicable to the indicated traded in t,ie Counties of Bronx, Kings, Nene Yark. Queens a,id Richmond. Electricians :...................... ........ 9.0 to 10.2 Carpenters ................................ 27.6 to 32.0 Steam Fitters .............................. 12.2 to 13.5 . Metal lathers ................................ 24.6 to 25.6 Painters. * * * ' ' * . * * * * ' * ' ' * * ' .... * * ' ' * * ' * .... 26.0 to 23.6 Operating ge.......................... 25.6 to 26.0 Plumbers ................................. 12.0 to 1.3.5 lion workers (struct) ......................... 25.9 to .Q.0 Elevator constructors ........................... 5.5 to 6.5 Bricklayers ................................ 13.4 to I5.5 Asbestos workers ............................ 22.8 to 23.0 Roofers. . ...................... ... 6.3 to 7.5 Iron workers (ornamental) ..................... 22.4 to ?3.0 Cement masons. . . 23.0 to 27.0 Glazi-ts.................................. 16.6 to 20.0 Plasterers. . I. . .. v .. . .. .. ...... . . . . .. .. . . .. 15.8. to 13.0 Teamsters ................................ 22.0 to 22.5 Boil:tmakers ............................... 13.0 to 15.5 AD others ........ ........................ 16.4 to 17.5 Female Goals . 6.975 GOALS FOP. WOMEN Goals for the utilization of women by Federal ,nd federal;y ,ssisred construction Contractors were last pu6!iSacd do Aprd 7, 19:3 (• .'� ;•R 14838. 149GUO). Th: Apnl 7. !97,;, pubhe:irion includ.d a 6,9''.goal for the period from April 1. 11)'00. unto :.Iat-.h 31. 19') 1. Putvan't to 41CFR 60-3.6, the 5.910 Soil for female utnlization is cxtert, .d until further notice. 141 9 WAGE RATE DETE M NZ ATIOINS A. Attention shall be directed to the require of the paragraph hereinafter concerning minimum wage rates and so-called fringe benefits, and co the wage rate determinations hereinafter. The Contractor sha . be bound by all provisions of the wage rate and frim benefit determinations made by the governmental agent and by all pertinent laws controlling minimum wage ra and fringe benefits. B. The wage rate determinations which have ..--been or will be made for this construction project are for job classifications chosen by governmental agencies. Attention is directed to the requirements of the paragraphs hereinafter -concerning the classi- fication or reclassification of employees in con..or'... with the wage rate determinations. The listing of Job classifica-ions in the wage race determinations shall not be construed as a representation of the Dw:: that: 1. Pio other occupations will be necessa-y in the course of the per" Lance of the Contract _ work; or that ' 2. Such occupations are accurate; or that: ' 3. The offer of payment of the stipulates: rates will insure an adequata labor supply :or the Contractor or a� of his subcontractors. T: ' C. The Federal wage rf.te determination for ti_f Contract, as issued by the United Staces Depar _ent Labor and forwarded by the b ederal Aviation Admin-43".- has cmin-43has been or will be made, and such decermination sh- be included as a part of these Contract Doc=encs. The wage rate determination of the Depart= Labor incorporated in the ac.vertised specifications not include rates for the requested classifications below. The bidder is responsbile for ascertaining - r_ -rates payable for such classifications and whether a -- practice requires their use in accomplishing the wor•: 91 143 No inference concerning area practice is to be drawn -from their omission. Further, the omission will not, per se, establish any liability for increased labor costs resulting from the use of such classifications. The successful contractor will then inform the County Department of Labor of the actual rate he will pay that employee, and it should be reasonable in regard to that trade for that area. The County Department of Labor provides this information to .the following address requesting concurrence in the rate. Mr. Raymond Dolan ...Employment Standards Administration Division of Wage Determination 200 Constitution Avenue Washington, DC 20210 S i Copies of correspondence should be provided to this office. -' "BUY AMERICAN" CLAUSE The Buy American Provision of Public Law 92-217 - (section 21� of Public Law 92-500 as amended) as implemented by EPA regulations and guidance, generally requires that preference be given to the use of dc.mestic construction material ir: the perfoi:mar,c� of t::i:. ccrtract. I.,REQUIRED LABOR PROVISIONS M 11 • The following pages include acomplete copy of the "Required Lzbor Provisions in Contracts�� as provided to the Owner by the FAA. Also included, _ -following said "Required Labor Provisions In Contracts", is a copy of the i� Federal wage rate determination of the project. Strict compliance with the following labor provisions and wage rate determinations will be required throughout .the • life of the Contract. .In addition to the Federal requirements is the State of New York's labor requirements for airport development contracts and the state wage rates. NrM YORK STA=— DEPA:MCrT CF =1S?CRTAT1ON • Ai�.i��w♦ I�n.�n_1_••n...n�_ (��w_�.an* Qnn>> jo...un�� Jud lycd _ (Revised Aor4_1 !978)' -�.. • Tha following gill be incorporated verbatim in arV air?crt development cmtrsct which is eligible for State fu:dizZs under Chapter 7-7 of the Laws of 15`67: . 10 The work in this contract is included in New York State Cepart: eZt of Transportation Project No. PIN 0913.01.001 , which Is being under ta..en and acccm Lshed by the Tovn -of Southold and the State of New York under Czaloter T-7 of t1lis bans or 1567, pursuant to which the :.tate hes acz.eed to pay a cema!n :ercentage or tho allowable project casts. - i2ia State of :few York is not a pare to this contract and _o reference i n this coast_ ac : :a the Coamdssic•ar cf Tr^o-spertatica or ai:7 representative t erecf, or to arr rights grented to tha C=issicnar of .razspertat=Cn or =W representative t: erect' or c State be stew Ycrk, '-7 t: e eont.-•aet, male the State c:C !Iew York a par'rr to ;.his contract. 2.- The Ccnt-.ac.arh agrees not to assign, transfer, convey, sublet or otherwise d.spcse of this ccntr ct Cr ai:Zr ;_t t: e-re-cf, Cr of its right., title or interest +:.creta or ita peer to execute such e�catraet to any ;e -s=, cC.a^f or cCxpers;,icn wi_hcut the rrevicus Consent in ritird of ...e •w��iirni �'rCZ'j^.w3tir..a .•�. ..ti'.a of T: a.r3spc: is:ice. • _ - _ 3. The Contractor sha11 allow a=y aut; crized, representative of the Cc=missic•.ar of'r'4 :rc:tat:c3 to L:s^ect &nd review a ;q work or materials used in t!A re=:'oz-. s roe cf t :{s cent -.sot. �. The C=tractor agrees ;hat is accordance with its sta:•;s as an IMEMNME21T CC;1'Z Z w?,' : ccriduot itse2X x'::h such stats, •-t = t . + as =.- cla' : to *.-een of icer that 'it- ori..... ret hc2 a ..�..,,. i se_. ' cu„ or' emplgee of -•, *State by -erica hereof, a.: ::a;, it�r±'= lot by .� � d .ten•. reason he...._Of, _.::._.. ' , g j C13�."1? e......i CI dto-...1CSt_t � _.., :.r ::.r .°..^y right Cr r. iv:'.:' S spg? icable to an cf: icar or e_"';)? C1ee of t`e State, i nclu:j g, cut net '.--J:ad to, Wcr• en's ccve.age• Une--plcTment .. ze--ce Beneti Z, ..cc.s...e_• _� • cavern or Rati ezent a=er_hip or Credit. S. a:-'�•••�^c� -. T"he Cwt: sato ag•eas to procure and :sursrca of tie~ lads and '^ ::e =cun:z hereafter ^we%rtcad companies authc:iced to do Lwi:ess is New lark Sta;.e, zcveriz3 s1=-erat'_=s under :he :on:rsct, whether perfzr=_-d - or ty subccntrset:,rs. Before t!:e •ter Y t."' Par sh t :e State Cer :'.;*_-at2S is :;.:tet sati.il .0 ...: J to -=a C —4 s3:C ler sn co4 - ha. it has cc=:and -r.:h t z sc :ecuLa, c: s '' prcv:C:e that - to ;oL' c'_zs shat not to zhu gec: :.r :arse"zd un:i -_`7y :y cays r. -:::aa not=_e as leend=•: en :ha mss:, re The 'i::L�9 and 3yCU :3 .:f ' u sLce required axe as 144 11 145 a. Pol cy or ;c2 -:cies covering the of t::e in acccrd2nce the-,mvis_ms c.-7 ary ecpl,cable '•ti'Cr tea' Ccmpensaticn cr. Disabillzy Bene :ta Law, :ncludin., fcr the State cf New •!cr k, Chapter 41, Laws of 191,, as are- ed, known as the '.ticr=an's ,,..Wceasaticn Law, a^r- a.=e==--nts thereto, and Chapter E00 of •,.:.e Laws cf 19-0, as acended, known as the Cisab'_li;r Benefits Law, e.rd this aS.ee=eat , shall be •rcid and of ao e:: ect U:L!ess t: a Cca:rac :cr procures such policy Cr policies and =aiatai.^s ':he 3a= im fcrce the tern of his c=tract. B. Protective TUabt_' -Zr In surence issued to and covering the liabili ;r of the li:-iiciYal Cc:•acrati=, the State, the Comadssicner and all ea^lcyees or other representatives sof each of them, bo:.: of:icia 17 e= persca.!Iy :with respec,, to all cpera,..cas ta,.3e_ ,,..,e emissions and 311DPr•r'isc,^,% acts CY t,' -.e i., ^{C.aDal Corp ecratiC", the*State, the C=---4ssicrer and their ecpirjees or ether representatires. PoLcies of bcdi:4 ins•—./ '�sbi" :� and prcperrf damage 11abili'-y '....ssrs:.ce, eac- Tith ,•,its of liabiL q of hot less -than S=0,000 : cr a?,l lo=ges Irisins out of t�odi'_;l in �,:�I, i:.clr.i: g death at =tel tics resulting therefr cc st:sta= ed by me Fersca i : !,z,"r cze accident a.^ subject to that '-'--'-t fc. each perste; not less than. S)00,CCO 11 0 a.-JyJ., t a_t t...• i • roil ar d..ra5_s _.S , CI �w .� a_:,, � , -.. 1 :. ded .I at a�,� t`..,e ie-sul.- 6 therefr=, s13:airec cy taro cr =re persons { Z arV =e accident, and s 1 --ss ::e: I.I-I- CL, CCO .£cr all damagesa_-tial :�; =t of is ^I toL des ::1:c tic -11 of property in agr ce accident and subject to this . Lait per • accident', not less t ata S?CC,OZO for all' dMages arts:az cut of iuju_'^,, to or des czuctic3 Of grc..:er-.y d:.•-_: g e pC11cy period. . ALing the pe -.for --=c-,- of this contract, the Contractor agrees as tallows: a. The Contractor will .:trot disc 4nata against any ecplcyee or applicant for etplcy=nt because cin' race, creed, sex, color or national cr- V n, and will talm aif i.:...stive action to insure t.aat 2:ey 3r^e ai:cried equal elc5-=-a: crFor ::es trinccut ecause of race, creed, sex, color cr national crises. Such action shall_ be tin with reference to, but not Luted to: :ec:-.L: west, ecp=^,men:, job as�i��ezt, c.=ticn, upg ad i:.,;, de=oti=, tra:sfer, lsyof: or ter-'.....:stica, rates of pay or other fcr= cf cc=ensaticm, and selection for tr sizing or ret= at.J ag, c.ti:d:.ag apprenticeship ,=d cm -the -job job tr airing. b. The Cont-setor All -send to each labor union or representative of workers Ath •which he has or is board L-1 a collective bargain—Ing or other agree=ent or u:erstardir;, a notice, to be provided bf the State Divisim Of HU=n nights, advising such labor u_^ilea or representative of the Contractcr's ab-reement under clauses ( a) th -t•t:gh ( g) ( here Lna£ter called "nen-discr i=i! -q tion clauses") . _.' the Contractor •xas directed to do so L- y the ccntracti:19 agency as part of the bid or negotiation of w.is contract, t::e Contrectcr shall request such labor umim or representative • ' to furwish him xith a hrritTem stata=ent that such: labor union or representative will not discri=i :,ate because of race, creed, sex, color or natim..:1 crib n and that such labor unim or representative wiL af£i_-ativelzr cooperate, _ within t: a L..its of is legal and coat: _dual autacrity, is the i=Plementatica of tha poli cj and Lrcrisicis • cf these nom-discri= natim clauses or %tst it c=ents and agrees that recruit=ant, ealcjent and the tsz"..s and ccnditic'.s of emplcVment under this c=tract shat:. be La accc.—as ce with the purposes and orcvisicas o: :hese na:-discri-=aticn clauses. If such labor urim or representative fails or refuses to c=l;,• with such a rect:sst -,hat it fu_zz•rish such a statement, the Contractor shat= : r----ztly ncti.`J the state ' Divis-m of Hi -aa Rights of such failure or refusal. e. ':ht Contractor wii..-••,, post arli keep' : ccrspic,:cun places, available to esniees a:li a:.olc.r.s for notices to be prciided L -y tt.� Division of a Rights sett'..: g for -.h. the substance c: t:.e orcrisicns of Clawed (a) and (b) a .1 such rrcv_sic^s of the State's laws against discr=mi: atim as the State C'--^-'ssimer of Human ?.ights shat deter.^_..:e. d. The Cmt:actor will state, in all solicitations or . • the ;c: a=lclees placed :f or c1 behal,' of the Cczx-.-ac-.zr', that a2-1 .uslified armli s -n-.3 will) be • &Cf crded equal e=l ;l•_eat cpper :uaities :ri thcst diseri::inaticn because of race, creed, sex, color or •• national Irian. The C nt-neer Till Cc.^+p1;t arith • � � • C c 0. c �. ...,. �rcv_s_cns ct a t ,._cn 151-299 of :he c.xecu.i•re haw sr -d C--rl ?.igtits law, .mill fu_••nizn 3' 1 •i *cr•--atica ar: re -c• :.s deem- : J d rzcessa:-I the State :. ss.mer cf !A-=& :-snts ur-er :.hase nc•.- discri; :at -m c'_ausas and soca of :.:.e Executive Law, ind peroi. access to his becks, recores and aCCCIl.'1t3 `:.'yr the State Cc=missic:er of .1' r%n �.i?,::LS, :_ha AZ-er-_ey '_2re-rt_l ar.2 ha _.'..''L•Stri_l Czz=isziz.-a :'Jr ;.vi^cses .:.f isvestigstl-cm to ascertain cc='_iance -4-1 these nor.-.i.sc:.i:^.n3.icn c'_su3es sr, such secti:.ns of ba xec u t:'! _ Lam 3:1i :1-..U1 g� a:1:3 Law. 4 :. This contract os,, be „r . xj :h csnce_i__ , rated „ suspended, to -uncle or '_^ par :, �y the ccc:sc:.15 n_e^cy upon the basis of a f indd _n; x: de bf th_ S tate C:M= ss _ore: of iii.:-^ P-4bhts :. a : -.he Ccz:r sc .cr t:as ac. these non-discr:—aation clauses, sd the :.cnt:sctc: nay be declared inel -Ible for f:: --e- coat: _cts Wade by or zn behalf of the S;."" -E or a :uo': cr agency :.f :he Ste.' r•, un -til he satisfies ,.ae ::tate C 'I ssic•.ar. c!' P�ghts t:�a: ee has establ sne•' ar_ is in .,Cnf..r,—4 :y wl-e r_ v:s..:.s of these clauses. Such shall be made ml she State ic=, ssl=er of r --n IR:b3ts after ccnci2.iB.4-= eff erts by the 5 -:ata Division c:_ —n Plazt3 have failed to ac :.leve cam'.=��ce -- with these ncn-discr' ^a :i= clauses a:.: after verified complaint has been filed rit; tr—e State Divisic: o H -==H Rights, notice t: erecf ras • ,eea 8: ren to -== Cc=zrac ;,or atm an cppor tt:nity tris been off =ed hi-- to be heard _ publicly tefcre the Starz Cc=r--4 3sic ter of !'•� , g is or his designee. Such sancti=.s may be 4.-,,csed an.: . e.:edies invoked i- epend.64-1y of cr in to sat cti�,s -a.td remedies ot: er vii a -prcelded ty taw, g. The Ccrtrectcr` '�_ iaclt:de tba prcvisixs cf clausc-s (a) thralah (f) is every ru tract cr czasa o:^e_ in- -such a Fa=me" t:1E : ruch ^~Lvizi—e 7f!„ t,o:;I.'I:«^.� tact: -ach. subeentracto cr verder as to crera•-=s :o be ;.erfcreed within :hr State of "&w fcr y. '!'he Ccn:r sc :cr L' ta�� such acti'3 is e :fc::g �:ch prcvisiws of such sz:bc�„rsct or purchase order as rsy,_d'_rect, iaclu3:: g ssrc .icss : a dios s cr acn-•cc=lia :ce. 1 t: e Contractor becc=es i volved iz cr is tb e&.ened with li tigaticn with a sub:en=actor or vendor as a re_^ :. of such direction by the contracting agency, the Cw tractor shat p_c.pt?;7 so ` notiry tij jktto:•nE,y Ce :e: s ;, r cquesti. g :.:n to inmerre: a and protect t:.e interests of the State .cf Nzv fork.. - -- 7. Labe• it - - -- The Ccnt:scter specifically ag.ees, as required by the Labor Lax, Sections ZM and 224--, as &,resided, that: _ -- . The execution . cf this agreement by th.- Cc --tractor binds it to the following specific agreements required by 1s -r: _ .. 14 14 No. laborer, work== or rechat is in the Prplcy of the contractor, subcontractor or other person doing ar contracting to do the whole or part of the work included 1n the agreement shall be per=itzed- cr required t3 work =r-- than eight hours —1i ary one Calendar day cr, rcre than fire days in any one week in the per: ormance of' work is cl•.a:ed in ts13 agreement, except in the emergencies set forth in - the Labcr Law. I 'I t r b• The wages (includL g supplements) paid fc, a legal day's work shall to not less than the prevail -4z;; rate of wages (including upplements) as defined ty law. c. The mini=:, hourizr rate of 'wages (iacludirg supplements) to be paid shall not be less than that desi,;: ated by the Industrial Ccrmissicner. d. The =i ,m hcurly Tupplemen".*3 to be paid shill be is accordance 'Kith the prevaili :g practices 4- :he local { yJ where Vhe ccatr act is located and shill be not less than ' designated bf the Industrial Ca-_13s::,•:.er, SuapleMent3 as deli ed in Section 2200 of the Labor Law, az a= ded, mean &U re-"1n_raticn for e=lc-_ent paid :.a arr rediva Other than cash or re{�by�-3emeat i cr . exrer es cr e::f •-- payments 'which are not wages wit'nia • e rean,�na, cf th-A law, including, but not to be e1 h, we ? : a -re , =- oecupaticaal. d.sabil-4 7, ret' -1 --meat, vacat_m be:.e£its, holiday pay and =e insu+�ce. ' e• The Labor Lap prcv-ides ,'rat the agreement =xl be : orf ei ted • and no sum paid fcr a--,/ work d=e th ere :: der r=a seeerd ' • conviction for vir.L%12y pati :g Ness than: 1. The stipulated gage scale (iacl�.�in5 srrplempnts) as prrvi.ded in `.,Le Labor Law. Sec -.i= 220, :e3, wsubd:risz ane: , • - ' .. sc3lz w cr1:diag 2. The' stipu_1a„ed .i ::s har1,/ •• supplements) as provided in t,.:e Labor Law, Sectict 220-d, as aaerhed. C. The Ccatractor specifically agrees as regai.ed 'y the prcrrisicrs of Labor Lax, Sectica 220-x, as emended, that: ' �. In the h rI=g of a=lc; ees for the pe:: --:-_a=ce of 'work under :h:s cent=act or ar7 5ubccatract ::ere- under, no ecn _ seter, st:becatr, setcr, nor ary :ersea acting on of such co~:: actor cr subccat: actor', shall by meson of :see, cre*d, sex. -clor or ns;.iczal Origin d:sc:-i r^. a syo'- st a^y ci ti:.ez :.t •23e Sts :a • o£ New '_cr k •xno i3 yua.=Ied sad sysi_ab'_e to ; er:'c= the 'work to zti: h .: a emp I -";r ant relates. 2. No ccntrsctcr cr rubccntr sc t_ -r cr &tZr -erscm ca ris behalf, shi in q .: nze: disc:: r: s'e :.a:.i ycsta azo emnlcyee t_I ed for the rer:'c.-_snce ci wcr!c ur , e: the scccun-. of -.ace, creed, Sex, cclzr c: national— =t r—n. t r t w. ` f r -- y In t = ay �. :'here may be deduc ad _ . the _�c-tt.. ��,, pble to h. e erntr setcr tI S rata =der the as: ee ct s pen&: ;T of f:ve Collars f cr each persm : cr each ealende.•• day ct:.T44S wi• c': such cerscm xas ..e. r w i t� o i 1 .. -zI 31scr Ana d s�s._.st c+ �. �c tad � v.,,la._m • of the prov:s crs :,i t e agreement. ':'he ar•eesect ma-7 be cs ;^.e'...i.ed c: te=:.:ed by the -State err all- =m.:es due :: to beccme due therec:rder re`s be for:eited :'cr a saccnd Cr :.;t subsequent r::,latlw cf tze . ter- or cc= di ticas -- of tlii.s sectim of the agr rerez t. $ Col. Cr The Contractor agrees that this agreement may be cancelled or �terminated t7 tL'.e ..1,—Jcipal Ccrporatian 1: ezy work under -.h-'3 agreement is in cc=.f"l c . xi rh t :e prcv:sims of Sec%,- ?� Of the Public Officers Law. ' ' 9: .. as all lmcx-acv, data, arA find inp shall .te =ade available ori t :cut cost to the , State cL- its Lceasees fcr pub" .c use. 1A 1 { 1= V_4 =k OIt e r !alfa Agrees ti:at he rill cause all pemcn.s a=lcyed upon th—im work includ'..^. h:s subcmt—._-tors, agents, afficers and e--plcyees, , to ccmpl,v xith all applicable laxs is the jun sdictica in 'which•tia- work is perormed. a ' r STATE OF NEN YORK �(�: ,l, E E I E D DEPARTMENT OF LABOR ' " v BUREAU OF PUBLIC WORK a% LJ 10:S1bTE OFFICE BUILDING CAMPUS 1155 H;: ALBANY, N. Y. 12240 Schedule Type -COMPLETE 20 SUrf K l'JJN1Y;; YO ' Date 05/16/85 Refer, to: PREVAILING RATE CASE NO. Suffolk Co. DPW PRC 8503063 SUFFOLK COUNTY 01 to: C.Roger Meeker,Chief En9r. Location and Type of Project Suffolk Co. DPW Rehab.runways a Elizabeth Yaphank Avenue Field,Fisher's ISland,T/O Yaphank, NY Southold -FAA a8S-1-3-36- 11980 0029-01 In response to your request, enclosed are schedules of the prevailing hourly Wage rates and the prevailing hourly supplements for the above project, together with copies of -the Notice of Contract Let CPW-161 for your use. The schedules must be annexed to and farm a part of the specifications for this project when it is advertised for bids. These schedules have been prepared and forwarded in accordance with Section 220 of the Labor Law, which provides that it shall be the duty of the fiscal officer to ascertain and determine the s.chedulas of supplements to be provided and wages to be paid to workers, laborers and mechanics employed on public work proja^ts, and to file such schedules with the department having jurisdiction. The attached rates are based on the latest information available to the Department of Labor, Bureau of Public Work. Care should be taken to review the rates for obvious arr ors. It is the responsibiility of the Public Work contractor to use the proper rate. Any corrections should be brought to the Department's attention immediately. This schedule is applicable only from July 1, 1984 through June 30, 1985, unless otherwise noted. If ye,jr project goes beyond the period covered by this determination, a naw determination shou:d be requested when this schedule expires. Note: A 1983 AMENDMENT TO SECTION 220 OF THE LABOR LAW REQUIRES THE PRESERVATION OF ORIGINAL OR.TRANSCRIPT_ OF PAYROLL RECORDS FOR THREE YEARS FROM THE DATE OF COMPLETION OF THE WORK IN THE AWARDED CONTRACT. Very truly yours, CHARLES C. DROBNER, DIRECTOR NOTICE TO CONTRACTING AGENCIES : Upon cancellation or Completion of this project, enter the necessary informatioh and return this page to the ALBANY OFFICE of the BUREAU at the address listed below: PROJECT HAS BEEN Date Completed Date Cancelled Signature Title. Contracting Agency For. Additional information, cohtact the following DistrlCt Offices: St. Off. Bldg. a12, Campus, Albany N. Y. 12240 6S Court St. , Buffal o N. Y. 14202 ISS Main Street West, Rochester N.V.14614 IS Henry St.,Binghamton N.V.13901 17S Fulton Ave., Hampstead N.V.11S50 333 East Washington St.,Syracuse N.V.13202' 207 Genesee St., Utica N.V.13S01 30 Glenn St— White Plains N.Y.10G03 PW -200 .(8-84) NOTICE OF ADDENDUM APPLICABLE TO ALL COUNTIES 4 C t ).AS NOTED ON PREVAILING RATE SCHEDULES PAGES. The law requires that for those labor contracts which expire prior to July 1 and which are not negotiated before May 31, the date for publication of the annual datermination, the new collective bargaining Information will be incorporated Into the prevailing rate schedule by means of an addendum. This addendum will be Issued by the Bureau of Public Mork for those schedules where the available Information is incomplete as of May 31. When you review the schedule for particular occupations, your attention should be directed to the dates above the column of rates. These dates are the effective dates of the latest collective bargining agreements for that occupation. The rates listed 1n that column were taken from those agreements and will remain In affect until the following JUNE 30TH. The onSy exception is for those colle:.tive Aargining agreements which expired during the month of June. In those cases The Commissioner rill publish an addendum to include the new rates determined for thcsc ;C.ZL;ZLIon4. These r•ew ,.i.. ail; become of;ractive 30 days afivr the addendum is received py the contractor. To repeat, if the schedule indicates that a collective bargining agreement expires during the Month of June or where information was not available at the time of publication VOU should be aware that an addendum will be published and cop!! of the addendum sF•ould be requested. Failure to do so may cause an Improper rase to be used and re,:uit in the finding of an underpayment. docm: 13tter2 CONTRACT REQUIREMENTS I J 2 - Each public work contract to which the State, a public benefit corporation, a uhlCipal corporatloh or a commission is a party and which may involve the employment of laborers, workmen or mechanics, shall comply with the requirements of Article 8 CSectiOns 5020-2233 of the New York State Labor Law: 1. No laborer, worker or mechanic In the employ of the contractor, subcontractor or- other rother person doing or contracting to do the whole or a part of the work contemplated by the contract shall be permitted or required to work more than eight hours In any one calendar day Or more than five days in any one week except In the extraordinary emergencies set forth in the Labor Law or where a dispensation Is granted by the Commissioner of Labor. CSee Section 220.23 2. Each laborer, worker or mechanic employed by the contractor or subcontractor shall be paid not less than the prevailing rate of wages as indicated on the wage schedule provided by the Department, Bureau of Public work. The prevailing rate of wage shall be annually determined no later than thirty days prior to July first of each yesr. The prevailing rate of wage for the period commencing July first of such year through June thirtieth, inclusive. of the following year shall be the rate of wage set forth in such collective bargaining agreements for the same period, including those increases for such period which are directly ascertainable from such collective bargaining agreements in the annual determination. ICSe.9 Section 220.33 It shall be the duty of the department of ,jurisdiction to file with the fiscal officer, the classification of workers, mechanics and laborers to be employed on a public work project; together with a statement of the work to be performed by each classification. (See Section 220.3-a3 It. The COhtraCtOr and every Subcontractor Shall post ih a prominent and accessible place at the work site a stateMent of all wage rates and supplements to be paid or provided for the various classes of mechanics, workers or laborers. CSee Section 220.3-a) S. No employee shall be deemed to be an apprentice unless individually registered in a program registered with the New York State Department of Labor. The allowable ratio Of apn1-0ntices t0 .j-IurheyMeh in ahy Craft classification shall not be greater than the ratio permitted to the contractor asr.o his work force ch env job under the registered ;rogram. Any empjoyee who is "ot registered as above, shall be paid the prevailing wage rate for the JOurneyMan Classification of work actually pee formed. - The contractOh or sub:Ohtractor will be required to furnish written eviVence of the registration of hii program ane apprentices as well as of the appropriate ratios and wage rates for the area of r.Cnatruction, price, to using any apprentices on the contract work. CS** Section 220.3-e) Ca) No contactor, subcontractor, nor any person acting on his behalf, ;hall by P91113011 of race, creed, Color, disability, sex or national origin discriM'.hate against any citizen of the State of New York who is gvali•fied and available to perform the work to which the employment relates. CSee Section 220-eCa)) Cb) No contractor, subcont'ractOr, nor any parson act lter, on his behalf, shall In any Mahler, discriminate against or intimidate any employee on acco!ht of race, creed, color, disabiIity, sex oe national origin. CSee Sacti „s 220- eCb)) VOTE: The Human Rights Law also prohibits discrimination in employment because of age, marital stitus or religion. Cc) There Kay be deducted from the amount payable to the contractOr uhdar the contras'_ a penalty of five dollars foe• each calendar day during whim such person was discriminated against or intimidated in violation of the provisiLns Of the contract. (See Section 220-e(c)) (d) The Coe -tract may be cancelled or terminated by the State or municipnlity. and all Moneys due or to become due ti,ereunder, may be forfeited, fo- a second or any subsequent violation of the terms or conditions of the anti- discriMi:-tatiore sections of the contract. CSee Sec. 220-eCd)) M-3 C10-843.. f 4 ATTENTION: ALL CONTRACTORS AND SUBCONTRACTORS ENGAGED ON PUBLIC WORK PROJECTS IN NEW YORK STATE 153 INTRODUCTION: Below are the Major provisions of the Labor Law covering workers on public work projects. HOURS: A laborer, worker or Mechanic Is permitted to work on a public work project no more than eight hours a.day and he more than five days in a week, except in case of extraordinary emergency such as fire, flood or dangor to life or property. You may apply to the Bureau of Public Work for a dispensation permitting Workers to work additional hours or days per week on a particular public work proJect. WAGES AND SUPPLEMENTS: The wages and supplements to be paid sod provided for laborers, workers and mechanics employed on a public work proJect shall be not less than those listed in the current prevailing rate schedule for the locality where the work is performed. If -"S prevailing rate schedule for the project has not been provided to the prime contractor by the department of jurisdiction (i.e.,ths governmental entity awarding the public work contract), or to a subcontractor by the prime contractor, the applicable schedule must be obtained from the Department of Jurisdiction, who must make written application to the Bureau of Public Work, Labor Department, Building No. 12, State Office Building Campus, Albany, New York 12240 The prime contractor Is responsible for any underpayments of prevailing wages or supplements by its suUcontractors. PAYROLL RECORDS: Every contractor and subcontractor must keep origlnals or transcripts of pa.yroll records, snowing for each person employed on public work, the followih5. 1. Name, 2. Address and phone number, 3. Social Securi 'ky number, 4. C:cupeti ohal classifications in wh ch worked, S.Hourly wage rate,pald, G.Supplements provided, 7.Daily and weekly number of haurs worked in each classification, S.Deductions made, 9. a,.tual wages paid. When payroll records are requested by tha Commissionor each payroll rerord must be affirmed as true under the penalties of perjury which means a notarized sienature to that effect. Such records must be kept on the site of the work when the contractor, or subcontractor does not maintain a regular place of business In Now York State and the amount of the contr8c4 exceeds $25,000. All other cohtractors and subcontractors (,ust within five days afte.- request produce at the work site the orighal payrolls or trahscripts. The original payrolls or transcripts must be preserved for three yaars from the date of completion of the project. POSTING: The currant prevailing rate schedule must be posted la a prominent and accessible place on the site of the public work proJect. PW19 CG -84)... 10 (Continued) 154 NOTICE TO CONTRACTORS (Continued) APPRENTICES: Employees cannot be paid apprentice rates If they are not individually Paglstered under a program or agreement ragistered with the Commissioner of Labor. The ' contractor or subcontractor Will be required to furnish Written evidence of the Pegistration of its program and apprentices. and of the appropriate ratio. The allowable ratio of apprentices to Journeyman in any craft classification ca., be no greater than the ratio permitted to the contractor or subcontractor as to Its Work force an any ,Job under the registered program. An employee listed on a payroll as an apprentice, WhO'is not registered as above, must be paid the prevailing JourhayMen't Wage rate for that classification of work. , WITHOLOING 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 COMMiS6IOner of Labor believes that unpaid wages or supplements may be due, payments on the public Work contract may be witheld from the prime cohtractor In sufficient amount to satisfy the alleged unpaid wages and supplements, Including- lnterast and civil penalty, pending a final determination. INTEREST AND PENALTIES: If an underpayment of wages or supplements is found, intarest must be added a.t between 6 and 16 percent of.the amount due. In addition, an order directing the payment of Wages or supplements May assess a civil penalty of Up to 25 percent of the amount due. DEBARMENT: When final detarminatiors have been made against a contractor Or subcontractor _hn two Instances Within a six-year pariod daterrminin:T that it willfully failed tc pay " provide the prevell'ng rate of Wages or supplaMehtS, such contractor or subcontractor will ba ineligible to Old on or be awarded a public •ork contract for a period of flys years from the second final dot4rmihati0h. CRIMINAL SANCTIONS: Wilful violations of the Prevailkng Wage Law CAPticle 8 of the Labor .Law) cohsistitute a Misdemeanor punishable by fine or ImprisonMehi, or both. DISCRIMINATION: No amp,oyea or applicant for employment may be discriminated against on account of age, Pace, creed, color, national orig,n, sex, disability or marits, status. .Every employer.sub,Ject to the Now York State Human Rights Law Must conspicuously e:'ost at Its offices, places of employment or eMpioyMant training canters, notices furnished by the State Division Of Human Rights. :POSTING OF OTHER NOTICES: Every employer providing WOrkoP's coMpensatioh Insurance and disability benefits Must post In a conspicuous place notices of such coverage In fOrM rescribe'd by the Work+rs' Compensation Board. rEMployePs Must post In !.prominent place a sign Ihfor•mlng Workers of 'their Right to Know about toxic substances found in their Workplace CAPticle 28 of the Labor Law). ' PW 19 C6 -8Y)... docM: letter$ OVERTIME and HOLIDAY INFORMATION 7 1/1/85 OVERTIME C A ) Time and one half of the hourly rate after 7 hours par day. C B ) Time and one half of the hourly rate after 8 hours per day. C C ) Double the hourly rate after 7 hours per day. C D ) Double the hourly rate after 8 hours per, day. C E ) TiMe and one haif of the hourly rate on Saturday. C F ) Time and one half of the hourly rate on Saturday and Sunday. C G ) Time and one half of the hourly rate on Saturday and Holidays. C H ) Time and one half of the hourly rate on Saturday, Sunday and Holidays. C I ) Time and one half of -the hourly rate on Sunday. C J ) Time and one half of the hourly rate on Sunday and Holidays.' C K ) Time and one half of the hourly rate on Holidays. C L ) Double the hourly rate on Saturday. C M ) Double the hourly rate on Saturday and Sunday. C N ) Double the hourly rate on Saturday and Holidays. C O ) Double the hourly rate on Saturday, Sunday and Holidays. C P ),Double the hourly rate on Sunday. C O ) Double the hourly rate on Sunday and Holidays. C R ) Double the hourly rate on Holidays. C S ) Two and one half times the hourly rate for Holidays, if worked. ( T ) Triple the hourly rate for Holidays, if worked. C U ) Four times the hourly rate for Holidays, if worked. C V ) Incluing_benefits at SAME PREMIUM as shown for overtime. OTE: BENEFITS are PER HOUR WORKED, for each hour worked, unless otherwise noted in overtime conditions. EC220:PARA 2. -Each contract.... shall contain a stipulation that no taborer, Workman or mechanic.. .shall be permitted or required to work more than eight hours In any one colander dqy or work more than five days in any one week except in case of extroodinary amergencV.... Whenever such an "EMERGENCY DISPENSATION"Cemphasis added) Is grcnted, all work in excess of eight hours per day, and five days per week shall be considered overtime work., and ... shall be paid a pramium wage commensurate with the premium wages prevaii.ng in the area in which the work is performed." HO I04YS The Holidays as list.d below are to be paid at the wage rates at which the employee ' Is normally classified. C 1 ' ) None. C 2.) Labor Day. ( 3 ) Manorial Day and Labor Day. C 4 ) Memorial Day atd July 4th. C 5 ) Memorial Day, July 4th and Labor Day. C 6 : Now Years Day, Thanksgiving Day and Christmas Day. C 7 ) Lineoln'S BirtiNday, Washington's Birthday and Veterans Day. C 8 ) Good Friday. ( 9 ) Lincoln's Birthday. ( 10 ) Washington's Birthday. C 11 ) Columbus Day. C 12 ) Election Day. C 13 ) Presidential Election Day. C 14 ) 1/2 Day on Prosidential Election Day. C IS ) Veteran's Day. C 16 ) Day after, Thanksgiving Day. w C 17 ) July 4th. C 18 ) 1/2 Day before Christmas.Day. C 19 ) 1/2 Day before New years Day. C 20 ) Thanksgiving Day. C 21 ) New Years Day. C 22 ) Christmas Day. doom I a I I a r 6 PREVAILING RATE SCHEDULE C ! )Sae NOTICE PAGE ATTACHED tate of New York Case Number Bureau of partment of Labor Public Work -___ -- 8503063 2D - 1/01/85 SUFFOLK COUNTY Page 1 • BEST_OS WORKER WAGESCpar hour) 7/01/84- 1/01/85- 12/31/84 6/30/85 ` Insulation Worker.... S 17.89 18.19 OVERTIME PAY: See C C, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprantice(s) to Journeymen C - ) C - ) C - ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5%0SOY.. 70% 80% .SUPPLEMENTAL BENEFITS:Cper hour worked) Health/welfara........s 1.39 * App. 1.39 * App. Pans ion ............... 1.41 * % s 1.41 * % s Anhui ty..3.90 *apply 4.20 *apply Holiday Pay........... 2.08 toSupps 2.38 *toSupps Listed supplaments apply to ALL classifications C )Yas C x )No. * Apprentice supplemehts appear in second Column. 8-12 2_L_E=RMAKER WAGESCpar hour) 8/01/83- 9/01/84- / / - 8/31/84 Bollermaker.......... S 21.06 OVERTIME PAY: See C ) on OVERTIME PAGE attachad. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprentiCOCs) to Journeyman C 1 - 5 ) C 1 - 10 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. ?ND. 3RD. 4TH. STH. ETH. -,'T H. ETF!. 61. 65Y. poi 7S% 50% 851A 90% 100E SUP!'LEMENTAL BENEFITS:Cpar hour worked) Henith/welfare........ ; 5 % _ Pars i on. 30 % Apprentice Training... .04 Vat.ati on .............. 7 % Annuity....... ...... 15 % Listed supplements awply-to ALL classifications C x )Yes C )No. 8-5 AZ_IER WAGESCpar hour) 7/01/84- 1/01/85- 7/01/85 1/0186 12/31/84 6/30/85 12/31/85 6/30/86 Glazier .............. S 19.05 19.05 19.30 19.80 -OVERTIME PAY: See C C ) on OVERTIME PAGE attached. VA10 HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: App:-OhticeCs) to Journeymen C 1 - 5 ) APPRENTICES: C 1/2 ) Yaar terms at the following percentage Of Journeyman's wage. Indentured prior to July 1984 1ST. 2ND. 3RD. 4tH. STH. 6TH. 7TH. 8TH. 5%0 60% 70% 7S% 80%. 85% 901A 95% � Indentured after July 1.1984 1ST. 2ND. 3RO. 4TH, STH. 6TH. 7TH. 8TH. 30% 35Y. 40Y. 45% 55% 65Y. 75y. 90% SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare ........ i 1.01 *1.01 1.26 *1.26 1.26 *1.26 1. 26 *1. 26 Pens i On ............... 1.01 *1.01 1.01 *1.01 1.26 *1.26 1. 26 *1.26 Apprehtice Training.... 01 * .01 .01 * 01 .01 * 01 01 * .01 Vacati on .............. 1. 07 * ■ % 1.32 * • Y. 1. 32 * ■ Y. 1. 32 * = Y. Anhui tY.......... . .... 3.00 *Note 3. 25 *Note 3. 50 *Note 3. SO *Note Note - Apprentice Annuity: - 1st yr -None / 2nd yr -.7S / 3rd yr -1.10 / 4th yr -1.50 Listed supplements apaly to ALL classiflcations C )Yes C x )No. i Apprentice supplamohts-appear in second column. 8-1087 PREVAILING RATE SCHEDULE C t )See NOTICE PAGE ATTACHED State of New York Ca.e Number " Bureau of Department of Labor 8503063 Public Work _- 2D - 1/01/8S SUFFOLK COUNTY Page 2 y CARPENTER WAGES(per hour) 7/01/84- 7/01f85- 7/01/86 6/30/85 6/30/86 6/30/87 Building: Floorlayer........... s 18.66 19.66 20.66 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticeCs) to JourneyMen ( 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. IST- 2ND. 3RD. 4TH. SS% 65% 75% 95% SUPPLEMENTAL BENEFITS:Cper hour worked) - See below. 8-2241/2287 ------------------------------ WAGESCPar.i►our) 7/01/84- 7/01/85- 7/01/86 - 6/30/85 6/30/86 6/30/87 Building: MI I Iwright..........-. 18.29 -18.79 - 19.29 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: AppranticeCs) to Journeymen C 1 - 7 ) APPRENTICES:. C 1 ) Year terms at the follOw.in% percentage of Journeyman's wage. - QST. 2ND. 320. 4TH. - _r5% 65% 7S/ 9S% --SUPPLEMENTAL SENEI-ITS:Cpar hour worked) - see balow, 8-740 ------------------------------ MAGESCper hour)------- 7/01/84- -7/01/85- 7/01/86- 6/3:/63 6/30/F.S G/6Oi87 PI 1 edri ver........ ... 18.66 19.6A 20. L6 Dockbui lder............• 18.66 19.66 20.56 OVERTIME PAY: See C D, 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: Secy C 1 ) on HOLIDAY• PAGE attar.had. ALLOWABLE RATIO: AppranticeCs) to JourneyMen C 1 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's 1ST- 2ND. 3RD. 4TH. - - - SS% 65% 73YS - 95% - EUPPLEMENTAL BENEFITS:Cper hour worked - Seo below. 8-1456 ------------------------------ WAGE Cpal- hour) 7/01/84- 7/01/85- 7/01/86- 6/30/85 6/30/86 6/30/87 Marine COnStPUCtiIn: Marine Diver. $ 22. 14 23.33 24. S2 __ __ ... Tender.... 17.27 18.19 19.11 - OVERTIME PAY: See C O, 0 ) On OVERTIME PAGE attached. --PAID HOLIDAYS: Se^ C 1 ) on HOLIDAY PAGE attached. -ALLOWABLE RATIO: App-renticeCs) to JoUPneymee C 1 - 7 ) APPRENTICES: C 1 •) Vast- terms at the follOwln-: percentage of JOurneyMan's wage. _ JS�T. 2ND. 3RD. 4TH. S%7 65% SA 95% _ _ -SUPPLEMENTAL BENEFITS:Cper hour worked- See beiow.- 8-1456/D ------------------------------ -WAGESCper hour) 7/01/84- 7/01!95- 7/01/86- 6/30/85 -6/30/86 6/30/87 T i MberMan ..... $_173S - 18.27 19.19 OVERTIME PAY: See C O. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: Seri-C 1 ) on HOLIDAY PAGE at+ached. ALLOWABLE RATIO:.N;prentlCQ(S) to JOUPneYMen'C 1 - 7 ) SUPPLEMENTAL ©ENEFTS:C.par hour worked - Sao balow. 8-1536h ------------------------------ PREVAILING RATE SCHEDULE •C # )Sae NOTICE PAGE ATTACHED State of Naw York Case Number Bureau of ■apartment of Labor Public Work 85030(33 20 - 1/01/85 SUFFOLK COUNTY Page 3 arpentQr CCOnt) i The following SupplemQntal Benefits apply to the proeceeding Carpenter C? categories and/or occupational titles unless otherwise noted. Q SUPPLEMENTAL BENEFITS:Cpor hour worked) for ALL Categories Except 1st & 2nd Year Apprentices Health/Welfare........; 2.27 2.40 2.67 PQns i On ............... 2. 20 2.49 2. 59 Annul ty. 2.07 2. 42 2. 94 Apprentice Training... 15 .15 .15 Vacati on .............. 2.00 2.26 2. 40 SUPPLEMENTAL SENEFITS:Cper hour worked) for 1st& 2nd Year Apprentices indentured before June 30,1984 Health/Wei far a........ i #2. 27 #2.40 #2. 67 PQnsl on ............... #1. 32 #1.'49 #1. 5S Annuity ............... # .72 # .72 # .72 Apprentice Training... # .15 # .15 # .15 Vacation...'........... # . 84 # .87 # . 93 SUPPLEMENTAL BENEFITS:Cpar hour worked) for 1st A 2nd Year Apprentices indentured after July 1,1984 Health/Wei fare ........ # #2.27 #2.40 #2.67 Pension ............... #1. 10 #1.25 #1. 30 r Annuity. # 60 # .60 s . 60 Apprentice Training... #-.15 # .15 # .15 Vacation .............. #..70 # .73 # .78 Listed supplements apply to ALL classifications C )Yes C x )No. C # ) Apprentice SJPPIOments appear in second Column.Clst and 2nd year only. All others rQCQivQ JournQyman supplQmQnts.3 8-nyc/supp WAGESCper hour) 7/01/84- 7/0'_/85- 7/JI/SS- 6/30/85 6/%0/86 6/30,f87 Building: Carpenter............ s 19.07 20.57 22.17 Heavy/Highway: Carpenter............ t 19.12 20.62 22.22 OVERTIME PAY: See C ) on OVERTIME PAGE att:chad. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticaCs) to Journeyman C 1 - 5 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2NO. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. -5074 55% 60% 6S% 70% 75Y. 80/ 8SX SUPPLEMENTAL SENEFITS:Cpar hour worked) Health/Welfare........ $ 2.09 -2.09 •2.09 Pans l on. . .. 2.13 2.13 2.13 ' Apprentice Training... .04 .04 .04 Vacation........... • .. 1.00 1.00 1.00 Annuity ............... .?S - -. 7S .75 Listed supplQments apply to ALL classifications C x )Yes C )No. 4-SUF r State of Now York Department of Labor PREVAILING RATE SCHEDULE C s,)Soe NOTICE PAGE ATTACHED Case Number Bureau of Public work 8503063 20 - 1/01/a5 SUFFOLK COUNTY Page 4 ELECTRICIAN WAGES(per hour) 4/30/84- 11/05/84 11/04/84 4/30/85 Electrician.......... i 19.65 20.30 Audio/Sound.......... 19.65 20.30 OVERTIME PAY: See ( C, O ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C S. 6, 30, 16 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen ( 1 - 1 ) C 2 - 4 ) C 3 - 7 ) APPRENTICES: C 1 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 40% 50% 60% 70 y. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/welfare........ = 7%•.35 7%+.35 Pens i on...7. S% 7. SK Supp I. Uhemp 1 oy. Benef i t 25 .25 Apprentice Training... 10 .10 Annuity. 11% 11% Benefit Fund.. 3 % 3% Vacation and Hol i day.. 9.S% 9. 5% Listed supplements apply to -ALL classificationsCx)YesC )No. 4-25 ------------------------------ - --- - WAGES par hour) 5/01/84- 5/01/85 - 4/30/85 4/30/86 Telephone " Installor/Repairman.$ 16.86 17.65 Foreman........... . 18. 46 19.33 OVERTIME PAY! See C 8, E, P ) on OVERTIME PAGE attached. PAID_HOLIDAYS: Sew ( S. 6, In, :6 ) on HOLIDAY 04G•E sttached. ALLOWABLE RATIO: Apprehttco(s) t Journeymen C 1- 1 C 2- 4 ) APPRENTICES: C 1 ) yaar terms at the following wage. 1ST. 2NO. 3RD. 4TH. 5.. 42 6. 30 B. 4.4 9. 70 SUPPLEMENTAL SENEFITS:(par hour worked) Health/welfare........= 10 % 10 % Pans i on... 7 % 7.S% Apprentice Training... 5/8 % 5/8% Annuity. 11 % 12 % BenefitFund. 3 % 3 % Vacation and Hol i day.. 8. 5 % 9. 5% Listed supplements apply to ALL classifications C x )Yes C )No. 4 -25t ---------------------•-------- Applicable on MAINTANENCE of traffic signals and street lighting only. WAGESCPar hour) 4/30/84- 5/01/85 / El ectri ct.an (Traffic/Street)..... 15.80 VERTIME PAY: Soo C 8, E ) on OVERTIME PAGE attached. AID HOLIDAYS: See C S. 6, 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCs) to Journeymeh C 1 - 1 ) C 2 - 4 ) C 3 APPRENTICES: C 1 ) year terms at the following Percentage of Journeyman's wage. M. . 2NO. 3RD. 4TH. 40% 507 60y. 80% a SUPPLEMENTAL BENEFITS:(per hour worked) Health/welfare........ = 8 % Pens 1 on. . S.5% Apprentice Training... 1/2% Benefit Fund.......... 3 % Annul ty............... 9 % Vacation and Holidays. 8.5% Listed supplements apply to ALL classifications C x )Vas C )NO. 4-25m PREVAILING RATE SCHEDULE C. t )Soo NOTICE PAGE ATTACHED tato of New York 'Case Number Bureau of partment of Labor Public Work 8503063 20 - 1/01/85 SUFFOLK COUNTY Page 5 ONWORKER WAGESCper hour) 7/02/84- / / - 12/30/84 Structural........... = 16.90 •RI99ar"s.. .. 16.90 Machinery Movers.... 16.90 11 Erectors.... 16.90 OVERTIME PAY: See C B, E, O ) on OVERTIME PAGE attached. ' PAID HOLIDAYS: See C on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehtiCQCs) to JOurneyMeh C 1 - 10 ) APPRENTICES: C 1/2 ) Year terms at the following wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. $9.24 9.a4 9.84 10.45 10.45 10.45 SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Wei fare........ * 2. 20 *2. 20 Pons i on. 3. 00 *3. 00 Apprentice Training... .18 * .18 Vacation .............. 2. 60 *2. 00 Annul tV. 4. 30 *2. 15 Benefit Fund.......... 1.00 * .50 Listed supplements apply to ALL classifications C )Yes C x )No. * Apprentice supplements appear in second column. 8-40/361 ------------------------------ WAGES(per hour) 7/15/83- 7/01/84- / / - 6/30/84 Reinforcing.......... 18.13 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: App►•antlCOC's) to Journeymen C - ) C - ) APPRENTICES: C 1 year terms at the following perCehtagQ of JournQVMan•s wagQ. 1ST. 2ND. 3RD. 4TH. STH. 6TH. ;TF. 8TH. 39% 00% 00% 00% ,0 Y. OO Y. 00'/. 00% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare ........ = 1.385 *. 1.385 Pension... .... 985 * 985 .Apprentice Training... O1 * 01 Vacation .............. 1.00 * Annuity..... 2.50 * - Scholarship Fund...... 02 * 02 Listed supplQMents apply to ALL classifications C )Yes C x )No. * Apprehtico supplements appear 11, second column. 8-46 ------------------------------ WAGESCper hour) 7/01/8%- 1/01/85- 12/31/84 6/30/95 OrhaMQhta l . . . . . . . . . 16.98 17.2S Chain Link Fence...... 16. 90 17.25 OVERTIME PAY: Sao C D ) on OVERTIME PAGE atteche4. LAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprQhtiC6C33 to JournQYMeh C - ) C - ) C - ) APPRENTICES: C 1/2 ) year terms at the -following VQrcQhtagQ of JOurnQVman's w»gQ. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 60% 65% 70% 80Y, 90% 95% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare ........ * 1.52 1.52 Pension .... 1. , 1.96 Apprentice Training... .25 .25 Vacation .............. 2.10 2.10 AhhuitV....... ...... 4.00 4.40 Listed supplements a;piV to ALL Classifications C x )Yes C )No.- 8-580 i 4 PREVAILING RATE SCHEDULE C * )Sae NOTICE PAGE ATTACHED State of New York Cave Number Bureau of Department of Labor Public Work 8503063 20 - 1/01/85 SUFFOLK COUNTY Page 6 a ELEVATOR WAGES Cpar hour) 7/01/84- 7/01/85- 7/01/86 - 6/30/84 6/30/86 6/30/87 1 6 1 Elevator Constructor... * 19. 85 20. 91 21. 97 •• He 1 per.. 14. 89 15. 68 16. 48 Elay. (Modernization).. 16.81 * 17.69 18.57 •' '• HaIpar.. 12.61 13.27 13.93 OVERTIME PAY: CONSTR. Sea C C, M, T ).On OVERTIME PAGE attached. OVERTIME PAY:MOOERN.See C B,F,S ) on OVERTIME PAGE attached. PAZD HOLIDAYS: See (5,6,7,11,12) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C - ) C - ) C - 7 APPRENTICES: C ) year terms at the following percentage of Journeyman's wage. 1ST. 2N0. 3RD. .4TH. STH. 6TH. 7TH. 8TH. 00% 007. 00'/. 00% 00% 00% 00'/. 0.0% SUPPLEMENTAL SENEFITS:Cper hour worked) Hea I th/We I fare. .... ... * 1. 645 *1. 645 1.795 *1. 795 1.945 *1. 945 Pension.. 1.27 *1.27 1.41 *1.41 1.55 *l. SS Training Fund......... 035 * .03S .03S * .03S .03S * .03S Annuity -(per work day) 8.00 *8.00 8.00 *8.00 8.00 *8.00 Listed supplements apply to ALL classifications C )Yes C x )No. t •'Modernization'• supplements appear in second column. 8-1 LABOR"R VAGES(per hour) 7/01/84- 7/01/85- 1/01/86- 7/01/b6 6/30/85 12/31/85 6/30/86 6/3C/87 Building Laborer: All CIAsci Pica{i ons... * 14. 7S 15. 40 16. 05 17. 25 OVERTIME PAY: See C A, H ) on OVERTIME PAGE attached. _ SAID HOLIDAYS: Sse C 5, 6, 10 ) on HOLIDAY PAGE attached. SUPPLEMENTAL SENI'FITS:Cper hour worked) as I th/Wei fare........ * 2. 20 2.20 2.20 2.20 'Pepsiofi............... 2. 0S 2.OS 2. OS 2.05 Vacati on .............. 1. 00 1.00 1.00 1.00 Other ................. 13 .13 .13 .13 Listed supplamenfo apply to ALL ------------------------------ classifications C x )Yes ( )No. 4-66 WAGESCper hour) 7/15/84- 1/C1/85- 7/01/8S- 7/01/86 12/31/84 6/30/85 6/30/86 6/30,'07 LaborerCHeavy/Highway): Group S 1: Asphalt Rakers and Formsetters. Group S 2: Asphalt Shovelers and Tampers. Group x 3: Basic Laborer, Power Tool, Trackman, Landscape. Pipelayer, ' Jackh.mmer and Concrete. Heavy/Highway Laborer: Group s 1.............. * 13.20 13.20 14. 15 15.17 Group s 2 ............. 12.90 12.90 13.83 14.83 Group s 3 ............. 12.43 12.43 13. 03 13.66 OVERTIME PAY: Sea C ) on OVERTIME.PAGE attached. AZO HOLIDAYS: Sae C ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare.. .....* 12 % 12 % 12 % 12 % Pan$Ion......... ..... 13 % 13 % 13 % 13 % a Vacation... ......... 75 1. 00 1. 00 1. 00 Other(Legal).......... 1 % 1 % 1 % 1 % Listed supplements apply to ALL classification: C x )Yes ( )No. 4-1298 State of New York Department of Labor PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Cise Number + Bureau of Public Work 8503063 25 - 1/01/85 SUFFOLK COUNTY P692 .7 LATHER - WAGESCpar hour) 7/01/84- 1/01/85- / / - 12/31/84 / / Lather CWood Wire 8 Reinforcing)... 19. 99 OVERTIME PAY: See C C. 0 ) on OVERTIME PAGE attached. PAID HOLIDAYS: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE PATIO: ApprenticeCs) to'Journeymen C 1 - 5 ) APPRENTICES: C 1 ) year terms at the following percentage of JournoyMan's wage. IST. 2ND. 3RD. 40% 75% 85% SUPPLEMENTAL SENEFITS:Cpar hour worked) Health/Welfare ........ * ' 1.385 * 1.385 Pons i on. .... . 985 * . 985 Apprentice_Training... .01 * .01 Vacation .............. 1.00 *app IY x Annusty............... 2.50 *apply % Scholarship Fund...... .02 * .02 Listed supplements apply to ALL classifications C )Yes C x )NO. # Apprentice suppieMents appear in second column. 8-46 JASON/TILE/TERRAZZO WAGESCper hour) 6/01/84- / / - S/31/85 Ruilding: Bhi ck 1 aver............ S 18.19 OVERTIME PAY: See l' C, R ) on OVLRTIME PAGE attaehud. PAID Sse ( 1 ) On HCC.IZAY TACE atLach.d. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C : - 30 ) APPRENTICES: C 750 hours) terms at the following percentage of Journeyman's wa3a. 1ST. 2ND. 3RO. 4TH. STHCSOOHR) 6THCSOOHR) SOY. 6.0% 70% 80% 90% 95% SUPPLEMENTAL BENE_tTS:Cper hour worked) Hea 1 th/We I fare........ i 1. 88 Pens 1 on. .... 2.64 Apprentice Training... 1S Annuity ............... 2.OS Listed suppleMents apply to ALL classifications ( x )Yes ( )NO. 8-NYO." ------------------------------- WAGESCper hour) 7/01/84-- 6/30/8S Cement Finisher....... 17.00 OVERTIME PAY: See C C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to JourneyMen C 1 - 10 ) APPRENTICES: C 1/2 ) Year terms at the following percentage of JournevMan's wage. 15�. 2ND. 3(0: 4TH. 5TH. 6TH. Sox 60 Y. 70/ 80% 90% 95% SUPPLEMENTAL SENEFITS:Cpar hour, worked) Health/Welfare........ * 2.11 Pons i on... 2.60 Apprentice Training... .01 Vacation .............. 1.00 Annuity ............... 2.30 Listed supploMontA apply to ALL classifications C x )Yes C )No. 4-780 .............................. s a e ft 4 PREVAILING RATE SCHEDULE C >k )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor PVolic Work 8503063 SUFFOLK COUNTY Page 8 Mason CCOnt) 1 WAGES(per hour) 7/OS/84- 12/31/84 Building: - Plasterer ............. 16.82 OVERTIME PAY: See C A. 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Sea C 1 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Apprantice(s) to Journeymen C 1 - 1 ) C 1 - 4 ) APPRENTICES: C ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. BTH. Oo% 00% 00% 00Y. 00'/. 00% 00: 00X SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 2.80 Pens i on. .-. -- Apprentice Training... .01 Vacation. - ..... 1. 83 Scholarship Fund...... .01 Listed supplements apply to ALL classifications C )Yes C x )No. 4-8SZ ------------------------------ • WAGESCpar hour) 7/15/83-^ _ - 7/01/84- 6/30/84 Building: Mosai c A Terrazzo Work►r.. 16.93 OVERTIME PAY: See C ) on OVERTIME PAGE attached. AIO HOLIDAY: See C ) on HOLIDAY PAGE attaehad. ALLOWABLE RATIO: A,)pranticaCs) to JOUrneVman C - ) C - ) C -APPRENTICES: C ) year tarms at the following percentage of Journeyman's Wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. ; TH. 8TH. 0`0% 00% oo). 0 0 A 00% 00% ,,c% 00% SUPPLEMENTAL eENEFTTS:(par hour worked) Health/Welfare . . ...... s 1. 17 Pans I on...1. 50 Supp. Uhemp I oy. Benefit. 45 Vacation........... ... s 1. 00 Listed supplements apply to ALL classifications t. x )Yes C )No. 8-3 ------------------------------ WAGESCpar hour) 7/15/83- 7/01/84- - 6/30/84 Building: Mosaic and Terrazzo Helper.. 14.98 VVERTIME PA -Y: See C - ) on OVERTIME PAGE atta--had. PAID HOLIDAY: See C ) on HOLIDAY PAGE attac.%od. ALLOWABLE RATIO: ApprentlCO(S) to Journeymen C - ) C - ) C - )• APPRENTICES: C ) year terms at the following percentage of Journeyman's gage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. Cox 00 Y. -- 00 Y. 00Y. - 00% 00% CO% 00% SUPPLEMENTAL BENEFITS:Cpar hour worked) -Health/Weifara........$ 1.17 .Pans I on... ... 1. 50 .Supp• Unompl oy- Benaf . t. .4S Vacati on ........... .. .50 Listed supplements apply to ALL classlficatlons x )Vas C )No. 8-35 tate of New York partmaht of Labor PREVAILING RATE SCHEDULE C * )Sae NOTICE PAGE ATTACHED` Casa Number Bureau of Public Work 8503063 20 - 1/01/85 SUFFOLK COUNTY Page 9 sonCCont.) WAGESCper hour) 6/04/84- 12/03/84- 12/02/84 5/26/85 Building: Tile Setter........... 16.78 16.78 OVERTIME PAY: See C A, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: Seo C 1 3 on HOLIDAY PAGE attached. ALLOWABLE RATIO: 'Apprentice(s) to Journeyman C 1- 1 3 C 1- 2 ) APPRENTICES: C N/A ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3110. 4TH. 5TH. 6TH. 7TH. 8TH. N/A N/A N/A N/A N/A N/A N/A N/A SUPPLEMENTAL SENEFITS:(per hour worked) Health/Welfare........; 218 2.18 Pens i on ............... 2.. 25 2. 25 Vocati on.. , _.......... 1. 085 1.62S Listed supplements apply to ALL classifications C x )Yos C )No. 8-52 ------------------------------ WAGES per hour) 7/02/84 - 1/01/85- 12/31/84 6/3.0/85 Bvi-IdI ng: Tile Layer Helper..... ; 15.81 17.23 OVERTIME PAY: See C A, 0 3 on OVERTIME PAGE attached. SAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWABLE PATIO: AporanticaCs) +o Journeymen C 3 C - ) C - ). SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 1.50 1.50 Pension ............... 1.42 1.43 Vacation ............. .58 .58 L?sted supplements apply to ALL classifications C x )Yes C )No. 8-88 WA:SESCper hour) 7/01/84- 7/03/85- 1/01/86- 7/01/86 6/30/85 12/31/85 6/30/86 6/30/87 WaterprooferCMason) - and Tuckpoi nter.. ... ; 15. 80 17.40 19.15S 19.90 Sandb l a s t i ngC Ma s on:. .. 14.85 16.45 17.70 18.9S Steamcleahi ngCMasor).. 14.20 1S.80 17. 05 18.30 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE ottaLned. ALLOWABLE RATIO: ApprenticeCs) to Journeymen C 3 - 5 ) APPRENTICES: C 1 ) year *arms at the following percentage of Jourhayman's uage. 1ST. 2ND. 3RG. 5S% 70% 85:. SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 1.75 #1.75 1.75 *1.7S 1.75 #1.75 1.7S *1.7S Pens i on ............ . .. 3. 00 *1.7S 3. Oil *1.7S 3. 00 *1.7S 3. 00 X1.75 Benefit Fund.......... 10 % # .69 10 Y. * .69 10 Y. # .69 10 Y. # .69 Training Fund......... 08 # . 07 Or * .0a 08 * .08 .08 * . 08 Annuity ............... 2. 00 # . 55 2. 0: * . 55 2. 00 * . 55 2. 00 * . 55 Listed supplements apply to ALL classifications C 3Yes C x )No.+ # Apprentice supplements appear in second column. 8 -SSW PREVAILING RATE SCNCDULE C * 7Saa NOTICE PAGE ATTACHED State of Now York Case Number Bureau of Department of Labor Pub'llc Work 8503063 ot 20 - 1/01/85 SUFFOLK COUNTY Page 10 PAINTER WAGES(per hour) 10/01/83- 9/30/84 Steel: Steel............ 17.55 •' Spray. . MOS '• Sandblasting..... L9.05 " Power Tool....... 19.05 OVERTIME PAY: Seo ( A. E, 0 ) on OVERTIME PAGE attached. PAID HOLIDAY: See C 1 ) on HOLIDAY PAGE attached. ALLOWADLE RATIO: ApprenticeCs) to Journeymen C 1 - 10 ) APPRENTICES: C 1 7 year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 7TH. 8TH. 40Y. 60% 00% 00'/, 00% 00 Y. 00% 00% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........; 9 % Pension. .... 7 X Apprentice Training... .09 Vacation .............. S % Annuity ............... 10 % Listed supplements apply to ALL classifications C x )Yes C )No. 8-806 ------------------------------ WAGES(per hour) 2/01/84- 8/01/84- 2/01/85- 7/31/84 1/31/85 7/31/85 Drywall Taper......... ; 16.36 17.03 17.36 OVERTIME PAY: See ( C, 0 ) on OVERTIME PAGE attached. SAID HOLIDAY: See C 1 ) on HOLICAY PAGE attachad. ALLOWABLE RATIO: Aporentice(s) to Journ&ymen C - ) C - ) C - 7. A"PREN7IC-E5: %, 1,L ) roar term.: a; +_13 f^!'ow!ng percentage of Journeyman's wage. 1ST. 2ND. 3RLI. 4TH. SO% 601A 75i 90% SUPPLEMENTAL BENEFIIS:Cper hour worked) HesIth/WeIfara........; 1.88 *13% 1.9S *13% 2.01 *13% -.2S -. 2S -. 25 Pens I on ........... . ... 71 *. 71 71 * . 71 71 * . 71 Vacation .............. 1.47 * 9 % 9 % * 9 % 9 % * 9 % Annuity ............ .. 1.63 *10% 10 % *10 % 10 % *10 % Apprentice Trai ni nf:... . 01 .01 .01 .01 .01 .01 Listed supplements apply to ALL classifications C )Yes C x )No. C*)Apprentice Bene+its appear in second column. 8-1974 ------------------------------ WAGESCper hour) 4/01/84- 7/0+/84- 3/31/85 Brush.... ... ; 15.77 Structural Steel...... 19.30 Spray, Scaffold....... 17. S3 SDhdb l asti ng....... ... 19. 30 Bridge ............ ... 19.30 OVERTIME PAY: See C C, R ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( 5, 6 ) on HOLIDAY PAGE atta.had. ALLOWABLE RATIO: A►:prentice(s) to Journeymen C 1 - 5 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. 5TH. 6TH. 50% 60% 65% 70% 80'/. 90% SUPPLEMENTAL BENEFITS:Cpar hour worked) Health/Welfare........; 1.85 *1. 3S Pans i on... .... 1. 20 *1. 20 Apprentice TralnihC... .26 *-.26 Vacatlon.............. 1.20 * ■ X Anhui ty....1.65 * ■ % Other CLegal)..... ... .10 * .10 OVERTIME PAY: Sao C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticeCs) to Journeyman C - ) C ) C - ). fisted supplements apply to ALL classifications C x )Yes C )No. (*) Apprentice Supplements appear in second column. 4-1486 PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of apartment of Labor Public Work 8503063 20 -'1/01/85 SUFFOLK COUNTY Page 11 LAUMBER WAGESCp@r hour) 7/01/84- 1/01/85 12/31/84 6/30/85 Plumber .............. i 18. 75 19. SO OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprehticeCS) to Journeymen C 1 - 5 ) APPRENTICES: C 1 ) Year terms at the following wage. 1ST. 2ND. 3RO. 4TH. 8.44 9.38 12.19 13.13 for 7/01/84 to 12/31/84 8'.78 9.7S 12. 68 13.65 for 1/01/85 to 6/30/85 SUPPLEMENTAL SENEFITS:Cpar hour worked) List yr *let yr Health/Welfare........= 1.35 * .83 1.35 * .83 PehS I on... .... 2. 71 *1. 74 2. 96 *1. 89 Apprehti ce -Trai n{ hg... 37 * 24 .37 * .24 Vacation .............. 1. 30 * . 75 1.30 * .7S Annuity .............. .71 * .36 .71 * .36 Listed supplements apply to ALL classifications C )Yes C x )NO. * Apprentice Clst year) Supplements appear in second column. TEAMFITTER/SPRINKLER FITTER WAGESCper hour) 7/01/84- 12/26/84- 6/26/85- 12/25/84 6/2$/85 12/31/85 Steam Fitter .......... i 20.82 21.52 22.22 Sprinkler Fitter...... 20.1112 21.52 22. 22 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( ) on VOLIDAY PAGE attached. SLLOWACLE ZATIC. ipprent.ce(s) to Journeyman C 1 - 3 ) APPRENTICES: C 1/2 ) Year terms at the following percentage of ? jj. 2ND. 3RC. 4TH. 5TH. 6TH. 7TH. 8TH. 409 4S Y. SOX SSX 60X GSA .75X 80% SOPPLEMENTAL SENEFI_S:Cper hour worked) 4-77S 1/01/86 6/24/83 23. 02 23. 02 Journeyman's wage. Hes I th/We I fare...... .. i 1. 50 * • % 1. 50 * a X 1.50 * a % 1. 50 * a Y. Pe1.21 On.. 1.18 * ■ X 1. IS * a Y. 1.18 * a Y. 1.18 * a % Security Fund......... 2. 50 * a % 2.50 * a Y. Z.50 * a Y. 2. SO * a Y. Training Fund......... 07 * 07 .07 * .07 07 * .07 . 07 * .07 Vacation .............. 1.75 ! • % 1.7S * a % 1.7s * a Y. 1.7S * a % Listed supplements LAply to ALL classifications C )Yes C x )No. * Apprentice supplements appear in second column. 8-638s/s =OFER WAGESCpar hour) 4/01/84- 30/01084- 9/30/84 Rooferr... ........ . i 14.99 Waterproofer....... ... 14.99 OVERTIME PAY: See C ) on OVERTIME PAGE atta..had. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Appranti.ceCs) to Journeymen C 1 - 6 ) APPRENTICES: C 1/2 ) year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 60% 65% 70% 75X 80% 90% SUPPLEMENTAL BENEFI'S:Cper hour worked) Health/Welfare........= 2.13 * • % Pension... 2.24 * ■ % Apprentice Training... .03 * .03 Vacation .............. 2.50 * a % Annuity ............... 1.48 * • % Listed supplements apply to ALL classifications C )Yes C -x )No. * Apprentice supplements appear in second column. 4-154 r 0. s PREVAILING RATE SCHEDULE C * )See NOTICE PAGE ATTACHED Stat* of New York Case Number Bureau of o*partm*ht of Labor t 8503063 SUFFOLK COUNTY Public Work 20 - 1/01/85 Page 12 ., S►IEETMETAL WORKER ' WAGES(por hour) 1/01/84- 8/02/84 8/01/84 1/30/85 U j s r Sheatmeta I Worker.... S 19.21 20.15 OVEP.TIME PAY: See ( ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticaCs) to Journeymen .0 1 - 4 3 APPRENTICES: C T/2 J Year terms at the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. 4TH. STH. 6TH. 7TH. 8TH. 40% 451 501 551 60% 65% 701 80% SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare........t 1.75 *a's % 1.752 *a's% Pension ....2.08 *a's X 2.08 *•'sY. o Suppl.Uhemply.Bahefit .11 *a's Y. .11 *a's% App rentice_Treihing... .16 *a's X 06 *a's% Vacation .............. 1.50 *a'i % 1.501 *='s% Ahnul ty. ... .. 2. 00 *a's % 2. 00 *a's% Education Fund.. .... - 12 *a's% Listed supplements apply to ALL classifications C )Yes C x )No. * Apprentice suppl.amehts appear in second column. 8-28 WELDER Welder To be paid the rate of the mechanic performing the work. TEAMSTER Truck Oriver(Build:ng and Heavy/Highway): GROUP 1: Chauffeur and Excavation. GROUP 2: Euclid and Turhapull type trucks. WAGESCpar h -u-? 7/01!84- 7/01/8S - 7/C1/°5 6/30/85 6130/86 6/30/87 Truck Driver CBuilMlhg and Heavy/Highway): Excavation oparati ons 14.72S 15. 22S 15.72S Euclid type......... 15.125 15.625 16.125 OVERTIME PAY: See ; ) on OVERTIME PAGE att^ched. PAID HOLIDAY: Sea ; ) on HOLIDAY PAGE attached. SUPPLEMENTAL BENEF71S:CPar hour worked) Health/Welfare.... ...i 2.35 2.65 3.00 Anhui ty............... 2. 1125 2. 74:5 3.312S Listed supplements apply to ALL classifications C )Yes C x )No. C * )Appropriate supplamahtal benefits listed it second column. 8-282nvh 11 PREVAILING RATE SCHEDULE C a )Seo NOTICE PAGE ATTACHED State of Now Yark Cs:e Number Bureau of Department of Labor Public Work 8503063 D - /O1/8 SUFFOLK COUNTY R Page -13 SIGN ERECTOR SIGN WAGESCpar hour) 7/01/84- 3/01/85- / / - 2/28/85 10/31/8S Sign Erector......... i 15.35 16.00 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATION AppranticoCs) to Journeyman C 1 - 1 ) C 1 - 4 ) APPRENTICES: C 1/2 ) year terms a't the following percentage of Journeyman's wage. 1ST. 2ND. 3RD. .4TH. STH. 6TH. 7TH. 8TH. 9TH 10TH 40X 45X SO'/. SS% 60% 65% 70% 75% 85X 8S% SUPPLEMENTAL BENEFITS:Cpor hour worked) 1st Yr 1st Yr Health/Welfare........i 7 % t .46 7 % s .46 Local Pension......... a % s: 2 % 8 % * 2 % National .Pension...... .27 i .27 .30 * .30 Apprentice Training... .07 t .07 .07 t .07 Vacation .............. 6 % * 2 % 6 % * 2 % Annuity ............... 1.43 :s -- 1.57 *-.-- other ................. Emp.S.S. sEmpSS EmpSS *EmpSS ----.L4Ztod .supplaments apply to ALL classifications C x )Yes E- )No. i Apprentice supplements appear in second column. 8-137 HIGHWAY STRIPER. , WAGESCPor hour) 4/01/84- 4/01/85-- - 3/31/85 Psi hterCStri pi ng -,ii ghway etc.): Striping -Machine Oper.: 11.90 •' Helper......... 30. 50 ' L! norman.............. 12.23 -OVERTIME PAV. Zee C F. F. S : on CL'CR::MC PA:.0 attathud. PAID HOLIDAY: Sae C 5, S. 8, 10, 11, 12. 15, 16 ) on HOLIDAY PAGE attached. - ALLOWABLE RATIO: AppronticaCs) to Journeymen C - ) C - ) C - ). SUPPLEMENTAL BEN6:FITS:Cper hour worked) Health/Welfare ........ 3 8 % Pension ............... 4 % - - - -Vacation.............. 7 % Listed supplement] apply to ALL classifications C x )Yes C )No. 8-230 TREE TRIMMER WAGESCper hour) 10/1/83- 10/01/84- 9/30/84 Trimmer -T 7 Cstart)... S 7.55- -"- -- -- ---- �- ^ -T 6 after 6 mo. 8.32 -T 5 •• 12 mo. 8. 54 '• -T 4 •' 18 mo. 8.93 -T 3 24 mo. 9.70 '• -T 2 •• 20 mo. 10.14 -T 1 36 mo. 11. 56 Ori ver, Groundsman-12mo. 9. S3 •' -6m o.. 8.72 Cstart) 8.32 OVERTIME PAY: See, C ) on OVERTIME PAGE attached. PAID HOLIDAYS: Soo C ) on HOLIOAY -PAGE attached. ALLOWABLE PATIO: Approntico(s) to Journeyman ( - ) C - ) C - ) SUPPLEMENTAL BENEFITS: Cpar hour worked) Health/welfare ........ $ Contr. Provi do H. 8 W. $10, 000 Li fe Ins. Annuity ............... .35 Holidays... ... C12 paid). • Vacation -after 15 MO. /I week. -after 30 mo./2 woks. -atter 10yrs/3 weeeks. Listed supplements apply to.ALL classifications C x )Yes C )No. 4-1049t PREVAILING RATE SCHEDULE 'C S )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor 8503063 Public Work _ 2D - 1/01/85 SUFFOLK COUNTY Page 14 SURVEY•CREW CHIGHWAY & HEAVY) ♦ (] 1 •`1 WAGES:Cper hour) 7/15/83- 7/01/84- 6/30/84 Survey Rates-Heavy/Hiway: Party Chief......... 15.99 IhstrUm@ht Man...... 14.04 Rodman/Chaihmah..... 12.77 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See ( ) on HOLIDAY PAGE attached. ALLOWABLE PATIO: ApprenticeCs) to Journeymen C ) C - ) C - ), _- SUPPLEMENTAL BENEFITS: (Per hour worked) Health/Welfare ........s 90 Peh& i on. ..... . 70 Apprentice Training... 05 Vacation .............. 1.00 Annuity ............... 3.00 Listed supplements apply to ALL classifications C x )Yes C )No. 8-15Dns 0 • v DRILLING WAGESCper hour) 10/17/83- 10/16/84 Core Dri 1 I i ng: _ _-- lDr7_1 for. i 12. 4S5 •• Helper........ •. 10.795 OVERTIME PAY: See C ) on OVERTIME PAGE attached. AID HOLIDAYS: See C ) On HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprentiCeCs) to Journeymen C ) C - ] C - ) SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Weifare........S 1.29 Pension............... .90 Va ca t u r ............... .13 Listed supplements apply to ALL classifications f x )Yes C )No. 8-1535 ------------------------------ WAGESCpar hour) 8/01/83- 8/01184- / / - 7/31/84 7/31/85 / / Well Driller: •' Dri i ler......... i IS. 10 16.00 --- Helper ......----13.10- - - -- —14._0.0 _ OVERTIME PAY: See C P ) on OVERTIME PAGE attacher AID HOLIDAY: See C 5, S. 10, 12 ) on HOLIDAY PAGE attached. ALLOWABLE -RATIO: ApprentieeCs) +o Journeymen C 1 - 1 ) C 1 - 6 ) SUPPLEMENTAL BENEFITS:Cper hour worked) Health/Welfare..... ..s "9 % 9 % Pens i on. ......... 2.75 2.75 Holiday Fund.......... .46 .46 Listed supplements Rpply to ALL classifications C x )Yes C )No. 4-138..11 PREVA-ILING RATE SCHEDULE C s )Sao NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor 85030G3 Public Work 20 -•1/01/85 SUFFOLK COUNTY • Page 15 WAGESCPQP hour) 7/01/84- 7/01/85- 7/01/86- 6/30/85 6/30/86 6/30/87 BUILDING: Hoist(Multiple Platform) 21.60 22.60 23.60 J (` Lead Engineer 20.20S 21.20S 22.20S H�oist(Tandom Platform 19.98 20.98 21.98 Tower Crane(Engineer) 19.S6 20.56 21. 56 SldeBoom TractorCUsed in tank work) 19.26S 20.265 21.265 Scoop, Carry -all, Scraper in tandem 19. 18 20.18 21.18 Boom Trucks or Cranes Cused for stOhQ setting or Structural stool) 19. 13 20. 13 21. 13 C'MI or Maxim Spreader, Concrete Spreader, Derrick, Sideboom Tractor 19. 105 20. 105 21. 105 Tank Work 19.03 20.03 21.03 Hioi st, 2 Drum, Hoist, 3 Drum 18.96 19.98 20.98 Maekhoe,Oraglihe, Gradall, Pile Driver, Shovel 19. 00S 20. 005 21.00S Elevator, Fork Lift, Hoist. 1 Drum 18. 93 19. 93 20.93 Batching PlahtCon site of Job), Power WinchCused for stone or steel). Power Winch ItTruck Mounted -used for stone or steel). Pump, Concrete 18.905 19. 905 20.90S Dredge 18.1118 19.88 20.88 Roller, Trench Machine 18.805 19.805 20.805 Welding Machine, Structural Stool 18. 78 19.78 20. 78 Boom Truck, Crane, Crawler or Truck, ConvQyorCMuitiJ, Plant Engineer, Stone Spreader CSelf-Propol led) 18.755 19.755 20.755 Asphalt Spreader 18.73 • 19.73 20.73 Fork LIftCWalk Behind, Power Operated) 18.72 19.72 20.72 Compi-2ssorCStruetural Steel) 18.705 19.705 20.705 Boller, Bulldozer, COMVPQSSOr(Oh Crahe), COMprQSSOrCPiIQ Work), Compress OrCStone SattIhg), COhCretQ Breaker, CohveYOr, Generator -Pile Work, Loading Machihe(FrOht End), M:alh�Ahahce Ehgineer,P^_rerhouso, Power WinchCused for other than stone or Steel), Power Winch, Truck Mounted(used for other than stohE Or Steel, Pulvi-Mixeh,PumpCODle Ikction Diaphragm), Purps(Gypsum, Hydraulic, Jet, Single Action- 1 to 3, and Well Point), W,elding and Burning, Wwlding Machine (Pile Work) 18. 555 19.55S 20. SSS Curb MachineCAsphalt co Concrete), Curing Machine, PumP(SubMersible), Maintenance Man 18. 50 19. 5J 20.50 Grader 18. 33 19. 33 20. 33 Compressor, CompressorC2 or more in battery), Generator, Mulch Machine, Pin Puller, Portable Heaters, PumpC4 Inches or over). Track Tamper(2 Enginears,Each), Welding Machine 18.305 19.335 20. 305 S;ti pi ng Machl ne 18. 23 19. 23 20. 23 BulldozerCused for excavation), Fireman, Loading Machine, Powerbroom, Vac -All 18. 18 19. 13 20. 18 COhCretQ Saw or Cutter, Mixer(with Skip), MlxorC2 Small with or without Skip), P'vmpCUp to 3 ihches),T:actor,Craterpiliar or Wheel, 17. 805 18. 835 19. 805 S,coopCCarry-AI I Scraper) la. 18 19.13 20.18 Hydra Ham mor. Ri dge Cutter 17.72 18. 72 19. 72 B:Qhdlhg Machine, Dinky Locomotive, GeneratorCSmail;, Vibrator(1to S1, 17. S55 18. !iSS 19. SSS Plower Buggies 17.43 18.43 19.43 Stump Chi PPOP and 01 I or 17.20S 18. 205 13.205 MAChanlcai CompactorCHand Operated), Trench Machihv(Hand) 17.18 18.18 i9. 18 OVERTIME PAY: See C ) on OVERTIME PAGE attached. e PAID HCLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Approhtico(s) to Journeymen C 1 - 1 ) C 1 - 6 ) SUPPLEMENTAL SENEFITS:(por hour worked) Health/Welfare....... t 1.77 1.71 1.77 Pons I On... .. 2. 75 2. 75 2. 75 Supp• Uhomp I . BQhQf I t.. 20 . 20 . 20 Apprentice Training.. .25 .2S .25 Ahhulty............... 1.00 1.03 1.00 Other..... 20 .2D .20 eme 'Listed suppints apply to ALL classifications C )Yes C )No. 4-138b PREVAILING RATE SCHEDULE State of New York Case Number Department of Labor 8503063 SUFFOLK COUNTY C t )Sea NOTICE PAGE ATTACHED Bureau of Public Work 2D - 1/01/85 .Page 16 Operating Engineer (cont) WAGES(Por hour) 7/01/84- 7/01/85- 7/01/86- ' 7 f 6/30/85 6/30/86 6/30/87 HEAVY / HIGHWAY: Lead Engineer 20.83 21.83 22.83 ScooP(Carry-AII,Scraper in Tandem), Tower Crane(Engineer), 19.355 20. 355 21.353 Backhoe, Crahe(StOhe Setting),, CraheCStructural Steal), Dvagline, Gradal.l, Pile Driver, Road Paver, Shovel 19. 10 20.10 21. 30 Batching Plant(On site of ,fob), Craha(Oh Barge), Sideboom TractorCused in tank work), Tank Mork 18. 955 19. 955 20. 9S5 HoistC3 Drum), Power Winch(Truck Mounted -used for stone or steal), Power Winch(used for stone setting and/or structural steal), Trench Machina 18. 945 19. 94S 20.943 Asphalt Spreader,Boom Truck,Boring MachiheCother than Post Holes), CMI Or Maxim Spreader, Cpsho(Crawler or Truck), Concrate Spreader, Conveyor, Multi, Plant Engineer, Sideboom Tractor,Stone.Spraader-Csolf propelled) 18.73 19. 73 20. 73 Boring Machine, Post Holes 18.67 19.67 20.67 COMpreisOrCStOhe Satting),COMpressorCStructural Steel), Welding MaChiheCStrUctUral steel) 18. 615 19. 615 20. 615 Dredge 18. 565 19. 565 20. 615 Work Boat 18. 555 19..555 20. 555 COMpressorCOn Crane), COMpressOrCPlle Work), Generator -Pilo Work, Hoist,2 Drum, Loading Mach!heCFront-End), Powerhouse, Power WinchCTruck Mounted -used for other than stone Or steel), Power W,hChCOther than stone or struct.Stool 3,We[ ding Machino, Pile Work 18.455 19. 455 20. 455 Mechanical COMpactOr, Maehine Drawn, RollarCover 5 Ton) 18.27 19.27 20.27 Bol 1 or 18. 23 19.23 20.23 Pump. Concrete 18.19 19.19 20.19 ComprsssorC2 or More in battery 18. 15 19.15 20. IS Grader :d. 135 19. i:a5 20. 135 Bulldozer, Concrete Finishing Machine, Conveyor,Curb Machino. Asphalt or Concrete, Curl ng Machine, Dinky Locomotive, Fireman, Fork Lift, Hoist,1 Drum, LoadingMachihe, Maintenance MaChino, PU1Yi-Mi xer, PUrp(4 inches or over). PumpsCHydraulic, ,Jet, Submersible and Well Point). Roller(S ton and under), ScOOp,Carry-AII,Scraper, Maintenance Man, Vac -All, Welding 8 Burning 17, 92 18. 92 19.72 Generator 17.84 18.84 19.a4 " Portable Heaters 18. 095 19.095 20.09S COMprassor, Mulch MaChil.a, Pin Puller, Pump(Oouble Action Oiaphragm),Pump-Gypsum, Pump(Single Action 1 to 33, Striping Machine, Welding Machine 17. 545 18.S45 19.S45 Powerbroom 16. 975 17.97S 18.975 Concrete Saw or Cutter, Fork Lift, Walk Behind,Power Operated, Hydra Hammer, MixerCwith Skip), MlxerC2 Small with or withour Skip), Power Buggies, Power Grinders, Concrete Breaker, Ridge Cutter 16.83 17. 83 18.73 Vibrator(1 to 5) 16.625 17.625 18. 625 Oiler, Root Cutter, Stump Chipper. Oiler, Track Tampe'.•C2 Ehgihaers,Each), Deck Hand 16. 52 17.S2 18. 52 GenaratorCSma 1 I ) 16. 515 17. 515 18. 515 Bending Machine, PUMP, C'onthifugal(up to 3 inches). Trohch MachinaChond) 16.48 17.48 18.48 Tractor,Caterpillar or Wheal 16.30S 17.30S 18. 305 OVERTIME PAY: See C ) on OVERTIME PAGE attached. PAID HOLIDAY: See C ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: ApprenticaC$3 to JournayMan C 1 - 1 ) C 1 - 6 ) SUPPLEMENTAL BENEFI1S:Cpar hour worked) HealthIWelfare..... ..= 1.77 1.77 1.77 Pens i On.... .. 2. 75 2. 75 2. 75 Supp 1 .'UheMp 1 oy. Bene 4 i t . 20 . 20 . 20 Apprentice Training... 25 .25 .25 • Annuity ............... 1.00 1.00 1.00 Other...... ... . 20 . 20 . 20 Listed supplements apply to ALL Classifications C x 3Ya2 C )No. 4-138h ' PREVAILING RATE SCHEDULE C a )See NOTICE PAGE ATTACHED State of New York Case Number Bureau of Department of Labor 8503063 Public Work 20 -1/01/85 SUFFOLK COUNTY OrIII Boat: Engineer 16.70 Blaster 16.87 Driller-Welder/Macl,anic 16.71 Fireman 16.19 Oiler 15.92 Helper 15.92 OVERTIME PAY: Seo C 8, S.) on OVERTIME PAGE attached. ' PAID HOLIDAY: See C 5, S. 10 ) on HOLIDAY PAGE ;attached. ALLOWABLE RATIO: ApprentleoCs) to Journeymen C - ) ( - .) C - ). SUPPLEMENTAL BENEFITS: (por hour worked) Health/Welfaro........s .93 Pension ................ .80 Listed supplements apply to ALL classifications C x )Yes C )No. OCCUPATIONS APPLICABLE TO BUILDING AND HEAVY/HIGHWAY SCHEDULES ri • Page 17 MARINE CONSTRUCTION WAGES(por hour) 10/01/83- {{ 9/30/84 Hydraulic Dredge: LeVarmah 15.46 Engineer 15.31 Mai ht. Engi near 15. 10 Derrick Oper. 15.31 Chief Mate on Dredge 15.10 Mate 14. 19 DeckHand 12.70 Oiler 13.14 Fireman 13.14 Shoreman 12.70 Boat Captain 14.28 ------------------------- Tug Boats: Tug Master- 14.89 Tug Captain 14.28 Tug Chief Engineer 14.53 Tug Engineer 14.28 Tug Dockhand 12.84 ------------------------- Dipper and Clamsholl Dredges: Operator 1S. 73 " Craheman 15. 31 Engineer 15. 60 Mai ht. Ehgi hoer 15. 10 Mate 14. 19 _ Dockhand 12.84 Oiler 13.14 Boat Master 12.70 Boat Captain 14.28 ------------------------- OVERTI.«.E FA-,. 5.w C e, Si ) on OVERf1ME PADE atiached. PAID HOLIDAY: See ! S, 6, 10 ) on HOLIDAY PAGE attached. ALLOWABLE RATIO: Ap�rehticeCs) to Journeyman C - ) C - ) C ). iho following SUPPEMEN",AL BENEFITS apply to all to ALL classifications of the bove HYDRAULIC, DIPPEI:, CLAMSHELL DREDGES and TUG 3OATS. SUOPLEMENTAL BENEFIiS:Cper hour worked.) Health/Welfare.........93 Pension............... .80 Vacation ........... .. 7 % 4-25a WOGESCper hour) 10/01/83- 9/30/84 OrIII Boat: Engineer 16.70 Blaster 16.87 Driller-Welder/Macl,anic 16.71 Fireman 16.19 Oiler 15.92 Helper 15.92 OVERTIME PAY: Seo C 8, S.) on OVERTIME PAGE attached. ' PAID HOLIDAY: See C 5, S. 10 ) on HOLIDAY PAGE ;attached. ALLOWABLE RATIO: ApprentleoCs) to Journeymen C - ) ( - .) C - ). SUPPLEMENTAL BENEFITS: (por hour worked) Health/Welfaro........s .93 Pension ................ .80 Listed supplements apply to ALL classifications C x )Yes C )No. OCCUPATIONS APPLICABLE TO BUILDING AND HEAVY/HIGHWAY SCHEDULES ri • MODIFICAT104V'P. 7 DECISION 1. NY81-304S - awn nM. 1.00. MMAj . awww (jr-rrt '57201 ly 17, "M^ 19811 f NIAGARA COUNTY, N ORK CHA4^E: BRICKLAYERSi Rewir.der of Coun Bricklayers a S e wsons 15.0 2.9S 2RONWORKEPS: Jobs on wt the total project.QO;t is $3 mil- 15.01 2.6 lion ,r ess Jots, which the total ri4'tct cost is over �lr million 16.68 2.62 e-engineered buildings 11.50 2.62 DECISION No. NY83-3027 - lYiG (ZS`FM1 33622 - July 22, 198)) NASSAU a SUFFOLK COUNTIES, NEW YORK CHA`irZ s PLUMBERS: Nassau County: 18.57 5.32 Jobbinq (repair to pre- sent plumLing system tho 'oes not change the axis Ing roughing or any othe minor &Iteration job wt -ere the Change to the existing roughing does not have a labor cost over $1,500 12.35 4.31 Suffolk County: 19.50 6.45 (41 F' 22870 - May 20, 1983) OUTCHESB, NGE, SULLIVAN 6Y'+ a CLSTEk C S, NEW YORK r, i CHANCE. ELECTRICIAN5z •� Area 4 ' 18. OVA,65+ I SUPEAI.LLLib LL, :LI',' - STATES KANSAS COUNT ILSs barhe,, bartcn, Clark, Comanche, Le ar, Ldw&rus, Ellis, Ellsworth, Finney, ForC, Cove, Graham, Grant, Gray, Greely, Jlamilton, Haskell, Hodgeman, Jewell, Kearny, Kiowa, Lane, Lincoln, Logan,.Xeade, Mitchell, ,40rton, Ness, Horton, Osborne, Pawnee, Phillips, Pratt, Rawlings, Rice, Rocks, Rush, Russell, $c6tt, Seward, Sheridan, Sherman, Smith, Stafford, Stanton, Stevens, Tt06as, Trego, Wallace and Wichita, T \edos KS95-6006 DATE: Date of jlublication ision No. KS94-6038, dated Mas25, 1934,in 49 FR22181 WORK: Highway Projects Idoas:k.ot include Bridges over rs, Tunnels; Building Structures in Rest Area Pro)ects; ruc tion) and Water and Sewer Line Construction. AREA I `J BAS- .�u-'` HOLRLY FRINGE Asphalt Paver Sc r d Operatiq[ S 6.69 Asphalt Paving Mac a Ops at 7.03 Asphalt Plant Opera t 7.22 Asphalt Raker 6.'0 Backhoe Operator' 8.63 Batching Plant Scaeman 6.2Y Blowing Mechani�fr'or MuIc Seeder Operator .� 7.00 Brick, Block-hd Stonesette 8.20 By11do;er ypdrator (Push Cat) 7.61 Carpenter.f' 8.00 . Carpentoi-IRough) 6.:8 Concrete Finisher 6.693 Crane:or any Machine Power Swing 8.54 Cru;Her and Screening Plant Operato 6.58 CiVtributor Operator 6.94 1. ectrician .7.94 orm Liner and Setter 6.119 Front End Loader Opt/ator 7.45 Laborer (Construction) 5.91 Mechanic Concrete Portable Operator Motor Grader Operator (Finish)Motor N17Mixer, Grader Operator (Hough) Motor Scraper Operator Paving Equioment Operator 9.95 Post Driver and/or Auger Operators 7.00 Roller/Compactor Operator (Self -Propelled 6.28 Rotary Broom Operator 6.58 r•,(,.(';iil 7! ':Pic' : ' .iu�'. V. td A h C O rT 4 z O tp A. w N O ,.i to coz 0 A c9 to or be& M1'1D1v11:ATICwS P. 3 D ISION NO. NY81-30 9 - DECISION NO. NY83-3027 - a«K Pai" moo. 17 04 -OF &-fan 03622 - July 22, �1 R 189 - June 12, am. 1983 e ! I ,NASSAU 6 SUFFOLK COUNTIES, MON E COUNTY, NEW YORK ' NEN YORK CRA I ADDs Fede Register citation LINE CONSTRUCTION on MO 6 through 11, public d on April 15,_ 1983, y 8, 1983, Febru- ary 17, 981, May 2S, 1981, LECTRICIANSs June 22, 981 and December Building 21, 1961, *spectively, to reads '(1 R 31189 - June Wiring 12, 1981)' I le of family dwellings or nul- tiple [sully dwlllnq• PAINTERSs and apartments up to and Brushs Roll Taper 113.77 .01 including 2 stories Drywall wipe 13.97 01 Installation of tel*virior Wallcoverings ilts 11.02 1.01 receivers, radio tscel- Swinq scaffold endow vers, record players and brackets or o r hang ( associated apparatus and scaffold, cher pickers) antenna and Roue oppli- saechanical lilt mocha i antes acid closed circuit nical aerial la rs on di and utitlple outlet or in buildings strut I distribution systems, munica tures 2 or more s ries ii sound and intercacomer- in heights Struct 1 tion syystems and nLcaI - steel or iron up t 10 11.27 1.01 ' tial electcomechanical Spray painting, wet devices and appliances hydrobeasting 6 met I where such is not part blasting; Mechanics I of an electrical controel taper 11.37 1.01 'PAINTED Structural steel n Na*uu County (Ravinder 10 ft. and over 11.17 1.01 of County) i Sut[olk Co. Sandblasting (fr qro Pfinishers Drywall or solid platfo ► 1/.S2 4.01 Sprayyings scaffold or Sandblasting (f any I rolling scaffold over hanging Platt 11.771 1.01 1 18 ft. Steeplejacks Sandblasting; structural Brush 6 Rol 5.27 1.01 I steel Spray paint 9 5.87 1.01 Repaint of hospitals, Sandblasti .27 1.01 schools and apartment Bridg*sr I houses Brush 6 11 271 1.01 Spray 1 7, 1.01 'DECISION NO. NY 81-3011 - Sandbl ing 1 7' 1.01 OD. 42 7961 - December 7, 1) ST. WRENCE, LEMS 6 JEF COUNTIES, 'NEW YO I I (CHANGE: (The heading on modifi- cation publis March 1 199S to cit Ye 11' and to ria MOD. t I OF 11.07 • 16.98 5.28 20.21 5.26 13.55 S.2 1 I Area ry Tulsa, Rogers, Nay* Creek, Craig, Dela rr and that part of age County, South of wy. 820 including all o the town of Hominy and at part o Pawnee County oat of Stat* Highwa 899. 10 awr a..waw. 13.95 154% 11.60 1S4t I 11.35 1340 01MIFICATI011S P. / awr MwrM ar.w hsyw aeratl . v -1031- Oast FAW (/DF 20.30 .25♦ NwM DE ON / OK81-1019 a.wTITFR 1 cember 3,38.5% NOD. 65173 - September 7, 198 Y 6 THE INDEAdair, a, Bryan, Coal TY OF RICHMOND20.301 75• Cherokee, aig, Creek, 35.St. Delarar*ell, Ought* e[ln, La r, McIntos ,NSsMayes, thin a 12 airOkfuskee, MuskoqNovato, 0)au *, Osoq* us of Staple* 11.00 35.71 Ottawa, Pawnee, tsburq Niles Road and Broad Pushautaha, roger Tulsa Street the City of d S*quoyah, Nogoner. Richmond NR II -remainder of cit Washington Cos., Ok of of Richmond and Henrico County CHANGE' CLASSIFICATION DEFINYTIO D0 CLASSIFICATION E RICIANS Ca�r�nte�rs, Nillwri hts Cally Piledrive rmins 11.07 • 16.98 5.28 20.21 5.26 13.55 S.2 1 I Area ry Tulsa, Rogers, Nay* Creek, Craig, Dela rr and that part of age County, South of wy. 820 including all o the town of Hominy and at part o Pawnee County oat of Stat* Highwa 899. 10 awr a..waw. 13.95 154% 11.60 1S4t I 11.35 1340 L.. MtSION NO. CA81-5119- no. 19 TT1-PV61702 - September 16, 19831 Son Dia". County, California ANGEL won # Divere Stand-by Div Tomas Parking lot work a or. Highway rN •karat Trnst[Ic Dellneatlnq Device Applicator Stripers Sandblasters: Wheat Stop installer Footnote Is to Consist Employer contribute* .80 Per (tour to Vacation Fund for the -fire! year of employment$ 1 year but lose than S year* 1.1) to Vacation Pum, S year* bu leas than 10 year* 1.48 t Vacation Fund, over to years 1.63 per hour to Vacation Fund. Plumbers, Pipeflte•rat 8toomflktsrel Air Condi- tion, Refrigeration, tons I sons 2 , Pow• Equipment Operators Group 1 Group 2 Group 3 Group 6 Group S Group 6 Group 7 Group 8 Group 9 1DDIPICATIONS P. 1 Seaoflt Top Nan Traffic and Sol to $1).9S1t2 P'17 2.00• b 10.19 2.00• Is 7.00 2.00• is 21.66 8.42 1 t 23.11 6 M.s. 1 7.35 DECISION No. OC64-7009-MOD a...t,t go 1 4 7.35 TTi-PR-1)300-April 6,1984) 1 .87 7.75 DISTRICT Go COLUNRIA.MARt- 13.=1 7.35 LAND-MONE 7COMERT 6 PR14Ci 13.17 7.75 r;EOM;ES CIUNTIES, THE D.C. ' F 13.54 7)S TRAINI4s: SCHOOL, VIRC,INIA- 13.66 7..)5 INDEPENTE4f CITY OF ALE%- 1 13.37 7.15 ANDRIA 6 ARLINrTON 6 FAIR - 13.96 7:IS 1A% COU4TI!S. s1 Ii CRAM('Er '�- 3NEFT 4ETAL NORRERS ;16ri6i7. 61• d -Employer contribute additional 120 ogtolliftof the Dlatrlc olumbla 19621 statewide• also r aerlptlo Norkt Nwllel roj•cta (ew. not m• single to hates and apart- ta up to am lncludlnq 6 storlesl. Nagy sed Highway Projects ADD# Description of Works Meavy and Highway P[Oj*cts moDITICATIONS P.-2 smk mor ans.#se DECISION NO. NY3)-)027 - tea. Pd." aww 1106. ser *st 88 FR 11622 - July 22, 1987 NASSAU 6 SUFPOLR COUNTIES, NEW YOIUI CMNCE t CARPENTERSt ' Suffolk County# , Nulldlnq 6 Residential 20.07' S.OL Heavy 4 Highway 20.121 5.01 ELECTRICIANS: building 120.)0) .10♦ DECISION NOi ILBS-5003 - Nod 81 tart OMIT: ISO FT January 25, 1985) aeim Parking lot work and/or Duress. Cruelly. KaM, Readsll. Nighway Markera: Mcmeary 6 will Conties. Lake • u mrt #ere#b Slurry Seal Operation Illinois mixer Operator# 42.77 $4.76 Equeagoe Mani 21.66 4.76 Applicator operators 20.66 4.76 Shuttleman Outage 6 Lake Counties 116.75 Top Men FOM EQUIPMENT OPNUTORS Root 14.83. 2.00• iirTtinq Lot work and/or :frac tlun ' Is Highway Markers: l u. PaVNont Sealing, Slurr 14. 2.00♦ Seal, Resurfacing and Cres#p U.6 Repairs trot! 6-�,.. IL70 Mixer Operator "1.. t Applicator Operator• i' rpt• - Auttloanl Squeegee Top Nan Traffic and Sol to $1).9S1t2 P'17 2.00• b 10.19 2.00• Is 7.00 2.00• is 21.66 8.42 1 t 23.11 6 M.s. 1 7.35 DECISION No. OC64-7009-MOD a...t,t go 1 4 7.35 TTi-PR-1)300-April 6,1984) 1 .87 7.75 DISTRICT Go COLUNRIA.MARt- 13.=1 7.35 LAND-MONE 7COMERT 6 PR14Ci 13.17 7.75 r;EOM;ES CIUNTIES, THE D.C. ' F 13.54 7)S TRAINI4s: SCHOOL, VIRC,INIA- 13.66 7..)5 INDEPENTE4f CITY OF ALE%- 1 13.37 7.15 ANDRIA 6 ARLINrTON 6 FAIR - 13.96 7:IS 1A% COU4TI!S. s1 Ii CRAM('Er '�- 3NEFT 4ETAL NORRERS ;16ri6i7. 61• d -Employer contribute additional 120 ogtolliftof the Dlatrlc olumbla 19621 statewide• also r aerlptlo Norkt Nwllel roj•cta (ew. not m• single to hates and apart- ta up to am lncludlnq 6 storlesl. Nagy sed Highway Projects ADD# Description of Works Meavy and Highway P[Oj*cts moDITICATIONS P.-2 smk mor ans.#se DECISION NO. NY3)-)027 - tea. Pd." aww 1106. ser *st 88 FR 11622 - July 22, 1987 NASSAU 6 SUFPOLR COUNTIES, NEW YOIUI CMNCE t CARPENTERSt ' Suffolk County# , Nulldlnq 6 Residential 20.07' S.OL Heavy 4 Highway 20.121 5.01 ELECTRICIANS: building 120.)0) .10♦ DECISION NOi ILBS-5003 - Nod 81 tart rage ISO FT January 25, 1985) aeim a..wa# Duress. Cruelly. KaM, Readsll. _ Mcmeary 6 will Conties. Lake • u mrt #ere#b � Illinois "- CILLI CEt CARFIIRERSt NILLMICNISt PMR- $8.82 1.2S DRIVrRIt[N 6 SOFT ►LOOK LAYERS 8.94 1.25 Outage 6 Lake Counties 116.75 $1.78 FOM EQUIPMENT OPNUTORS Rvildity 6 Residential :frac tlun l u. 1.2S Crou 10.02 l.tf Cres#p U.6 f.TS trot! 6-�,.. IL70 7.25 _h. NMIOYans ragrlrea`tP woesDeis Teter 4011 .12"an Device will an addttgo" I Sot per elided to their hourly of pay. Uc4lSlum MU. Mt/ae-7U]i - tq0. 91 149 rh 41136 - October 19, ) Statswid*, North Dakota _ mrt #ere#b � C_hamn�e s "- TRUC1� DRIVERS $8.82 1.2S Tandem 8.94 1.25 Agitator Dumperete7 Lowboy# Ott road heavy duty end dumps, 20 yards and under? Tandem, semi 9.25 1.2S Euclid, over 20 yards 10.02 1.25 "1.. t i' rpt• - in a 07 CD Cr N z Cr 6a CA 176 It Federal Register / Vol. 50, No. 3 / Friday. January 4. 1985 / Notices 685 � MODIFICATION P, .1 :ZCISION NJ. CT84-3016 - Basta DECISION NCV. KY83-3032 - f fop M� Frio p NAD. N4 MOD. 39 Mount' Benefits r �� A Rates (�39 0 - June 8. (48 rR 3462 - July 29, 19d4). 1983) ! ; STATE9:IDE, 0-"ECTICUT BRONX, KINGS, Y , QUEENS i RICHMO UNTIES OMIT: NEW YORK "edification Viblizl—i Jui}P 27, 1984. CLANGE: ?.DD: M. -:LIC LATHERS & REINFOR I i ::;, IRGN WORKERS 20.99 S+g To Classificatio. Descriptions X"or 1-Y.BORERS (9';::.LI� CO`:STRUCTIO16: DECISION NO. NY83-3027 - Group 6: Asbest removal LSborer MOD. OS (48 FR 3622 - July 22, �;' To FOOTNOTES: 1983) t. B, C 't D, cr ov ' del the a-- _t yee NASSAU i SUFFOLK COITNT TES, works three da}ks during the geek of- NEW YORK the holiday and thQ working day after the ^olid I CHANGE: 1 (METALLIC CHANGE: LATHERS & REIWO CING IRON WORKERS 20.99 'S.OS+g I RUNWORKERS : '� Ornamental; Reinforcin , DECISION NO. NYSI-3062 - Structural and Precast mo!). al Concrete Erection 18.50 5.93+j (46 rR 0 530 - Sept. 11. r '_aBOPrPS (BUZLD2IG) : 196 ^rc•_o 1 :2.55 !2.20+t hcS"C. CC Groep 2 12.90 2.80+t YCRY Group 3 13.40 2.80+t iI2.80+t Group 4 13.15 CHANGE: Group S� 2.65 2.80+t Group 3.15 2.80+t �M_F'TALLIC LATHE i RE R I CING IRON WOWRS 0; 99 S.OS+g S 5 S^E.n..N.F:TTERS FLU/nwork) �.F(for all corstruc- ti 21`.81 3.40+g I NODIrICAT1OW5 P. 3 DEC4SIOM NO. NII04-1014 - i 1 T 20226 - may 11, errw 19041 a- Rockingh nd Strafford ar.,.�lw Counties, Het►pampshkre IN.ar a«« --- GRANGE: Zipenters. Area 2: NASSAII s SUFFOLK COUNTIES, Carpenters 113.86 Plledrtvera, Wharf and Dock Builders and ' Millwrights 14.71 Area 3: OMIT: Carpenters 13.06 Dock Builders and MS IIwrig'hta 14.71 DECISION NO. N394-3019 - M (40 1PIt - July 6, M lit':' tsNN. Hudson, r Hunterdon, Middlesex, Morris. Passaic, Somerset Sussex, Union and Warren Counties. New Jersey �CHAr-N�-GE+ areCttlalans and Cable Splicers: Zone 9 $20.77 Laborers; Zone 11: Group 1 12.5$ Line Construction: gone 1 lo,ls tone ! 29.77 Zone 10 - Lin en,Cable 0:Lineen,Cable Splicers 19.44 Croundmen s WinCp Op. 19.44 Power Equipment 9peracor Tank Erectlo ra." G-mtr 1.00 1.00 l : s♦� 1.10 lot - 2.50 2.10 27.75 lot - 2.54 32.75 32.7S' Class A .JF 24.41) 5.004 I a I SION NO. NJ04-3020 - T44 fA 30260 - July 27, 19641 Atlantic, Burlington, Camden, Cape Play, Cumber- land, Gloucester, Mercer, Monmouth, Ocean and Baleen Counties, New Jersey CHANGE: Car Renters, Mlllwilghts and Insulators+ Bone 2: Millwrights Bone 4: Carpenters, Insulatori and Millwrights tone S: Carpenters 4 Ineula- tots N]Ilwrights Dock Wllders and r1lodrlverment Bone 1 Zreoworkerst Zone 2 V s. -V 19.56 15.36 16.97 S.2s 1s.S0 20.S11 19.00 20.St IS.97 6.71 19.43 0.20 ar • OECI6ION {M004 -6025 -Moo. t,e. mm nm 4;-" 18220 -April 27,19041 Cass, Clay, Jackson, Plattp. Ray, Henry, Johnson and Lafayette Counties. Missou 11 Johnson and Wyandotte Counties. Bantis. Omit: umbers $17,96 2,70 Aldi Plumbers: sone I - Cass, Clay, `Uc ion. and Platte Counties, Missouri# Johnson and Wyandotte Counties, Banass 10.411 2.7; Zone 2 - Johnson, Henry a ayette, and Hay Counties, Missouri 16.02 2,70 10 DFri strr+ NO. NIB4-ln?�_ Ironworkers (Cont'dl Zone 3 Power F pii.e:ent Ot er.i- tors: Tank Fraction: C la- A Soft Floor layers: lone 2 Ione Descrit,tions: Carpenters: Ione 2: nurlington County Ione4: Real. of Mercer County PFCISIOtJ NO. S1184-1022 mot.. -11 ____ 229 IFN 27880 - July 6, 1964) Hillsborough and Merrimack Coe., Faw HAmpsh i r a CHANGE: Zarper.ters: Area 1: Cnrponters and Soft Floor Layara Area 2: CoJetnte Floorrs anLed Solt yere Labor ars: Group 2 Y MODIFICATIONS P. 4 nrCISInV_No. NYBI-3027 - 1 errw a- rr..p ■«.. ar.,.�lw Mii [). � j li4-f i+�l )622 - July 22, 19011 IN.ar a«« --- Nylw NASSAII s SUFFOLK COUNTIES, NEN YORK SI8.35 4.30 OMIT: PAINTFRS: Nassau County (Inwood, 21.41 5.80. La yr once, Cedarhurst, a Nnodmere, Wewlett, Hewlet Bay, Last Rockaway, part 16.77 161 of Rockville Center. Atlantic Beach, Long Beac , Lido Beach, Point Lookout, Gibson, and part of Valle Stream ADO: ?AIHTFRS: Nassau County (Lakeville Road north from Union Tpk, to Northern Blvd., all areas on north side of Northern Blvd. east to + Roslyn Bridoe and Hemp- stead Harbor. bounded by Hampstead Harbor, east, and long Island Sound, north: all areas South of Sunrise Hwy. going east td - Long Seacn Rd. , 'fien lout on Lon q Beach Rd. to Fox - burst Ave, east on Foxhur t Sl{.06 /.l2 Ave. to Baldwin goad sign: all areas south of Baldwih Road sign, includinq Pointl 15.91 4.47 lookout and all areas wee' beck to New York City linitcl B.75 2.00• Painters 15.10 014101 d spray 10.41 .61t3G4 Fire Escapes 17.23 .0120, Issl� MODIFICATION:; P. 7 DrCISNry 6C9n rC�',-SnIS - win.' 11 , F. A/thin, arckeg,. .wg ltht agd peep M& m bents (Cont'd)t. relive Medicine .unties, m.1ee• Rlnnesot& Laborers& Ates l0t Change& GrouP Lj' Asbestos wo.kerst Group i Also 7 $16.12 $3.94 Group79 a,ectrlclsnag Groo, 4 Area 1 15.73 321 G[ S Area 4. up 6 Elacirlgal Installation pup 7 ever $1 .000.Od 15.75 1).51+ fiwcr tqulpment Operetorst 1.57 Class l Eleclrlcal Instal Iatlons Clean I madam 115.0D0.0o 1711 17. Clan ) l Clus 4 Agee 61 Cls S Electrical Installatl.ns Ciasne 6 over $75.000.00 15. 3.51+ Class 7 1.57 Class 6 l lac lr lcal Inttalla Mian$ Class 9 .dn $75,000.00 12. 17.31+ 1.57 Area 91 El-cltlut 1's allatlons over 515,'v..00 15.71 1 7.+ 1. E lac Ulu: Im tall &t lona asdar $75,000,00 12.58 11.57. 1.57 Ara. tot llectrlclans 11.16 29.61 Cable Splicers ►6.26 19.61. Iropvork.rn Are. 1 15.22 3.85 Atm. I 17.10 3.64 I.atheral D It Mantels: \ Area 1 16.03 7.71 1, t/le Set '&t \ Ara& 2 16.65 2.72 Truck vers At 1 11.75 same s rseenv trate seg.. aw,.6Y Il. 7S .1.73 II.'a Il.as 11.90 1.75 12.00 1.15 12.05 1.15 17.10 1.)5 19.04 1.65 18.7$ 1.63 11.95 2.65 17.14 2.65 11.00 2.63 16.67 2.63 13.)2 2.63 14.20 2.63 15.64 2.63 f 1pFCISInN tIO. NY63-30?7 (1.8 -TR -33622 - July 22, 1983) Nassau 6 Suffolk Counties, New York CHANGE: SKESTOS WORKERS OI L! R21AK ERS RICF.UIYFRS AKPFNTERS Nassau County (Remainder of Countv) building. Residential, N+svy 6 Highway IVERS a LEC:P.ICIANS building Wiring of single or mult- iple family dew.)linys 6 apartments top to and Including 2 stories installation of television receivers, radio recei- vere. record receivers. record players and assoc toted saparatus and an- tenna and home appliance, and closed circuit TV and multiple outled dis- tribution tyatens, sound and i6teccummunt- eatton systems and com- mercial electromechan- cial devices and appli- ances where such is not part of an electrical contract :LEVATOR CONSTCUCTORS :LEVATOR CONSTRUCTORS IELPERS SI.EVATOR CONSTRUCTORS IEI.PERS (Probationarv) ODERNIZATION 6 REPAIR ;LEVATOR CONSTRUCTORS IODFRNI7.ATION 6 RFPAIR [LEVATOR CONSTRUCTOR IELPER IODIFICATIMIS P.6 seat arm p""ti s.rre. am. 17.14 B 53 21.06 .04+ 771 16.19 6.57 17.66 6 78 Mill 6.015 19.65 70+ 35.51 13.30 11.075 16.60 14.10 9.40 15.94 11.95 1 741 3.64 b+c 3.65 b+c ZZ reap s..eb[r )DERNIZATION b REPAIR 14i1i� I.EVATOR COt:STRUCTORS t:LPF.R (Probationary) 9.40 VIZIERS 1t.55 6.10 KONWORKERS Structural 16.00 11.00 Droament l 16.56 9.30 &BORERS building 14.75 5.38 Heavy 6 Bighwav Concrete 6 curb form setters, asphalt rakers 12.47 Aspahlt Workers to roll* boys, asohalt top shoe *lets 6 smoothers, asphalt tampers, jack- hammers, 6 drill sen, hoppermen, carpenters' tenders, pipeloiners 6 setters, concrete lab- orers (structures). stone spreading labor- ers, trackman grading 6 excavating laborers, yard laborers puddler, on concrete pavement, asohalt plant (hatcher 4 hoppermen), all oche unskilled laborers 11.66 IILLWRIGNIS 17.79 'HINTERS Nassau County (Inwood, Lawrence, Cedarhurst, Woodeere, Hewlett, Hew- lett bay, East Rock- i away, part of Rockville Center, Atlantic Beach. Long Beach, Lido Beach, PointLookout, Gibson, and part of Valley Stream Painters 15.16 Spray 18.41 Fire Escapes 17.33 Nassau County (Remainer of County) 6 quffolk Cc Painters 6. Drywall Finishers 19.98 Spraying; scaffold or rolling scaffold over 1s ft. 18.61 0 WNFIW *"117w► 2 PCISION N0. RY63-3027 - D. p3 NTINUED PAINTERS (CONT'D) sandblasting; structural steel Repaint of hospitals. schools and apartment houses PAPERHANGERS PLASTERERS PLUMBERS Noasou County Building, Heavy 6 High- way Construction Residential (Jobbing re- pair to oresent plumbing systems that does not chane• the *misting roughing or any minor alterations Job where rhe change to the exist- ing rougphing does not I.... • lsbor coat in ex- cess of $1.500) Suffolk County SPRINKLER FITTERS 6 STEAM - FITTERS Refrigeration. Air Condi- tioning and Oil Burner Maintenance and Instal- lation Mechanics (Instal lotion of comercial equipment where the com- bined horsepower does no a exceed S horsepower; Installation of sir cool Ing• heating and air cool ditioning on any Job whore the combined horst rower doews not exceed 1C oraepsr) STONE DERRICKMEN a RICGERe- STONE MASONS MODIrl a.. I '.' M ft aw..N. a.... 20.24 5.29 13.55 5.29 16.94 5.29 14.75 5.00 16.721 5.17 11.25 19.75 19 87 13.90 17.44 10.00 "ATIONS P. 9 nl'f _I'�11.'J NO. TNK�-111D5 (49 EH \CONSTRUC 1904) Davidso CIIANCE: ELEVATOMecha Helpers Probalicnary Helpers Plasterers DECIS rv2 NO. TN01-1088 14"W-53272 - November 1983) 4 01 Shelby County, Tennessee 6.20 CHANGE: 7.00 ELEVATOR CONSTRUCTORS Mechanics Nelper8 Probationary Helpers I 1.57 9.07 3.75 Ta Steel To s, 5 ks, Bridges a ping Stations 11.75 1.20 IIEET METAL WORKERS: Xamilton County .83 2.39♦ 31 I All Other Counties 16. 2.39• 31 $19.47 19.47 t9.47 19.47 11 Mlal� mooDricATIons P. to DECISION NO. TNI] -1087 IS111w NIMR7R GHRI-5127 - aa.KDrr s.r. r _4 IN 14vu1 - bacs.Wt 21. O 6 1981) s.�.oft _ rP S3270 - November 25, Ra" Adams. Allea.•••I**a a 19931 wyeadot CowUeR. Ohio J Milton, Marion. Polk and Chime.I Rhea Count&!@, Tennessee a, 1 It l eye, aj CavIktral • Cle.wersi Polntenl a NANGE% S4on.aaton 91 Ara. LECT1tlCIAHSJ C.os.] co'"'Na 512.93 13.00• Are6 l4 • 40iremen $16.40 $1.25• Myr ble Sellezat Terrazzo B.S] ]. OC- 129 rkars) a 7118 Setters: 11 • Cable Splicers 14.65 1.25• Are• 17 •0� 121 PlAesteunl rea 11 ll. 1.12 ELEVATOR CONSTRUCTORS: Mechanics 1].505 1129r Helpers 9.45 3.29• a Probationary Helpers 6. LINE CONSTRUCTION: Linemen and Operators of. Hole Digging Equipment/ nd Tractor With Win 14.40 1.25• / list C e Splicers 16.65 1.25• its% 16.68 3.29- Oper r of No igging b Equi t wi t Winch 12.37 1.25• 10.28 3.25• list b GroundMe 10.20 1.15 7.79 Ta Steel To s, 5 ks, Bridges a ping Stations 11.75 1.20 IIEET METAL WORKERS: Xamilton County .83 2.39♦ 31 I All Other Counties 16. 2.39• 31 $19.47 19.47 t9.47 19.47 11 Mlal� SION NO. NT_S3-S126 -Mod. 61) Burleigh, Came, Grand FR 5� DecemLe'r �, _01 -I38I1 y e, d Traill, Mal.h a70110k atewlde, Montana North Dakota OUJ�� Plumbers i Staa'ittets: .y.NO.NY83-3027~ Forest Orinq • fle-H . MOD_ 42 Ch et i AM: Id6 PRI1622 - July 22, CONSTRUCTION: Refriperstion Work: 1983) S tawiAs, except $15.26 1.44 NASSAU 6 SUFFOLK COUNTIES, athead, Lake and 3.44 "am 6 Warren Counties: NEW YORK ncoln Counties: i� 2- w- v err .wc1 (L , M. 11.4) M.00PAi CHANGE. neaun, Pole Sprayer 6.68 $1.50+ service and minte.srro• at 3y\ METALLIC LATHERS 6 REIN - le Splicers 17.61 1.50• FORCING IRONWORKERS 3y\ Li Equipment of refriperotion DECISION NO. NYBI-3062 - ratora, Powders 11.39 1.50♦ .� 3y\ IZ 75530 - Sept. I1. Gro dman 11.66 1.SO♦ 1!'a when hesCl.Vt and HVAC is COUNTY, it* sheet o� 1, elect I NF')t. YORK 44 ..�.....r . es ' a a ■►.n SIGH NO o3-2058 - NOb 3 (6617 lq 1'-3 8eatae. SMrb. Countlee. Ml ou dela fivautal $tere)ttte Panton.6 Sherba (wi to rD /}%), St was lea A 11_bsr6l IR Pastae. Shetore S),. ` Steaf nple 'aa 4Iliaeon "t a etorisStwa4Alt othot rAry. a.e.m V • r UTBI-5120 - Mod. September 30. Utah OWER R PMENT OPERA- TORS[ Piledrl g: "It cls 'teat':"• and rag ate• under Groups '.0 and 2-D dr ,/,♦ \ ONBR NrUIPMEWT\DPSRA- TQRg t Plledriving. Croup 2-C. A -F • Group 2-D. Coa.p swr Opantor lover ) Gsneratorl Ptutp• Melding Machina -\• (povered other then by electricity) \ r N 11 59.87 5.87r 1 f l I DECISION NO. ND81-5131 - Ajd. is (46 PR 35008 - July 6, 61) Burleigh, Came, Grand rks, Norton, Richland, St e, d Traill, Mal.h a70110k Cunties, North Dakota OUJ�� Plumbers i Staa'ittets: Forest Orinq $18: raga. Change: 17.05 aer AM: PLUMBERS. Refriperstion Work: Area 2 Forest County: Refrigeration endo.dc $15.26 1.44 of . 11.43 3.44 "am 6 Warren Counties: i� 2- w- v err .wc1 (L , M. 11.4) M.00PAi Y 1 amen 'brest, Wlesn, 6, Warren ties. Pararglvanla OUJ�� Plumbers i Staa'ittets: Forest Orinq $18: 4.40 nest, 6 Warren &,mties 17.05 4.40 AM: Refriperstion Work: Forest County: Refrigeration endo.dc 16.90 4.40 M(ehlperation metal trades 11.43 3.44 "am 6 Warren Counties: Refriperatton redwnic 16.0# CIS *Mtrlperstion metal bads 11.4) 3.44 M3errlperstion metal trades applies to installation, service and minte.srro• at �besting end air conclit(on- j (MVAC) system up to including Stxtes.(16) of refriperotion e ity per u it an fast roods edrowdeme stars, restaut"Le, bars and ohoppir*,Walls; contracts when hesCl.Vt and HVAC is $25.01)0.04w less (exciud it* sheet o� 1, elect I and awAm, anw�tton, •acauatton t). lead► 00 0= . 1 rto li• 'J + J•ly 29, 11F i1 ,1� .. .1 C,ntirs, MOPIFICAI ION P. S DECISION.NO. NYOI-7027 - iiD.-1 4i-FV33622 - July 22, 1963) Naaweau, Suffolk Counties, eYork l at n,•rs, • ,11, 10. 6.09+9 , . ___ . i t-__ __ Mod _ ■. ` a Te r, ar �•, 'ITS Helpers 9. 6 2.71 A009 J-3017 1981) Adams, Berk s, Brad Turd, Ca r- ---- -- - )etallic Lathers a Rein- i bon, Co l -b i a, Cuml er lar.1. Arl): .-qrl S I !' T -- I ll 1-)109 "arch 26, Oaun phi,Ju„i atn,l. ,•+.warn\ forcing Iron Workers 19.S3 6.87 -/t•ta111r En .yrs 6 I l,t:-k ova ,na Su9quehannn, Lancasl userno,l.ycr,wn,,.M,, „e, I f r+ •, na I t Nnrkers 4.81 6.87+9 CHAHC,E. lennsyl. ,a T.....•., t E Laic MARBLE SETTERSt uYkkill, yde r, Dui l Ivan, t 1r11.••r S.68 2.71 Cutters a Setters 17.91 6.19+e fNayni Nyom 9,a,J Yrrk - Carvers 16.68 6.19+• ttt••;.•-: ; ICounti:s, Pol/shers 14.59 2.90+: M:!':•• ;: f:e:TT:1. Crane Operatorel IPONWOI;KFRS: C.0 t•. rc 6 ers 2 11.93 6.19+h Derrickmen 12.91 6.36+e Cary^rr. Y 11.68 6.194h Marble Finishers Adams, Cumt-erlanA,n phis, r•,1 tr. ��•c i 16.8) 2.19•h (Helpers) 12.91 2.90+e n +r TERRAZZO WORKERS 17.93 3.12 D-rr t t^.,•, 12.91 6.36+h TERRAZZO 6 MOSAIC ).74; I!•rrle tier .hr q FINISHERS 15:46 2.71 u•^1 •••t j 12.91 2.19+h TILE SETTERS 15.26 6.335 TIF" Pt, 15.26 6.33S TILE FINISHERS 13.86 3.17 T..1. t t :1!.P„:- `� 13.86 3.17 Ar•s 6 1961)IATIBPS: w4 BARNSTAPLE, BRIS%OI„ DUKES Are. 1 ESSEX. MIDOIF5rx, '�,4 DTFISION No. NANTUCKET, 1,101`101::. , ,. " t al.' r 11. �,• � Ar.a ar PLYMOUTH AND 4UPF )LK MOD %i ----- Ger:tal Pwlnlers N. •: ,:.:• T19-111-75530 - Sept. 11, �, Ind^strlal Pa int <ra CHNNGr,: J F'vn EPS1 FLGMB.'PS 6,FiPF.FITTF.P9: • Mest Iter County. PLYFIOUTTH Remainder of Co.11 STOI. (Rema inde[ nFr-12"'": •. •.,� In_16 inn. 66 Of Co,4, NORFOLY (Avon, New Yo .`• �;.ItR FI7 ifN'.: _- , F6F 17, -3�P11 A'4!1 Storton) 17.96. At1J1„ 1•.,t ii- ton, Cnr4itin, Area j Tilton) F., �APPI E, AND TCRRA Z:O YJ hP01 f INI ;IIp S; Area IT` C.:,e M1.', -:•e and, Clouoe Ster, ere 6 R fleta11X- nr rc.r, rt .,•,..1 O•.•an. ,.�• - - forciNorke 19.S3 6.87 a,1.7 !,:rm l.,•,nr , New 116"•4 Ynwaa Jets'; q•'+s s...ou CHANGE, , -T MARBLE Cutte rs 13.93 1.19 ♦e; c.. Carvt 16.68 6.19♦•! i' Poli16.89 7.90+•1 M r rl d,t 7-4-01, 68F Cr... CranretR1, 3�„ I•n.l. ! dared 7-15 .' Der12.91 6.361• A9 N 1; +; w-•1.61Ji, Marbeheref (Ne12.91 2.90+eJ,ta TERRAZERS 17:93 7.12 ! I TEPPAZ MOSAIC ea FINISi r ,IS 2.71 inr• •. •• tnr , ,::n.ie•. of TILE TT:HS 1 211 6.33S C it `•,Y ::•.•i rnr .0 t.n I TIL 1NISIIERS 17. 1.17 r ur!; ea Orw 7•rsey. r M'rNll it tl lu': P 6 Dr.C!5IGTJ NO. FWIJ-7001- --- - , . ___ . i t-__ __ Mod _ ■. ` a 1 lA to liens-nuqusc 19, J-3017 1981) Adams, Berk s, Brad Turd, Ca r- ---- -- - Uf.,:ISIOH NO. i bon, Co l -b i a, Cuml er lar.1. I .-qrl S I !' T -- I ll 1-)109 "arch 26, Oaun phi,Ju„i atn,l. ,•+.warn\ 1an2) L er,l..•b.rw a,,lhtyh• I l,t:-k ova ,na Su9quehannn, Lancasl userno,l.ycr,wn,,.M,, „e, I Wayne 6 N min to nt ies Montour,Nnrthamp:.n.Nntth- lennsyl. ,a ' w1t•er)an , Perry.Pike,Sch- 1 ! uYkkill, yde r, Dui l Ivan, Susyuehan ,Ti oaa. Un,un, r:�5.1. fNayni Nyom 9,a,J Yrrk 1(,F -p LQUII'MENT OPERATORS Pe syl r,anla ; ICounti:s, (r0• p I CNANGF.: IPONWOI;KFRS: r ro,rp 2 Structural,Ornam tat, 6 crt`111 3 rt„u,p 6 Pe inforcinq: .' Group 5 Adams, Cumt-erlanA,n phis, croup 6 Lancaster,LrhAnon,l nein C, ro'Ip 7 Nontour,Nurtt.'.:mbet la •iot C.rouo 7-A �Juniata,Petr, n dar, Y•S Y r Group 7-9 6 York Counties $17.26 ).74; I� PFr I•InN t:O_4'\A1-5110 1`24 a' VT�- (;A IR 25104 - June 1, 1973) Statewide Washington IDrcistoN NO. MAGI -1051 aa. F1.." rNr,:r.r; HUD 117 Mdw ,, s.w.nn I,RO 6EAYFRSI MAPPLE SETTERS: 17s L'R 71611 - Sept. 6, _ . - Ar•s 6 1961)IATIBPS: w4 BARNSTAPLE, BRIS%OI„ DUKES Are. 1 ESSEX. MIDOIF5rx, '�,4 TA INFERS: NANTUCKET, 1,101`101::. 1 Ar.a ar PLYMOUTH AND 4UPF )LK Ger:tal Pwlnlers COUHTIF.S, KASi• Orrwwll Twp•rw �, Ind^strlal Pa int <ra CHNNGr,: J F'vn EPS1 FLGMB.'PS 6,FiPF.FITTF.P9: Area 6: PLYFIOUTTH Remainder of Co.11 STOI. (Rema inde[ R^n 7e u; wA rerp ro^tera Ince anA•Iliw Poolen Of Co,4, NORFOLY (Avon, .`• �;.ItR FI7 ifN'.: HolboWt. Ralydpl)'1i. A'4!1 Storton) 17.96. 2.79 Area j Tilton) F., �APPI E, AND TCRRA Z:O YJ f INI ;IIp S; Area IT` M«�nF ►..was 1 I i i $16.26 22.6% ♦ r 15.9• 15.07 16.7 17.62 12.9 16.1 16.71 16.9 $!8.25 $1,16 12,1 1.05 16. t�• 2.51 17.181 2.57 11,1.1 2.52 Ir,,Snl 7.06 :11r. 6.26 11.92 3.21 r7f kri STATEt NEW TURK „. � I sd a 1 DECISION NO. NY83-)027 DATE: DATE OF PUBLICATION SUPERSEDES DEC ISUN NO. MYSI-10441 dated .July l7w 1991 in 46 FR 17191 DESCRI"10H OF WORK( Building, Resident: Il (includes single family homes and (apartments up to and Including 4 stories), Heavy s HtgLway Construction Projects ASBESTOS WORKERS BOILERMAKERS BRICKLAYERS CARPLNTERS Nassau Countv !except that port South of the Southern State Parkway Neel of Seaford Creek, also, Smithtown Islip line on the East, Long' lslanJ Sound on the "ort and Middle island RR track on the South Carpenters, Millwrights Plledrivers, Soft Floor Layers, Acostiral, Dry- wall Residential (under two atoriesl But ld Ing Heavy 4 Hiyhway Remeindet of Nassau Count, Midi nq, Residential, Heavy & Highway Suffolk County Residential (2 stories 6 under) Building Heavy 4 Highway CEMENT MASONS DIVERS E LE'CT N! C' 1 AN9 Building Wiring of.single or mult iple family dwellings s apartments up to and in- cluding 2 stories Installation of televis- ion receivers, radio re- ceivers, record players, and associated apparatus and antenna and home appliances and closed circuit TV dnd multiple outlet distribution sys- tems, sound and inter- Nw,•r rw,.wM 1 a+w• N nn 16.1.4 7.01 �c,+rmonica tlpll ystcros 19.09 )2►+.04 .1 _*^n.•, ct 1 17.22 6.17 �.•' .. I , I.I vices ua h �l6 , „ oiecl- ricnl c.a.[I..c. ' ELEVATUP (.U'.t�TRUC'TORS ELEVATOR CONSTRUCTORS' HELPERS ELEVATOR CONSTRUCTORS' HELPER imaAnoRhitY) DERNIZATION & REPAIR ELEVATOR CONSTRUCTORS MODERNIZATION 4 REPAIR ELEVATORS CONSTRUCTORS' 12.67 I7. )7 17.65 17.)7 16.16 16.15 16.20 14.15 15.69 18.5s 12.20 2.)5 HELPERS 6.01 6.01 MODEKNIfAT1ON 6 REPAIR ELEVATOR CONSTRUCTORS' HELPLRS (PROBATIONARY) 4.6) GIAt1ERS IRONWORKERS I Structural 2.15 Ornamental Finisher 5.44 LABORERS (BUILDING) 5.44 3.71 fA8OkEHS (HEAVY 6 HIGH - 4.735 WAY): C ol1t:(Cit 6 Curb form set - )7f+.70 ters. asphalt rakers 1141+ �NawN�l,Iw++ I ,I+• Y•w,lb 9.57 ! a 14.99 7.i) I-:. •c 11.24 2.11+` •c 7.50 11.23 2.)1+` +c 4.42 2.)).L +C 5.615 16.75 5.70 15.50 1.59 15.50 1.59 12.74 4.57 Il. l9 I2iF- Asphalt workers a roller boys. asphalt top shovel- ers & smoothers asphalt tampers 11.14 Jackhammers,& drill nen, hoppermen, carpenters' tenders, pipe )ointrrs & r•ettr14: concrete ►abotet' (s trust ere sl, stone spudding laborr•ts, track men, grading & exca-ttilq laborers, yard labutets, 1t+.7: puddler& on concrete paveiI Sk 0- 41 Dow .,^M awsx• III�^ where the change to the ...•nr news. $M Ia, -a.-,• sent, asphalt plant ibat- existing roughing does 6 hopper stent, all not have a labor cont Icher other uncklllad laborers 10.67.75+2). in excess of $1,500,000 9.00 2.72 +d Suffolk County 17.05 6.04 (MARBLE SETTERS POWER EQUIPItt'NT OPIRATORS J Cutters & Setter* 16.21114.19•c I10OiLO1Nf ceNs'i Iu1CTION): Carvers 16.)6 14.1'J•c t'Il.a ts; 1 17.030I 2.:C- Pollshers 15.419 2.90•••( BS•: t erators( dart Crane opkck-i C ;. 17.)55 2.1C - men Finishers 15.21 14.212.90•, 4.34•, IMMarble jLLWRIGBTS 14.45, 6.46 6.-' PAINTERS Class 4 15.905 2.41- County) (Su[folA Basic 11.95 4.41 Class S 16.905 2.:^ - Scaffold work, rolling BF.c scaffold 14 ft. and Class 6 17.105 2.47 - over, spraying 13.40 4.41 ei Structural steel 6 Sand- Class 7 16.655 2.;: blasting 14.66 4.41 8%-` Nassau County (Inwood, Class 41 17.480 2.4: - Lawrence, Cedarhurst, 11-` Woodmere, Hewlett, Hewlett Class 9 16.905 2.431 Say, Hewlett Neck, Hewlett SF' Park, East Rockaway, part Class 10 17.455 2.:C - of Oceanside, part of Lyn st-f brook, part of Rockville Class 11 17.051, 2.t^ - Center, Atlantic Beach, 41F•i Long Beach, Lido Reach, Class 12 16.155 3.1C, Point Lookout, Gibson and B4+c part of Valley Stream!+ Claes 11 17.71 2.0- Painters 14.04.01•]06 B•+f Spray 17.05.01+)ot Class 14-A 18.33 2.40- rife Escapes 16.05.01+)01 2.:= - Nassau County (Remainder Class 14-8 18.48 81,, of Countyls 4 Painters 11.45 4.07 Class 14-C 19.73 2.47 - Spray, Open Steel, Swing- 20.21 BF-° 2.:: - Ing Scaffold, Rolling Class 14-D It-! Scaffold 141 ft. or over 15.3) 4.07 16.85 2.:0• Sandblasting 17.29 4.07 Class IS PAPERHANGERS 1).15 111 2.:0- PIASTERERS 15.40 4.22 Class 16 17.2) PLUMBERS:BF+` Class 17 17.26 2BF+1 Nassau County Building, heavy 6 High- Class 141 17.07 2.4C - way Construction 16.1 4.97 81+- Residential 10.51 7.40 Class 19 16.68 2.40+ Jobbing (repair of pre- es -f sent plumbing systems Class 20 17.)) 2.:' - that docs not change thr 6+.= existing roughing or an minor alterations job e V T 0 w i Z to % r'1 I� I'"1 t `. .'i AI - )n 77 '"1I'•'+'.I nfl PAT fbP: IlPlrtl f•I:r': r-r'li+'r llnl:l cl.<% 11 CI ••< 71 1 eta%% 11 ! cls« )1 25 i roe 24 ira.% 27 1-l.•% 2N CI b• . 29 r1- 10 ri+<% 11 Class 12 class 11 claps )1 clang I5 rOt Ttt F^n11MFNT (Pr.PATOVS Jill A�•Y a 111CM)AY1, cl pas 1 clan% I Anna 1 clan 1 rl•+s S Cl was 6 Clasp 7 Clasp 9 Clasp 9 .,.wr s..•nu 19.95 7.10• Aar( Is.51 7.19• 10.17 1.10• $1rf I01.67 2.10• /t•( 17.15 2-40- 8%.# f .10•BCrf 1 11.07 1.10• , st.f IS. It 7.400 Class 16 et•f 11.19 2.10• class 17 /1•f 17. 705 2.10• class It s1•t 11.06 2.10• Class 19 s 1;rI5.09 7.cls.. IO t1•t 17.10 2.10• Class 21 01.f 11.70 2.10• Clean 22 y tilt 11.87 1.10• Class 21 $lot 16.96 1.10• clasp JI /1tf Class IS Poor cots Slats 6 T119 MAI erptooler FIIIAT NETAL I00111110p5 .r•reitiviii, r1TTEPs a STr.ANrITTEeS �.TON1: f)EPPICME" 6 PIGr,EP6 F.TOtitHASOVS TIPPAllO WOPAEPS TLPBAllO FINISHERS 7I1.5 SETTFP6 T11.6 FINISIores TPIICV DPIVEe5 Building i Prady-mix concrete. pond, gravel, asphalt I hulk cement F.ucllds t Turnapulls llcavy I:uclldR a Turnapulls nigh (Iso 114.0 1 17.06 17.65 11.30 11.81 16.58 17.02 it.11 16.80 16.50 2.60, 0111 7.10' t\wr 7,10 e\tr 2.10 2,10 /Ill 2.60 ala 1.10 0t•, 2.40 - at. 2. IOr 81.- 17./i 15.09 16.77 Is.le 16.91 11.86 16.10 17.71 11.00 16.62 11.67 16.16 15.12 16.56 17.70 16.65 11.07 12.11 12.25 16.07 16.88 11.76 11.16 12.07 IS -21 11.71 A v r.s• a•••I.n 2.10• 01,9 J. 10• 2.10• AI.g J. lo - /t•4 7.10• 2.1;- s►•_ 2.10- /t•c 7.10- Bltq J. tO• A\•9 1.10• 11•, 2.60. /1•q J. 40 - It -q 0•tt•q 2.10• tlt9 7.10♦ /1•a 2.40- 914q, 2.10- 0t•9 1.95 6.27 ,ts•ta S.7S 5:25 5.75 2.82 2.71 1.7!5• 1.a 25) DfcISIOtt tio. trytl-1077 W q.PFPT - rere lve rate pre*n 11eA for craft to which welding Is 1-IllentAI Unlisted classlfiratlons nerded fnr wnrk not tnrludr•d within the arnpe of Ibe elaaal(Irwllons Ilei ed art' be wAd,•a after Award only as prn.idrd In the lahnr atAnAanls contract clauwra 179 pre 5.S (.1(1)111)1. FOOTt1OTES, rAto IIOl.1DAy5, A - Prw YrAr's r -Yo D - tk.mnrlal Payt e - Indere--n-pay: D - Labor pay: F. - Thank%giving nay, r - Christmas nay A. rayl tool ldAysi A lhiounh F, rrewl-tent'% Pay. the Anniversary of the erepleyee's elate of rml•1 r•y re•nt, and the rmrluyee'a birthdAy. All employres whnsn rnntlet .n^. srrvl,e ciedit began prior to April 1 of the current year shall he entitled to a vacation of one week, and the employee whore contlnu0u% %ervlce credit started prior to Ortohr► of the preredinq year shall Ic entitled to a vacation of two weeks. Employees who on ?larch 71 of the current year have continuous service credit of six years or mnre with the Cnmpany shall he entitled to a varation In accordance' with the followlnq scheduler 6 years but less than 7 years I weeks and 1 day 7 yvrs but less than 0 years • 2 weeks and 2 day\ / years but less than 9 years I weeks and ) days 9 years but less ihan 10 years 2 weeks and 6 days 10 yeets.but less than l5 years 3 weeks IS years but leap than IS years / weeks 2S years and over S weeks An employee shall be paid for absence due to personal Illness, personal Injury, or death In the Immediate family at his basic rate for a period of five (5) days In any calender year. It. Employer contributes 68/dA . c. raid holidayss A through r Lincoln's birthday, Waahington'� Birthday, Coltuabun Day, Armlttrs Pay, and Friday after Thanks glJlnq Day. d. tail Ilolidaypt A lhrpugq r, Columbus Day, Lincoln's Birthday, Waphington's Birthday, Veteran's Dsy, and Election Day, provided the employee worked or shows un 7nf vnrk nn thea *rhedule day hn(nra and the schedulbd day after the hpliday. e. raid 1(o)Idayp, One half day's pay fnr' Labor Pay f.rald polldaysI A through rt I.lncnln'a Plrthday, Washington'* Birthday, C01ua6rup Pay Flection Day, *nd Veteran's Day. 9.Al: llolldpypr A �h rough rI Lincoln's nlrthday Washington's . Colushus Day, (Irctlop Day, and veteran's Day. provhed empinyre -rka the day after the holiday. h. For each )S days worked with the eontr*rt ye Ar an employee will receive one day's vacation with pay, maximum vacation of I wreka per year. Employer contributes 61,00 per, day to Security Fund. co CA) rn ro w a • V 40 w CI A.;If ICAI 'IUII LISCBI I•T I DNS -IUNLot IOU IPMLNT OPLMTOPS CLANS 11 ICAT IGH LI GA II-I Iu115-I�NLN 1t1U1 hPl. lfr OYI KAIUNS tWll'l) , Class 771 r—'s, Lu)ylc. FU 11 uIIL; ia;:c•T IWiTIUn1 Clans Is. pullet, 11 r1..h oo-1.1ne ' Class 791 stuup, calm-nil, .craper In lat,drm Class 11 Aaphatt spreader Cross )01 alae Lamm tu..tur lusa•d In tank work) CIA•• ): backhua, plant loon shovel Close )11 stripping w,hlne C1a'.s 1: p ewer, Fatyb L.y plant (un aIle o! job', (used for site f Job), winfoe Class 12. Tank wa.1k at••nr Cor a Styr ll, {•uw,•t wsnah truck muw.leJ lueed to[ •font of eltel). 1.6ed Class 1): Tuner clave (yoyin,rl) F.•'I• Class It: Towel Coale ("il-I 1: u 1l-ds ng NA,t.I I.aT, a)l'lle r•lOr IBeall), vibrator () l0 51 dinky Clava 151 Melding n,.lahair•, structural steel 1... „1' U t 1 a.• h"lla•1, bull.10'er, COmpless0t 1011 Crane), Comprebsor (pill s.u111. nl r. ,,r (stone selling), concrete bleaker, conveyor, gene-loading machine Illont endl, maintenance engin,er' 1: booLuring U1cr ln..0 mc-haut.AI c..n {•,yl- s (machile drawn), powerhouse, power winch truck A% A►pLelt s..,h1 m truth, a...ch Coro Iu aes Cler t - mc.,,nt,•.1 It' -d fol colic, than steel or stone), pulei-miner, power winch { holes) CY.1 of MS.- crony crony Icl.-der or truth', cun- (Coned fur uthrr than aloel►;.pump (double action dlaphraml, purni, (gyp- vpyor (mull'). plart ,u)rr.ael, conn ,te it. . 1, ssd,buom ltect1•1, s,.). 1,1rl. Ilry•1l tut s, 1, 1-tarp Dell, pump (single action - 1 to )1. •lune a(.seader, ,$It 11, chain; 1,iL.tr J+ I.tuop setting', fstsuctutal st-.11, {nmq. Dell pusl,tl, wel,li.y and buinilg, welding machine (pilework) .. !a.up, uA1�y CT.lue 414411ne, st.ad paver, shovel Cldcs 6: hu,.m truck, dace (crawler or truck). conveyor-Multi plant yiadall, psl,Jt&v,r, ders&ck ef-JClass ula,'t, •tuna apt ea Jc-, Is.!sbot npc Ileal ); Satchiuy pl.wt lot, site of y.lil, cralne ion barye), (1. !: Comprc1'.v Cee. pact! 0[ sora In Yl, generator, slda-buwla tractor luscd in t-1, work►, tack wutk 1- Cities /: •Bending a.Idi u•, n,•a'hanlcll compactors (hand operated), vuh(taint -l"s np, pill puller, portable healers, giants 11 Inch Or twirl. le pump 44 • pump (centlifugal, up to ) Inches), trench mtChluelhanJl tIA'. tin. 1-u�q,cs, we ldJ —it, Ills t, d1.r er,J Luum Iruak (setting structural or •lone Class 5: Wiley Cl..- 9: Uu11 J., t,r 1— for excavation), flreman, loading Lachine, Class 6: Boeing machine Ipost boles) I (Carly-all earals•ll vac-all flans 7: Bulldher, cuursele finishing machine, conveyor. curb 1 10: Cnl us sa.im spreader. concrete Bpitsdor, derrick, eldeboom eaahl na, 'asphalt or cu.cn•lpl, cuslny n.aChine, Ju1ky lucuwl,vr, ls...tul IIi,nitn, for kIif t, hoist Il Jr unil, loadi Coy na,hI maim rl•sme Cltins 11: Conq.lessor (structural steel) englsrer, pulvi-miser, pump 1/ in. or over I. ports (hyJsaulsa-1. Claw It: cunyl,tr a.aw or cutter, mix,•r With skip), wiser 12 gall, pump flet), pump (subne•Isiblel, pump twell poIntl, roller, 15 tuns -141, or .rtbuut ►kip), p,unp (up to ) inches). tractor caterpillar or and over scoop (carry-fill, •craper), L.alntenance man (tower craue), wl.eol vac-Ul, welding a butning Claris I)1 ('I Cole -Ill. Clam eho/I bucket Clus Bl Comyresou[ tun crane), generatus (pile work), waldury Claes 111 Conti('. Crawler 04 lrvckr ' m.dslue (pill wol k), I'uwa•r winch (used for other than st011e or a. boom lenylhs of 100' lincluding jib) but less than structural steel) poser house, loading machin. (Hunt end), c06.- 11,0' pressor (pile walk), ►'owes winch (truck mounted, used for other L. 1luulalengths of 1;0' lintlodinq jib) but less than than stone or steal', hu&sl 12 drum) 2,0, Class 9: Coag,rpxsos t2 t/ mare in balt,,sy) C. boon lengths u/ 2;0' IincluJing jib) but leu than Clots$ 10: coa.prrssur 1:.1 Cons tiyttia.)), c'-presnur IsUuCtur al ateell-. weldilg machine(stluctutal sleep J. Unum 11•ng Uas Col );0' flus 11; Co..pra•.acn, now ICL xs Jn ins, put pull,&, pu.g1 (.6.uLle flats 1;: Curb mrchiue (anpllall or concrete), curing machine, plump act Loh Jls{duaymi, pauq, 14YPsasn,l. Vu^P (single action 1 to )I. (:. A-, :•11.1..1, 41--1 craue mail.lenenr. .,an slriping maa),int, w, 1.11 Coy a..,a blue Cl..., 16: b1 cJ•Ip Class 12. Wading mach-c, w&Ut bucket capacity of 10 yards Of CI-11 I): llcvdtor, loskllft, hoist Ildstum) Over Class 1): Concrete btedker, Cuncr,te saw or cutter, forklift CIA,, las h.l 11111 (walk-behind, power operated) (walk-behind, Irises operated), Ily Jra-halnn.er, mixer (with skip). Class CI.-s 19: 20: G1.IJcr llussl (2 drulnl mixer (2 small wth or without skip), mixer (2 Day or over with Cress 21: Alia nu&at (multiple p)atfurml Or without skip), power buy(jics, !,ower grinders, ridge cutter C'la:,s 22: th-0-nic.11 cuuyactess (hand operated), trench Machine Mand) Class IJ: Dredge CI.,-., 2); t nuil.t ldod,:w plalle&c1 (.lase 151 Genctator (Small) Cl., .s 21: nyJr .,-hnuu.�r, rlJyp cutlet Class 16s Grador Clv'.a 2;: LoaJluy w-hin, Iwlth capacity of 10 yda. or over) Cl-r. 26: Oiler, clump chlppet a • V 40 w err r' I„yr Nn. Iry 91- In 21 11,e9e 7 fia'.^.ITIUTION f`r SC11IM1nms-Mwym r001fNCNr oPRM70t1S (CON'TO Pim r•111.2 ro"sTPPrTIMtr CIA- 17: Iron•t 11 d nrnl, power wi-tt (truck mounted, used for ar�ne ^r nt.ell, p^wet winch (caned for stone setting a structural alae)). Itrnch mnrhlne C logf Isr MerhanlC Cle•s If. N.•cho.1cal truq+ectors f -chine drawn), roller foyer S t7�:!20, Oiler, rent cutter, stuep chipper, ttwde ersne(oller, track la«pe rl, 12 engi nears, each) . C1g •e 11� rortaAla heaters Cl.ge 22r rower Annra CI.r•• 21: rump (Cnncfet el CI••a 14, Scr.r•p (carry -ell, scraper In tandem►, tower crane len�ln�er) Clogs 2t1 Tractor lcsterpfllar or w%ee1) i SOfEPSFnT.AS ntCiStOlt STAT[s Teoas C(WJNT1[Sr Syalewlde D[C1510N NO.r`T7e)-60S) DATLr Dole Al PoAllc•tlon Supetsedes DeI; sloe No. net -105J, doled October ]+. 1+02tAn /) rh 214 TION Or N0PR1 See 'Agee Co.••ged A7 Various 2nnes� Alr Tool Non , AspAell Htaterwa. Asphalt hater Asphalt Shoveler eslching r1ent SCellwaA es ttert•ostd Selttr Csrpenitt G rptnlet Helper Concrete Fleisher (roving) Co ncrtte rinlaher Nelper (Psrrl nq1 Co.cre-ie ►InleAer (Sttuctureal Concrete rinlsher helper (9.1ctures) I concrete Ahbor Cleclrlclan . electelcien helper IoM Pullder (Structures) Iona 6ulldef Nelpet letrutlutts) Toro Liner )laving 1 CurAl, ►ere Satter (paving a Cur raw: Srl U r Helper (Pari a Cut S) rern Stttsr I6tructure pet■ Setter Nelpet (Sl elute 1 Lahore./ Cemnen LsAnrer, ut111ty Msn Manhole Sundae, Sr Mechanic Mechenie Nelper 011et 6trrletnsn ►sinter (Strutt s) rlleerlrtrmen ►Ipeisret rlpeloop" Netr pneueatic Mettarohn r, vdffeln helntereln 91ee1 Reeler ITering) AtI nforclog Steel Setter fSttuctures) 0111 1 2nn 2 r love f) t0116 1 InNc S M..Ar Nw.lr - 6.00 5.00 - a.;S.)5 5.<) 7.a0 1.65 1.15 6.10 6. - 7. 70 6. 20 6.50 10 6.20 S-11 6.25 ` 2s .10 5.10 1.70 5.05 7.25 7.50 LOS 6.2S 6.S0, - S.60 - 1.80 7.10 1.25 S.90 S.10 6.70 5. 5.60 5.05 1.50 7.7S 11.so 11.)6 10.55 /6-; l-e.20s.eS 5 - 70 7.110, 6.00 5.15 - /. 1.16 5.00 7.75- - - 5.20 7.05 7.15 6.25 - 1.0S 1.60 1.75 7.55 7.30 6.15 S. 6.25 I 7.93 6.25 f.SO 1.� 1.9S 1.90 1.65 I.e0 1. 0 CIS , S.S11 6.00 1.90 1.75 6.00 _ . 1.75 7.66 7.20 6.70 OS ; 6.SS - 5.60 S 6.2S5.10 S. Is SAS S. 6.15 6.60 saes S..10 S. i.00 - - - 6.9s 1.65 6.90 7.10 5.70 5.50 S.75 6.00 6.75 6.)0 6.05 - 6.10 5.20 6.25 ! W W 777 N Ln NE'N YORK STATES DEP.4R-_MIT CF TMWORTATT_ON A..+�. JU.2'y %oa (Revised April 1978) Tha £ollcvLng will be incorporated verbatim in azV airport development contract which is eligible for Statz furdizgs under Chapter T_7 of the Laws of 1c67: 1. The work in this contract is included in New York State Depart ent of Trsrspertaticm Project No. _ , which is being urder t aken and ac c cmp L shed by the ' ' and the State of New York under Chapter 717 of the Lars of 1967, pursuant to which the State has agreed to per a certain percentage of tba allowable project costs. T'.•a Stata of New York is not a parte to this contract and no reference im this cw trac : to the Commissicm-er of Transportation or azz7 representative thereof, or to azq rights gr anted to tha .Cc=zi.ssiczrer of Tr enspor:aticn or am representative t: erect or the State bf New Ycrk, b7 the coat. -act, — the State of New York a parry to ;.his ccnmract. 2. The Contractor agrees not to assign, transfer, ccavey, sublet or Otherwise dispose of this a=t:set or ary cart ::ereef, cr CC its right, title or interest therein cr ita power to ezecuta such contract to arq Person, cc=arf or cerperaticn wi=:cut the Prev.cv.s consent in .rri.�.g of the ` •T ci;.al Cer: oration anti the C -rf ssic zr of Transportation. 3. The C=T -Tactor shall sUcw a=1 authorized representative of the Camadssicmer of Transrertatian to ! spect and review az�r work or material used in the rerforance of this contract. 4. The C=tractor agrees that in accordance vith its sta.,is as an LYDEF"UNDElT CCINMkCTC.?, = w:' ccrduat itse-' # •+r. th such status, that It will neither held itsel,: cut as ner clan :o to e.n officer Cr e=lcsee of the State bf reasca hereof, and ::at it •evill not by realm hereof, =&Ice azU cla:mi, demand e: apolicatim cr f cr a --q right cr rrivilebe_ applicable to an off icer or e_=plcfee of the ' ,e• State, iselu:—Ing, but not ''-4 :ed to, W:r-en13 C:» a=mss:ice coverage. Una_plcTm=-,. wsu:snce ?e:efits, Scci..�. sec= ---v ecvetsgr cr Ratire m-emt :Semeership cr Cradit. S. r..v==,:- - Ile Cwt. sctcr ag--ees to Pr. ccu_-e and na r..3rn irzursnce ct tie .mds and in :re =cim-a hereat'.er crcv'_ded `'-! esu s ice ecmpanies aut: crazed to do h=izess is :Jew 'Icrk este, zcvering QVI =erat'_ms under the=mitrsct, whether rer_cr=_xd ';y it cr ty suhecatractcrs. ?efcre ccmr•.enc'i_-g the •rer'k tl-- C,-=tr%ctcr shall Z�:r��S11 tie Stat8 :C ==spCr antis: 3 cert_::3ata cr cervi:izatzs is f crm 3atizf _C _=.r to =a C.—I z3i=.:ler sncx4-,5 :!:3: it has ec=lied with this screauia, mhi . cer:_::ilia .vert=:=cstas sha" mrcv:de that t: a ;a_, - c'_z3 shat' not to zt-t ged cr _arce'`._d anal '`•� �.,,I isys rr_ :.an not__e ss been en •.:� Ca ;suer. :he lcL1 s and =cum -.3 ::I : :su a ce r eQ1iz ed axe 33 0 0 . A r A- ?cliey or ;c'=cies covering the cb'l-I ga tiers of the Ccnt: sc ::: in aeccrdance -s-_:h the prc;visicns of ar; acpllcable Ccapensati= C.- Cisabi:i:J Eane its Law, :�clLdirg f:.r the State of New York, Chapter 41, Laws of 191-, as ez_-e_ known as the ',tier -r en's Ccmpensati= Law, aid ar ziments - thcreto, and Chapter 600 of +.I.,- Laws cf 1.949 as am ended, known as t.':e Cisab_11 Zr Benefits Law, erg a5:eersn: "shall be ve'_d and of no of f ec ;. u iless t: e Contractor procures such polio; er-o'^cies an; ma:ntai:s the 38�e :.:. f once - tezm of baa CMtract. B: _Protective Li abi" z{ I suxence .issued to and covering the liabili z of -.he ltt-iicipal Ccrperaticn, the State, the Commissioner and all emrlccyees or other representatives of each of tem, both of.laia..7 art perscza ly Frith _respect to a31 operations under the c=t-- sat -'1- lading `:etxtssicns ar.d superri scry acts of t:.e ?.1t:rlcipal Corpor aticn, tte-State, the Ccm!r(ssicner and their enlcyees or ether :.__representatiies. Polcies of bed_:,; ' :a_bi' : v and property damage 'ability !==a-ce, eac:: � •.h ll�ts cf liabili 7 of not less than '5100,CC0 •'cr s11 damages -arising -., . «. i., 1 .. a ... � .1 .... ::____CUM of bodily i..,,`L.f, .rC�.,..—..s death a � �i t":P_ `there±': cn sti:sta =e tY one per sen is a ;r one accident an: .subject to that. '-'---I t for each Pers,.:..; not less than S=,CCc ':::for a'? damages _rising out of _ bcdi at a=j. t:resz'_:1:.6 therefr:W, s.:sta�ed 'cy two or mere per� sons in art one accident, and not 'wys than - Cd,CCO.fcr _ all damages a_-•ist :g cut of ' ",ury to or des : c ..& of -_property in a --,r �e accident aid sub jec to this ?.iii t per - _ -accident, not less *',*n $)CC,= for all danages a_ri sing `crit c; injuj_ to or destrsct:ca of properW durting the po11Mf period. During the perfor--ance of this contract, the Ccatractor agrees as follows: -- --- a. _ The Contractor wi?1 not discriminate against axe• employee* = or applicant £= emplcyment because of race, creed, sex, color or na,Icnal cr4.gin, and will take affjz...ative act-'= to i:nsI t that they a.re afforded equal a=lcyment cppor-...4 ties _ '-Tithcut disc.-•'_..::: aticn because of rLce, creed, sex, color or _national crig{ln. Such ac tion shal-1 be tarn vith reference -_to; tut not ILn ted to:-_ recruitment ea-mlcyment, job assig sent, prc=tica, upgrading, demctiW, transfer, layoff terming tion, rates of pay or other f c:...s of cc=ensa icn, fi ' —d selection for rsi:L:.ng or. reetra:Lzing, is cludizj L'Ppzleaticeship and_ on-the-job trainin. 187 188 b. The Contractor 'mill send to each labor union or representative of workers Frith which he has or is bound by a collective bargaining or other agreement or understardirg, a notice, to be provided by the State Divisi= of Humm Rights, advising such labor union or representative of the Contractor's agreement under clauses (a) through (g) (hereinafter called ,nca-discri=:J: st-1= clauses") . T: the Contractcr was directed to do so by the contrsctinq agency as part of the bid or negotiatica of t.,:s contract, the Contractor shall request such labor union or representative to furnish hie with a •written statement that such labor u icai or representative -mill not discr i--4 :ate because of race, creed, sex, color or aaticnsl crigin acrd that such labor union or representative will aff ir--atively cooperate, within the limits of is legal arca contactual authority, in the implementatica of the poli. -.r and provision • cf these non-discr minatica clauses cr t: at it ccasents and agrees that recruitment, eralcyaeat and the tar ---s and conditions of emplcgyment under this contrsct shall be .{iz accordance with the purposes and provisions of hese acn-discr i=zat.cn clauses. If such labor uricm or representative f ails or re", es to coaly with such a re=est that it ftizr ish such a statement, the Contractor shall pr---••ptlf notify the State Division of iiu=an Rights of such failure cr refusal. e. The Contractor will post and keep in conspicuous places, available to employees and app?lcsnts for em•plaj--ent, notices to be prcrided by the Stara Division of Rights setting f-crth the substance of the orC isicns C -f clauses (a) and (b) an.. such provisions of the State's laws against discrtmin aticn as the State Ccan:.ssioner of uuman Rights shall deter=ir.e. d. The Ccatractor will state, in all sol citaticns or . advertisements for e=lcyees placed :y or cn behal.•' Cf the Contractor, that a� qualified applicants mil'_ re • at'f crded equal emplzj--eat cpper r,=i :ies •rri :hast discrimination because of race, creed, sex, color cr naticaal crign. e. The Contrector will ccmply with the Prov± si cns of Secttcn .91-299 cf :te executive Law amid Civil Rights law, mill furnish all i.-S-c:--ation srd re -.z deemed :.ecessa_^I the State C ssioner cf ",!-!-Rn :::sots =der these r- .- discrimirati-i z1ausas and z:ch sec tion of :he=xecuttve Law, sad 'rill Perri: access to his books, records and accounts `:y :he State i,.--missicne'r of u.i^qn :L' ghts, :he Az .cr_ey :,enerel ars he _-dustr:2.1 Cza=issiz.-ter :or purnoses ;f isvest_gst_cn to ascertain cc=l'_arce •+►-i:h :hese acn-.disc:.:= nation Z ruses a=4 such secti=s of the Sxecuti're Law 3.-A %-.'411 align -.j Law. u C. Thi3- contract may be ; cr : xi.h cancelled , ler;' hated cr suspended, -in uncle or in par:, cy the ccn:racting a__.^.cy upon the basis- cf a f is d i ng made of the State C=:ss icner t t tr , Cf �� Ri �hL3h8 .he Cin 8C .,. ti..aS no-. these non-disc:=jyaat.cn clauses, and the Cz:ntrac.cr may. be declared :ineligible Ccr f u..L e ccntr acts ode by or :.n behalf of theS; t or a -uoL' c euthcr'_^.,r or agency c. .ha w STATE, until he satisfies the State C_tssic•.ar• of ilii:_ n P: gets .tha. he -has es tablizned e:... is ea—Ing cu. a==cs=== in'-4CC.f•orm-4,7i vi. _h the r_ v-isi....r of these ^r -n--4 43c.. a:_cr. clauses. Such finding shall_ be =de 'by .tie- State Cot. � ssicrzr of Human Flights after ccncillatic: e�fo:t5 C•' the S.H.a Division of li: Ri;ht3 have failed to ac .leve ec= a ce -with-.these nca-discri--':..a.icn clauses and af.cer- ver:= ied .homplaint has been filed tie State Di•risicl of E -an Rights, notice- thereof has . been a fen to --tz Ccltractar . and- an cpporn=r/ has been -&ffcrted hi-- to be heard - publicly before the State_Ce-issicner of -''^- R ghzz cr- _ his designee.- Such sancticr-s may -be imposed and re=adies invoked _I.:depetldeatly of or in addica to- sa :cti=s &zd remedies^othervise prov:ded�ty_law' 0- g. The-Ecntractcr'writ.' include -the prcvisims of clauses -(a) through (f) in every subcontract or purchase Crter in such ' .a manner that such provisions wi11 be b:.ding upon each' subcontractor or vendor as to cper atm cs to be per:'cr=ed within the -State of New York. The Contractor wi1L take - such action in e=fcrc:.zg such provisions cf such sulccn:Tact or purchase order- as the contracting agency =y direct, including sancticls or remedies for non -cilia ice. 'if the Contractor beccres_ involved in or is tireatened with 'llti,aticl with a subcontractor or vendor as a result of such direction by the ccltracting agency, the Contractor shall pr=tly so notify --the Attorney General, requesting him to intervene and protect the interests of the State of New 'York. _ 7. Labcr Taw -- - - - - - - �� --- The Cen Tactor specifically agrees, as requi.�ed'b� the Labor Lair, Sections Z20 and 220-e. as -amended, that: .The execution of this agreement for the Contract= binds it to the folloxing speeif!4 agreements required by lim _ a. No laborer, work --= or mechanic- -1.n the employ of tha - - ecntractor, subccnt-ractor or other person doing or ccntractin 3 to do- the whole or pa. -t of the work included in the agreement --shall be perW tted or required to work more than eight hours in any one calendar day cr,Wcre than five days in ary one week in the performance of work included in t.h13 agreement, except in the emergencies set forth in the Labor Law. 1.9V b. The wages (including supplements) paid fc. a legal day's work shall be not less than the prevaili_g rate of gages 2. No cent: act:.. or -.ubc= actor cr °S;T :ersca cn t'.is behalf',. s!:al.l to g'"J :tanner discr:--4-ate imtizzidat2 ary explcyee h.::ed f:.r the re.r:'c.-rarce of work under the agreement = acccuz-. cf :ace, creed, Sex, zolzr cr naticnal. =tzin. 0 i. IP (including supplements) as defined ty law. CO The mininim hourly rate of wages (including su-3plements) to be paid shall not be less than that des: mated by the Industrial C=missicner. d. The -Haim hcurly supplements to be paid shall be is accaMance with the prevailing practices in :he locaLty where the ccatract is located and shall be not less than designated by the Industrial Cc-r"13sicner. SuppleMents as defined in Section 220 of the Labor Law, as amended, swan all reaineraticn for ealcyment paid :z ern! medium other than cash or reimtn zement Ccr •exxre=es or erzy - payments which are not wages within *..he =,eAP� of *.he - lax, including, but act lix`ted to health, ire L" are , r. cn- occupaticnal, disability, retirement, va.catica benefits, holiday pay and life insurance. " e. The Labor Lax prccides that the agreement ms�r be for.eited and no sun paid for &:q work done t: ereurder ca a second • ccnvicticn for vill.I%Llly pwy ng less than: - tr 1. The stipulated gage scale (including supplements) as provided in the Labor Law. Secticn 220, subdirisica 3, as amended, or 2. The stipulated minirua hourly scale (including supplements) as provided in tae Labor Lax, Seeticn 220-d, as amended. C. The Contractor specificaLlj agrees as required by the provisions of Labor Lair, Sectica 220-x, as amended, that: 1�. In the hiring of a=1G,•ees for .he ;error-.snce of work under this contract or any subcontract here- under, no ccn~aeter, subecnt. aetcr, nor a y person acting a beh,Al of such cwt: act:.r cr subccntr actor', shall by ream of race, creed, sex, zclor cr naticnal origin disci_ :nate against axy citizen cf '..he S to .e • of New _crk Who '_s quali:'_ed sari ays;_ab'_e to ; er_7c= the work to wtich t:e emplzy-ant :elates. 2. No cent: act:.. or -.ubc= actor cr °S;T :ersca cn t'.is behalf',. s!:al.l to g'"J :tanner discr:--4-ate imtizzidat2 ary explcyee h.::ed f:.r the re.r:'c.-rarce of work under the agreement = acccuz-. cf :ace, creed, Sex, zolzr cr naticnal. =tzin. 0 i. IP 4 3. There =1 be deducted :'rca the=mcu^.t ma able to .he c --n-. aC:cr ;7-.r Stata 1: der the a penal; of , ive dollars f cr each cerscn -.cr each calend—a- dy duzri= wC-ich zuc Ce_scn -Aas discria=nated against or iati.tdazed iz vtolaticn of the provision of t6he agreemen.. �. The agreement may be ca :eUed or termi: aced by the -State ars+ a'l—1 mr-nias due cr to beecce due thereunder rA:r be forfeited f cr a second c_ &=y subsequent e-olaticn cf the ter..s cr cc :-tions of t:.is sectica of the agreeren t. $ Code cf !t"" ^a The Contractor agrees that this agreement tray be cancelled cr .terminated by the Uunicipal Ccrpersti= :f a.w work ti:: de: t! is agreement is is ccn:'lict With the p:cvisicas of Sectim 7ti of b the Public Cf:icers Law. 9. �,atgn' -? ghts pa;,�»=sh:.e cam:: e''' is names, as veil as al -1 i=fcrmsticn, designs, speci.icaticas, k=cw-'acw, data, and f ind'-na's , shall be made available wit out cast to the State or its Lceasees for public use. 10. Ca=' { t—;ce ,� ;,� Q -the , Laws . Agrees that he will cause all persons a=lcyed upcm the work including his subcontractors, agents, cfficers and a=lcyees, to comply with all applicable laws in the jurisdictica iA . which -the work is pe 'ormed. 4 Alpha// Erllu/s�or! .Slurry Sen/ - /f��7 No. S56 - FA.4 (Zrr�'/sides Aspho/f ��u/s�orr Tc/f moa f ) ASPHALT EMULSION SLURRY SEAL TREATMENT ,r"& ✓?ii I' TYPICAL SECTION I A L\X\N See Plan mew for Loeuf'ion Saw Cut Pavernert K2, "w1nirnurrr) (Payrr/er7f Zrrc/uc�'od irI /femNo. 51F-85EF) Aspha/f- Erne//s/ort Slurry Seal- /tern No. 5 5 s - FAA (Irr�'/odes Asphp/f EirU/s�orr %ae/r Coof� Ex,s�,hg p -5'.,l S-bbos-- ,r��a�rrrum C.BR �' 4 E,rsf. Asp/k./f Asphalt Concrete Remo Vol �' /4eplvicert7enf /tem No. 51,C -85 EF 4 8iturnirrous Sur�vice Course (%2.. ,r aggregate)-2Lib�5, (Io" Crushed Agyregale Base Course - 2 Lifts BITUMINOUS RUNWAY PATCH DETAIL SCALE 3/8 =I - 0it TYPICAL SECTION J131 L oea f/ons fo be Qeterrrrir:eq' by the Erigrreer -- -- 10 -- -. - J 11,711_ - -- s---- yo��or� Sow Cut and Notch Exis/ir/y IVOle'h Defoe/ (-Payw-1,:�rrl Zr/a/udedrrr llkll- /o. Aspho// �rrru/lion 5/carry Sid/ - bt-iyv No. 55 S - FAA �Irr�'/odes Asohn/f Er�U/sror� TQe% Goof) Airport /!/loroger, Confrucfor, ohd Errgir�ers elk FISHERS ISLAND ELIZABETH FIELD TOWN OF SOUTHOLD " SUFFOLK COUNTY, NEW YORK NO SCALE /Remove EX -<.7 � PaVe�eaf fv o W1171,W41,V OaP�h o/ l jinn. 3'�,aX. (Payment to &- 4-7c14,1ded /r' oos/ o/ /terra Alb. /00011"X4 8/1-um/n0u6- Re5ur,1gee0' Po✓emerrf Patch lfexff /too. lobo FAA �jifum/mous S'ur/aee Course (%a" pox. aggregafe� - /tem No. /OOOFAA (�„ /rlOxirf�u/n //// depf/l) Asphalt EmUls/ori T ak Ccbf (PQy�errf Zr/c/sided /r� llew No. 1000,4A RUNWAY DETAIL (TRUING & LEVELING) FOR DEPRESSIONS SCALE 3/811 = Ir-0to TYPICAL SECTION IC L oeo tlor/s fo b,0 De fen -v,, ed by fhV fi-rgirreer NOTCH DETAIL NO SCALE t 5ov 151. OG� CROSS FOR CLOSED RUNWAY SEE NOTE 7 Ger�ero/ /1/o�''e's /. A// worfr Corrfe ,olofed �rnc�` this c�ori/reef, to L� ea v�rod by orrd it Corr�ormi fy wi /ij 1-17esooCico/iorfs vdoo%d Noy / , 9108, os o�o'odby fh`� Co�nmrssiorrer o,/' mob/ic Wor/(s � �`� Cous�/y o�,S'c.��'o/K it/��/ Yor.� Q�d �r�ff/ted '"�Ub/ic' Ll/or.�ssa�Ci'ico>`io�r"�Xo'�pf os �c�d o� 71is P/ori oro'i� /�� ,or000ra/. Z. 3. At the Cor?1 /efior� o�' H/ore Co �ered by the Co/rfr��`, �/z� Corrfr�-for shall c%r o/lor�os wi/hii7 �worl- life' o� corps/r�rcfior� �bris fo fho s'o7'rS7oC1io/7 of f/he 0,- leave 71/,A- area i`ro oaf oro�r-/y cohdii�ios� 4 Prior fo A"le dai y p/oc�rr,��t o,/' bif�rr��r�oUs rrrof�rio/, ,�i� �orfr-4a r shA// Pf-ooer� o dog/y /oydowr7 ,oigs� ,/'oma oG.vroVo/ by 71h� Ei�gi�rorrd Airiof-� Mos�o�er. S /1l/1?er7 ohy Z451oo14r7 /he oircra�'� r�or���� `oleo is-e'qu11-o4' /-o trove/ over arty pottier c' �`i?m` �r�o, 174rr by O vehie% proper/y ide/�f•i�d tz� ope�r� �i� �i�e Q�� or ,orovrded �r/i�y a ,flog 0s7 o sfo,��' soo, Qch�d ,�o by ' Vee"hi2% f/in�` wi//G� r 'J visib/�. T� �/vg shoo/d.� trot /els fair 3�'�� sQUnre Cor�sis/ii>y o�'4 Chee.�er�' ,00�fer� of ire/�r�/o/ior�a/ aror��e ora' why/� sQUor� cal mor ,mss �r erre loot on each sloe. 6. Item 51 F- 85EF, Ae l(�,o%aexmr/ and //r5�;7 /000 FW -,4, Bifurriir�ous �Pesur�'ocec+' Poc%rrrer�r` fc 5,uperce4'Ps Par�II; seo�ior 8, lu�liroup L'orrar-,� off' {� "pub/�C Gl/or/ls s�ai�ico/roris :' 7. A ye/%w cross shall Ze /o%oo' Q7' Noah erd o," h5 ro0'`laV fo derigrofe //re terrPorary casing• The crosses !,r/i// be locofec/ on foo C)Z' h!bv rUrr�voy ru�ef-o,(s ord be corrsfroC��d o�' arty rWIZ107 rrro��rio/ such os �ob�-��, p/y�•voad or si�i/or materia% Te cc�� o,� ,�urrrishir�g, ,�irr/ii>9, R/oci�9, .s�ori.>�, rl�Qirf4ir>�`r� nw, rer7oviiiy s/�o roc%rd� it price biv' /0' - f/>s 8. The L'or�/racfor shy// re/t1ov� �'XiS�=iii rur�/vy ,ori ll /71Ar��ys by Qso�p�or rte°/hod. rQesal�`irry debr1;s sho// /-I--pro�,o//y f-��o,�ed 71r0rrr flip ,00ri��rre, sa/-/'4ee Ord �'oy/r�rCf Sifc- ir! 47 mor�er SOfis�acdory fo h1 Payn-r�r/ sl,�r// be ire%dad iC1 �e car/ gn oar i {e�s_ 47 In order 6 oP617 #;L- p0i/erraenf fo h'n/rlc, *in�-ory %alk- ' o/ -1 -0 o 0 fid S,c�ci�ied coverage' row will f� Q,00/rte' 24 fo �8 hours alter fi,� ,r�,( ineIV4- o/' die Bifur�lirous mol Ccof These flies f� 1r1W1,�fed of die /DO% sp�i on' row a�lei- r�/re sUr�oee hos &V ori odeQoo> time cure see - /feiraized Pr000so/,Bcb,C��. There sf�// f.� no oi'fio"/,r.�y�errr` /or the fpao. nwr, -Ikgs, M74 -car/ slz�// ,Ge irrdudPo' i� ,tie rorise� b1c�' Ar lfei� A/0-640 W- FAA, alhife Re1/ecr`nr1�d /Pc�rr�vay Nlor�sgs . /-/414 r'r01ecT IVO. �J-/-J-J(D-csvG`1-vI / Nr� LJV/ Yr�.CFCT /VO. II 11 0 PROJECT ENGINEER= DESIGNED BY: M. Lz-o/c 4/65 CHECKED BY- 4/8s DRAWN BY: 141,-191e,Mol 4196 COMPARED BY: M P,,/e s/8s SURVEY BOOK NO. a I ' 5 9.5 x 09.5 X 9.5 Li x29.0 O 2 J x 39.5 r },\\I 29.0 Q \C'� I c 8.0 WHITE REFLECTORIZED PAVEMENT MARKINGS (NUMERALS)- ITEM No. 640W -FAA See DOT FAA Advisory Circular , $° AC No. 15015340 -ID Existing ° 4 - Concrete + Apron II 6p1-- II ° i2p' f T Ypiq �� 80' .0 7 29.0 j OLD / FORT I FI CAT 10 NS.-- .5.0 11.0 9 .0 r ,' RACE POINT 29.0 2s � \ 19.0 29.0 ` 24.0 27.5 4 0 VER EEL j � O � 23.0 12.5 POND 22.0 .1. 5C� V 21 - ' .0 21 .0 _ 16 .5 �\ 39.0 /% 1� = -= `I U- � 13.51 49. 36 0 3 6. 0 62.5 x O �\ 10-1246 2 5 0 62.5 ! 7.0 V 18.5 �� \ O/ X 19.5 i / 9.0 21.0 � j r �� x \� � 0 22.0 x x 10-1245 /x13.0 �� 1 8. O ./ 1 /� � I 12i 23.5 /j 135 + 23.0 22.0 27-°� FORT H. G. WRIGHT i WHITE REFLECTORIZED PAVEMENT MARKINGS 12 WIDE CENTERLINE STRIPE ' ( TYPICAL) ITEM No. 640W -FAA � a ELIZABETH -_ I1 .0 0 o' 0 FIELD 9.0 13 .5 22.5 --- 9 16 . 27'5 13.0 7.5 / x 10.5 '11.0 / / \ 7.5 t / \ 10.5 '` a OLD 11.0 X FO NDATIONS � i ' M ftft Existing Concre to 11.0 -+' Apron h 1 0 LEGEND Runway Poir7tirly (White with Medio) A sPho/t Flva/sion Slurry Fe4 / Tre l wer;rl EXISTING RUNWAY LIGHTS ® (T,oieo/ A ) 3±DOFF EDGE OF PAVEMENT (TYPICAL) ITEM No. DESCRIPTION UNIT QUANTITY FINAL / M Mobi/i zc� fior� L. S. Alec. 5IF-85EF 4spl7a// Concrete 2erVoVa/ ¢' i2e /aee ref .S. Y 350 55S -54A Aspha/-1 Emu/s/on 1/4rry .Sea/ S . Y. 70,000 IN -FAA P1/1711 -e iPe,�/ec�rized �2un�4 /lilor,���ys S. F7.000 ./000 FAA 611-4M7117ou6- ;5- Y. /,000 NOTE: Locofions �'or Aspho/f Corcr�fo R�rr�ovo/ �' /-?eo%e�o� �Tyc�ico/ ��ecfiorr B� Qr�d Troiriy o�d LBvo/ir�g ,ear Do�ressior�s l (yyoieo/ .S'e:vtior-i C W111 be b j/ f hgic�r i COUNTY OF SUFFOLK DEPARTMENT OF PUBLIC WORKS YAPHANK, NEW YORK c ` A. BARTON CASS, COMMISSIONER ELIZABETH FIELD CONSTRUCTION FLAN SYMBOL DESCRIPTION APPROVED DATE PROJECT ANO, SCALE REVISIONS 1 =200 SHEET N0. 3 OF 3 FAQ Prof -el No.g5-/-3-3�-Oo29-O/ /VYS' DOT Project No. 09/,3, O/. DO/ J 41 W Q 0 Go 0 Lu S/ - C) U LLJ TZ U m 0 W I— LL Q O fn 0 Lu Y U W 2 U c c L L r L L r � L Q MAP OF THE � 1 CIINTIN I STATE OF NEW YOPKI SHOWING i FRRNRIIN REGIONS A LOCATION OF REGIONAL OFFICES OF THE -'IT. LINRENCE \ t , STATE DEPARTMENT OF TRANSPORTATION YYYY 1 t, wanuffm f (• // ESSER Z 7, L A Ic A o N i A a l o IENIS I IMAMILiON NANREN M 0SNFCO 1 1 t a• ORIFANS 1� I L� � O N f Ito R �IIERKIME�T `—ti z, NIACARA I _L NAYNE 1 K s / 2 O FUTON SARATOCA _ - ROC IkSTFR 1 3 `\ MOMROE - 1 't UTICA CENTS[[ 1 Srutust 1 --- -� lZ i --_ �r Z -T- ONTARIO I OJIONDACA L'L 1 NO GQRIERI ` e ~WYOMING I • r � �. W .. � T `- '�FR�1 s `l tit. WE S CAYUCAI t At E �p, A _ OTSECO i t. r µ t [ A I [ /IItlINCSTOM -- �CORTIAN CN[NANCOO AUANY � ICATTANAUCUS I NOOK `CTYLER\ ` I CREENE ALLFCANY s I STIUIEIN ICNENUNCI TIOCA IROONEZ-� DEIANARE p I I / RnwNArTON � P E N N 5 Y L V A N 1 A �/ 8 ULSTER {{{{YYYY 1 SULLIVAN INIF,CN,u u r - d • FOtlCRNFbSRi u 3"0 ...,. V Z NTNAIII Nn W LONG 5lA Q 9 C Q: �� �2 IRANCE_ o � � � ■w■1- PNEP LK ,.1 � ' Q6tn �/�H SUFFD C E � � p,% % ■■cu■•■ � �/ Si .MASS•' �'Nt�� •�-l".�.• NEW PORN ►� LONC ISLAND wESTCNESTER \ NEw JERSEY RIC IN ON 0 NEW YON a" THIS CONTRACT IS LOCATED ON FISHERS ISLAND IN THE TOWN OF SOUTHOLD. CONTRACTOR'S NAME ........................................ I AWARDDATE ................................................ COMPLETION DATE ........................................... FINAL ACCEPTANCE DATE . ................................... REGIONAL DIRECTOR ......................................... Name ENGINEER IN CHARGE ......................................... Name FINAL COST TOTAL ............................................ FISCAL SHARE COST(S) i EL'FLSIOQ STATE OF NEr YOM DEPAI;i'MENT OF TRANSPORTATION DESIGN AND CONSTRUCTION DIVISION f, 11;� C O N N E C T I C U T R H 0 D E ISLAND Wakefield, New d Westerly id i 1 j� New Haven PROJECT Fishers Island a LOCATIONIslandaIsto„ >re`A Bridgeport S a Orient Pt. Gordmtrs , I f Shelter Island rt Island Ma+tou« Fh d , Port � Jefferson Riverhead e outhompton Potchogue Y Q N ' =NC 0 0o t t a fL � t I N LOCATION MAP I inch=7mile5 REHABILITATION QF EXISTING RUNWAYS AT EL[;11/",ABET[i FIELD FISHERS ISL ANDJOWN OF SOUTHOLD ' SUFFOLK COU111V1TY,11\21EW YORK F.A.A. PROJECT NO.85-1-3-36-0029-01 N.Y. S.D.O.T. PROJECT NO. 0913.01.001 INDEX TITLE SHEET. .. ... _ .. ... .. ... AIRPORT LAYOUT,TYPICAL SECTIONS,& GENERAL NOTES.- CONSTRUCTION OTES..CONSTRUCTION PLAN .. .. .3 0 fo r I 0 10 I APPROVED BY ��� .�. DATE;extIZZ& C. ROGER EEKER,P.E. —CHIEF ENGINEER, SUFFOLK COUNTY DEPT. OF PUBLIC WORKS APPROVED BY: DATE:_ 6 /� A. BARTON CASS , P.E. —COMMISSIONER, SUFFOLK COUNTY DEPT. OF PUBLIC WORKS APPROVED BY: DATE: (v /7 — FRANCIS J. MURPHY, SUPERVISOR , TOWN OF SOUTHOLD