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HomeMy WebLinkAboutConcrete Plus, Inc AGREEMENT THIS AGREEMENT, entered into this�ltay of December, 2016, by and between the Town of Southold,New York("the Town"), a municipal corporation organized and existing under the laws of the State of New York with offices at 53095 Main Road, Southold,New York, and Concrete Plus Inc. (the "Contractor"), with an address of P.O.Box 155, East Islip,New York 11730; WITNESSETH, that the Town and the Contractor, for the consideration hereinafter named, agree as follows: ARTICLE 1. WORK TO BE DONE AND CONSIDERATION THEREFOR The Contractor shall install a concrete sidewalk with hand rails at the rear of Southold Town Hall located at 53095 Main Road in Southold, New York. All work will be performed in accordance with the Plans,and Specifications and the Contractor's Bid Proposal, copies of which are attached hereto as Appendix A and made a part hereof. The Contractor will furnish all labor, materials, supplies, equipment and other similar items necessary or proper for, or incidental to, the work contemplated by this Contract, as required by, and in strict accordance with the above drawings, and in strict accordance with such changes as are ordered and approved pursuant to this Contract. ARTICLE 2. TIME OF COMPLETION The services to be rendered under this Contract shall be completed no later than thirty (30) days from the date the contract is signed by all parties. Time of performance is of the essence of this Agreement. ARTICLE 3. ACCEPTANCE AND FINAL PAYMENT Upon receipt of written notice that the Contract has been fully performed and an inspection by the Town Engineer to certify that the work has been completed to the satisfaction of the Town, the Contractor shall file with the Town Comptroller an itemized voucher and the Town will pay the Contractor $16,600.00. Payments will be made on the basis of the actual work completed in accordance with the Contract. Contractor will be paid the total Contract amount after the project is completed and there will be no partial payments. The Town shall pay the Contractor upon the submission of a voucher at the completion of the project. Such voucher shall be due and payable within 45 days after receipt of such voucher, but such sum shall not be due and payable by the Town until the Town Board of the Town has received such a voucher and has audited and approved for payment the voucher to be submitted by Contractor in connection therewith. The Town Board shall process any voucher received from Contractor as expeditiously as possible. In the event that the Town disputes or objects to any portion of any voucher submitted by Contractor pursuant to this paragraph, the Town shall, within 30 days of the receipt of such voucher, notify Contractor in writing of such dispute or objection. Contractor acknowledges that Contractor 1 is familiar with the requirements of section 118 of the Town Law which, in effect, prohibit payment of any of Contractor's claims against the Town unless an itemized voucher therefore shall have been presented to the Town Board or Town Comptroller and shall have been audited and allowed by the Town Board or Town Comptroller. The acceptance by the Contractor of the final payment shall be, and shall operate as a release to the Town from all claims and all liabilities to the Contractor for all the things done or furnished in connection with this work and for every act and neglect of the Town and others relating to or arising out of, this Contract, except Contractor's claims for interest upon the final payment, if this payment be improperly delayed. No payment, however final or otherwise, shall operate to release the Contractor or its sureties from any obligations under this Contract. ARTICLE 4. CHANGES TO THE CONTRACT AND EXTRA WORK (a) The Town may at times, without notice to the Contractor's surety and without invalidating the Contract, order extra work or make changes by altering, adding to, or deducting from the work contemplated herein and may adjust the Contract price accordingly, pursuant to Paragraph (b) below. The Contractor shall not deviate from, add to, delete from, or make changes in the Work required to be performed hereunder unless so directed by a written Change Order. If the Contractor is directed by the Town to perform extra work prior to an agreement on costs or time, the Contractor shall promptly comply with the Change Order of the Town. No claim for extra work or any change in the work shall be allowed or made unless such extra work or change is ordered by a written Change Order from the Town. (b) The amount of compensation to be paid to the Contractor for any extra work, as so ordered, shall be determined as follows: 1. By a lump sum mutually agreed upon by the Town and the Contractor; or 2. Using the applicable price or prices within the Contract and/or Bid and approved by the Town and the Contractor. (c) Regardless of the method used by the Town in determining the value of a Change Order, the Contractor shall submit to the Town a detailed payment breakdown of the Contractor's estimate of the value of the omitted or extra work. (d) Unless otherwise specifically provided for in a Change Order, the agreed compensation specified therein for extra work includes full payment for extra work covered thereby, and the Contractor waives all rights to any other compensation for such extra work, damage or expense, including claims for delay, damage or expense. (e) The Contractor shall and hereby agrees to produce any and all data the Town may request, including but not limited to, time sheets, certified payrolls, foreman's reports, daily reports, bills and vouchers of Subcontractors, receiving documents, freight and trucking receipts, etc. 2 (f) All change orders shall be processed, executed and approved in the following manner: (i) if the estimated cost of the extra work is less than $1,000 in the aggregate, a Change Order Form (attached as Appendix B) must be processed and executed by the Supervising Department Head; (ii) if the estimated cost of the extra work is greater than $1,000, then the Change Order Form (Appendix B) must be executed by the Supervising Department Head and submitted to the Town Board for consideration and approval by resolution. The Contractor must submit a detailed explanation of why the Change Order is needed and must also be submitted to the Town Board prior to its approval. The Change Order must also be approved by the Town Comptroller and the Town Attorney. Once this procedure is completed, the Contractor may proceed with the extra work. The Town will not accept any alteration to this form and no payment for Extra Work shall be due the Contractor unless it executes a Change Order on this Form. (g) If the Contractor claims that any work which the Contractor has been ordered to perform will be extra work, that the Contractor for any reason cannot comply with the terms and provisions of the Contract, or that any action or omission of the Town is contrary to the terms and provisions of the Contract and will require the Contractor to perform extra work, the contractor shall: 1. Promptly comply with the Town's direction to perform the work which the contractor claims will be extra work; and 2. Proceed diligently, pending and subsequent to the determination of the Town with respect to any said disputed matter, with the performance of the work in accordance with all the instructions of the Town. (h) No claim for extra work shall be allowed unless it was performed pursuant to change order duly approved by the Town Board. The Contractor's failure to comply with any part of this provision shall be deemed to be: 1. A conclusive and binding determination on the part of the Contractor that said change order, work, action or omission does not involve extra work and is not contrary to the terms and provisions of the Contract, and 2. A waiver by the Contractor of all claims for additional compensation, time or damages as a result of said change work, act or omission. (i) The value of claims for extra work, if allowed shall be determined methods described in the Contract including, but not limited to, section (b) immediately above. 3 ARTICLE 5: CONTRACTOR'S OBLIGATIONS - (a) The Contractor shall be responsible for the full and correct performance of the Work required by this Contract within the time specified herein, including work of the Contractor's Subcontractors, and any errors therein shall be corrected at the Contractor's own cost and expense. In addition,the Contractor shall indemnify the Town for any costs or expenses attributable to errors in performance by the Contractor or the Contractor's Subcontractors. The Contractor's obligation hereunder shall include taking field measurements for all Work hereunder. Approval of shop drawings by the Town shall not relieve the Contractor from correcting Work either reflected in error on the Contractor's shop drawings, not confirming to the field requirements, or not complying with the terms of this Contract. Is shall not be incumbent upon the Town to discover any mistakes, errors, omissions, or deviations from the Contract requirements, or in the quality or kind of materials used by the Contractor or in the shop drawings, schedules and reports submitted by the Contractor and the Town's approval of same shall not relieve the Contractor from responsibility for unauthorized changes, deviations, omissions or for errors of any sort therein. Performance by the Contractor of any Work before the required approvals therefore have been issued shall be at the Contractor's sole risk and expense. (b) In case of discrepancy or difference between any figures, drawings, or specifications; the matter shall be immediately submitted in writing to the Town, whose decision shall be final, and without whose decision said discrepancy or difference shall not be adjusted by the Contractor, save only at the Contractor's own risk and expense. (c) Unless otherwise specifically provided in the Contract, the Contractor, without limitation, shall furnish and be responsible for all shop and field requirements, lines, grades, dimensions, layouts, colors, qualities, quantities, tests, approvals, operating manuals, guarantees, cuttings, removals, openings, channels, chases, flues, sleeves, insets, dowels, hangers, patching, clearing, temporary heat, water and electricity, guards, rails, night lights, barricades, pumping hoists, elevators, scaffolds, runways, protective paper, tarpaulins, polyethylene protections, and clean-up, and all things which may be necessary in performance of the Work contracted hereunder. (d) If the Town shall furnish any basic reference lines and bench marks to the Contractor, such basic reference lines and bench marks must be used by the Contractor and the finished Work shall agree therewith. (e) The Contractor agrees that the Contractor shall protect and shall be solely responsible for all labor and material provided for under this contract, whether or not the same may be erected in place, and for all its plans, tools, equipment, materials, tools of the Contractor's employees and agents, etc. for all adjoining private and public property, and all existing Work on the Project Site, which may be damaged by the Contractor's Work. In no event shall the Town be liable to the Contractor for loss of, pilferage, or damage to any of the same. In the event of said labor and materials, plant, tools or equipment, etc., are damaged, lost or destroyed by reason of fire, theft (irrespective of the negligence of the 4 parties hereto or others), civil commotion, riot, insurrection, violence, war, acts of God, etc., the Contractor's responsibility therefore shall be absolute, and the Contractor shall replace, repair, rebuild, and make good any and all said damage or loss of any and all kinds whatsoever. (f) Contractor shall be responsible for securing all permits required to perform the Work and/or required by the applicable laws, regulations, ordinances, etc., and maintain the validity of all such permits throughout the contract duration. ARTICLE 6. CONTRACTOR'S INSURANCE The Contractor shall not commence work under this Contract until it has obtained all insurance required under this paragraph and such insurance has been approved by the Town. (a) Compensation Insurance: The Contractor shall take out and maintain during the life of this Contract Workers' Compensation Insurance for its employees to be assigned to the work hereunder. (b) Insurance: The Contractor shall take out and maintain during the life of this Contract such general liability, property damage, and commercial auto liability insurance as shall protect it from claims for damages for personal injury, including accidental death,, as well as from claims for property damage which may arise from operations under this Contract. The amounts of such insurance shall be as follows: General liability insurance in an amount not less than $1,000,000 for injuries, including wrongful death to any one person and subject to the same limit for each person, in an amount not less than $2,000,000 on account of any one occurrence. Property damage insurance in an amount not less than $300,000 for damage on account of all occurrences. Commercial auto liability insurance in an amount not less than $500,000 for damage on account of all occurrences. The Contractor shall furnish the above insurances to the Town and shall also name the Town as an additional named insured in said policies. (c) Any accident shall be reported to the office of the Town Clerk as soon as possible and not later than twenty-four (24) hours from the time of such accident. A detailed written report must be submitted to the Town as soon thereafter as possible and not later than three (3) days after the date of such accident. 5 ARTICLE 7. REPRESENTATIONS OF CONTRACTOR The Contractor represents and warrants: (a) That it is financially solvent and that it is experienced in and competent to perform the type of work or to furnish mechanical maintenance dredging to be furnished by it; and (b) That it is familiar with all federal, state, municipal and department laws, ordinances and regulations which may in any way affect the work or those employed therein. ARTICLE 8. PERMITS AND REGULATIONS The Contractor shall comply with all permits issued to the Town in connection with the services furnished under this Agreement. ARTICLE 9. NO DAMAGES FOR DELAY The contractor agrees to make no claim for increased costs, charges, expenses or damages for delay in the performance of this Contract, or for any delays or hindrances from any cause whatsoever, and agrees that any such claim shall be fully compensated for by an extension in the time for substantial and/or final completion of the work. Should the Contractor be or anticipate being delayed or disputed in performing the work hereunder for any reason, it shall promptly, and in no even more than two (2) business days after the commencement of any condition which is causing or threatening to cause such a delay or disruption, notify the Town in writing of the effect of such condition stating why and in what respects the condition is causing or threatening to cause such delay or disruption. Failure strictly to comply with this notice requirement shall be sufficient cause to deny Contractor a change in Schedule and to require it to conform to the Schedule then in effect. ARTICLE 10. TOWN'S RIGHT TO STOP WORK OR TERMINATE CONTRACT The Town shall have the right to stop work or terminate the Contract if- (a) The Contractor is adjudged bankrupt or makes an assignment for the benefit of creditors; or (b) A receiver or liquidator is appointed for the Contractor or for any of its property and is not dismissed within 20 days after such appointment or the proceedings in connection therewith are not stayed on appeal within the said 20 days; or (c) The Contractor refuses or fails to prosecute the work or any part thereof with due diligence; or (d) The Contractor fails to make prompt payment to persons supplying labor for the work; or (e) The Contractor fails or refuses to comply with all applicable laws or ordinances; or (f) The Contractor is guilty of a substantial violation of any provision of this Contract; 6 (g) The Town's execution and participation in this contract is found to be in violation of an existing collective bargaining agreement. (h) In any event, the Town, without prejudice to any other rights or remedy it may have, may, with our without cause, by seven (7) days' notice to the Contractor, terminate the employment of the Contractor and its right to proceed as to the work. In such case, the Contractor shall not be entitled to receive any further payment beyond what owed in quantum meruit. ARTICLE 11. DAMAGES It is hereby mutually covenanted and agreed that the relation of the Contractor to the work to be performed by it under this Contract shall be that of an independent contractor. As an independent contractor, it will be responsible for all damage, loss or injury to persons or property that may arise in or be incurred during the conduct and progress of said work, whether or not the Contractor, its agents, or employees-have been negligent. The Contractor shall hold and keep the Town free and discharged of and from any and all responsibility and liability of any sort or kind. The Contractor shall assume all responsibility for risks or casualties of every description, for loss or injury to persons or property arising out of the nature of the work, from the action of the elements, or from any unforeseen or unusual difficulty. The Contractor shall make good any damages that may occur in consequence of the work or any part of it. The Contractor shall assume all blame, loss and responsibility of any nature by reason of neglect or violation of any federal, state, county or local laws, regulations or ordinances. ARTICLE 12. INDEMNITY AND SAVE HARMLESS AGREEMENT The Contractor agrees to indemnify and save the Town, its officers, agents and employees harmless from any liability imposed upon the Town, its officers, agents and/or employees arising from the negligence, active or passive, of the Contractor and from and against any damages, claims, or expenses, including reasonable attorney's fees, arising out of Contractor's breach of the Agreement or from Contractor's acts or omissions outside the scope of the Agreement or arising out of claims or actions by third parties against Contractor by virtue of his performance of this Agreement. ARTICLE 13. NO ASSIGNMENT In accordance with the provisions of section 109 of the General Municipal Law, the Contractor is hereby prohibited from assigning, transferring, conveying, subletting or otherwise disposing of this Agreement, or of its right, title or interest in this Agreement, or its power to execute this Agreement, to any other person or corporation without the previous consent in writing of the Town. ARTICLE 14. REQUIRED PROVISIONS OF LAW Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to have been inserted herein. If any such provision is not inserted, through mistake or otherwise, then upon the application of either party, this Contract shall be physically amended 7 forthwith to make such insertion. In particular, the Contractor shall, among other things, fully comply with: (a) Labor Law section 220-e and Executive Law sections 291-299 and the Civil Rights Law relating to prohibition against discrimination and providing equal opportunity. (b) Affirmative action as required by the Labor Law. (c) Prevention of dust hazard required by Labor Law section 222-a. (d) Preference in employment of persons required by Labor Law section 222. (e) Eight-hour workday as required by Labor Law section 220(2). ARTICLE 15. PREVAILING WAGE RATES REQUIRED BY LAW (a) The parties hereto, in accordance with the provisions of section 220(3) of the Labor Law, hereby agree that there shall be paid each employee engaged in work under this Contract not less than the wage rate and supplements set opposite the trade or occupation in which he/she is engaged, as listed on Exhibit A attached hereto and made a part of this Agreement, which are the wage rates and supplements established as the prevailing rate of wages for the work covered by this Contract. (b) Labor classifications not appearing on the schedule of wages can be used only with the consent of the Owner and then the rate to be paid will be given by the Owner after being advised by the Department of Labor. (c) The Contractor shall post in a prominent and accessible place on the site of the work a legible statement of all wage rates and supplements, as specified in the Contract, for the various classes of mechanics,workingmen/women, or laborers employed on the work. ARTICLE 16. AUTHORITY FOR EXECUTION ON BEHALF OF THE TOWN The Supervisor has executed this Agreement pursuant to a Resolution adopted by the Town Board of the Town of Southold, at a meeting thereof held on November 22, 2016. Scott A. Russell, Supervisor, whose signature appears hereafter, is duly authorized and empowered to execute this instrument and enter into such an Agreement on behalf of the Town. This instrument shall be executed in duplicate. At least one copy shall be permanently filed, after execution thereof, in the office of the Town Clerk, Elizabeth Neville. 8 ARTICLE 17. NOTICES Any and all notices and payments required hereunder shall be addressed as follows, or to such other address as may hereafter be designated in writing by either party hereto: To Town: Elizabeth A. Neville, RMC, CMC Southold Town Clerk P.O Box 1179 Southold, NY 11971-0959 With a copy to- Denis Noncarrow Town of Southold P.O. Box 1179 Southold, NY 11971-0959 To Contractor: Carl Vaccaro, President Concrete Plus Inc. P O Box 155 East Islip, NY 11730 ARTICLE 18. WAIVER No waiver of any breach of any condition of the Agreement shall be binding unless in writing and signed by the party waiving said breach. No such waiver shall in any way affect any other term or condition of this Agreement or constitute a cause or excuse for a repetition of such or any other breach unless the-waiver shall include the same. ARTICLE 19. MODIFICATION This Agreement constitutes the complete understanding of the parties. No modification of any provisions thereof shall be valid unless in writing and signed by both parties. 9 ARTICLE 20. APPLICABLE LAW This Agreement is governed by the laws of the State of New York. IN WITNESS WHEREOF, the Town of Southold has caused these presents to be signed by Scott A. Russell, its Supervisor, duly authorized to do so,,and the Contractor has caused these presents to be signed by its President, the day and year first above written. ConcretePl n I By: ✓ Ca Vaccaro,President Town of South d By: '� S ott A. Russell, Supervisor STATE OF NEW YORK) )ss.. COUNTY OF SUFFOLK) On this_day of December in the year 2016 before me, the undersigned,personally appeared CARL VACCARO,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument, the individual or the person upon whose behalf of which the individual acted, executed the instrument. Z<4 — No_tary blic BONNIE M NOONE - STATE OF NEW YORK) Notary Public,State 0f NewYork No.01 N08156200 ss.: QualifiedinSuffolkCoumy COUNTY OF SUFFOLK) Commission iresA 4130,20 On this�day of December in the year 2016 before me,the undersigned,personally appeared SCOTT A.RUSSELL,personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual or the person upon whose behalf of which the individual acted, executed the instrument. Notary Public 10 LAUREN M.STANois" Notary Public,State of New Yo* No.O1ST6164008 Qualified in Suffolk County Commission Expires April 9,2019 ti APPENDIX A LEGAL NOTICE Request for Bid Proposals Southold Town Hall Sidewalk Reconstruction 53095 Main Road Southold,NY 11971 NOTICE IS HEREBY GIVEN, in accordance with the provisions of Section 103 of the General Municipal Law, that sealed bids will be received by the Town Clerk of the Town of Southold, Suffolk County,New York, at the Southold Town Clerk's Office, Town Hall, 53095 Main Road, Southold,New York 11971, until 2:00 P.M.Thursday,November 17,2016, at which time they will be publicly opened and read aloud, for the supply of materials and labor to reconstruct concrete sidewalk at the Southold Town Hall. Specifications may be obtained at the Office of the Southold Town Clerk during normal business hours. Request for additional information or inquires should be addressed to the Department of Public Works: Jeff Standish, Director, Southold Town Hall, PO Box 1179, Southold,NY 11971. Telephone: (631) 765-1283. The Town Board of the Town of Southold reserves the right to reject any and all bids and to waive any defect or informality in any bid should it be deemed in the best interest of the Town of Southold to do so. All bids must be submitted on-the per item price list, and must be accompanied by a Non- Collusive Bid Certificate, and bank draft or certified cheek the amount of$100.00.All bids must be marked "Bid on Sidewalk",and must be signed and sealed in envelopes plainly addressed to the Town Clerk, Town of Southold,Town Hall, 53095 Main Road, Southold,New York 11971.` The bid price shall not include any tax, federal, state, or local,from which the Town of Southold is exempt. Dated: October 18,2016 ELIZABETH A.NEVILLE SOUTHOLD TOWN CLERK PLEASE PUBLISH ON NOVEMBER 3, 2016,AND FORWARD ONE(1 )AFFIDAVIT OF PUBLICATION TO ELIZABETH NEVILLE,TOWN CLERK, PO BOX 1179, SOUTHOLD, NEW YORK 11971. Copies to the following: The Suffolk Times Town Board-Members Town Attorney Dodge Reports Brown's Letters Burrelle's Info Services Town Clerk's Bulletin Board DPW Request for Bid Proposals Southold Town Hall Sidewalk Reconstruction Project 53095 Main Road Southold, NY 11971 The Town of Southold is requesting bid proposals for the supply of materials and labor to construct a new concrete sidewalk and railings at the Southold Town Hall, 53095 Main Road,, Southold, NY, as per the attached drawings:A-1,A-2,A-3 Request for additional information or inquiries should be addressed to the Department of Public Works: Jeff Standish, Director,Southold Town Hall, PO Box 1179,Southold, NY 11971. Telephone: (631)765-1283. Contractors wanting a pre-bid meeting to address questions or concerns should call the number above. Concrete Sidewalk: Sidewalks shall be constructed of concrete having a compressive strength of 3,000 pounds per square inch at 28 days. All concrete work shall conform to the American Concrete Institutes specifications,ACI318. All sidewalks shall be pitched to meet the elevations as shown on the drawings to prevent the ponding of water. All sidewalks shall receive a broom finish.Sidewalks shall be a minimum of four inches-in depth. Areas where the old sidewalk slabs are to be removed shall be compacted to provide a suitable sub-grade below the sidewalk. Any and all fill material needed or required shall be R.C.A., or approved equal, meeting the State DOT Specification for R.C.A. blend. Aluminum Hand Rails Provide 1%"Schedule 40 aluminum hand rails, installed to A.N.S.I standards (painted black). Provide continuous welds at all joints.Set all vertical rail/tubing a minimum of 4" below sidewalk surface. See attached drawing A-3. The Contractors shall provide a bid alternate for the installation of an alternate hand rail system. This alternate option shall be of the same configuration, length & height as shown on the drawings. See attached drawing A-2 for a note regarding-the Nurail Products Manufacturer. http://www.nurail.comfrhis This Project is subject to the Federal Prevailing Wage Rates (attached to this RFP). The bid price shall include all labor, materials, equipment& disposal costs. The contractor and its employees shall have the required access to the job site location and worksite in order for the herein described work to be accomplished. Town of Southold Southold Town Hall Sidewalk Reconstructi®n Project 53095 Main Road Southold, NY 11971 Request for Bid Proposals Southold Town Hall Sidewalk Reconstruction Project 53095 Main Road Southold, NY 11971 The Town of Southold is requesting bid proposals for the supply of materials and labor to construct a new concrete sidewalk and railings at the Southold Town Hall,53095 Main Road, Southold, NY, as per the attached drawings:A-1,A-2,A-3 Request for additional information or inquiries should be addressed to the Department of Public Works: Jeff Standish, Director,Southold Town Hall, PO Box 1179,.Southold, NY 11971. Telephone: (631) 765-1283. Contractors wanting a pre-bid meeting to address questions or concerns should call the number above. Concrete Sidewalk: Sidewalks shall be constructed of concrete having a compressive strength of 3,000 pounds per square inch at 28 days. All concrete work shall conform to the American Concrete Institutes specifications,AC1318. All sidewalks shall be pitched to meet the elevations as shown on the drawings to prevent the ponding of water. All sidewalks shall receive a broom finish.Sidewalks shall be a minimum of four inches in depth. Areas where the old sidewalk slabs are to be removed shall be compacted to provide a suitable sub-grade below the sidewalk. Any and all fill material needed or required shall be R.C.A., or approved equal, meeting the State DOT Specification for R.C.A. blend. Aluminum Hand Rails Provide 1%"Schedule 40 aluminum hand rails, installed to A.N.S.I standards (painted black). Provide continuous welds at all joints. Set all vertical rail/tubing a minimum of 4" below sidewalk surface. See attached drawing A-3. The Contractors shall provide a bid alternate for the installation of an alternate hand rail system. This alternate option shall be of the same configuration, length &height as shown on the drawings. See attached drawing A-2 for a note regarding the Nurail Products Manufacturer. http://www.nuraii.com/This This Project is subject to the Federal Prevailing Wage Rates (attached to this RFP). The bid price shall include all labor, materials, equipment & disposal costs. The contractor and its employees shall have the required access to the job site location and work site in order for the herein described work to be accomplished. If you are interested in submitting a bid, please submit a price quote to the Southold Town Clerks Office,Town Ball, 53095 Main Road,PO Box 1179, Southold,NY 11971. Bids will be opened and read aloud on November 17,2016 at 2:00 PM _ � 1 l r, THE PROPOSAL FORM Sidewalk Reconstruction Project VENDOR NAME: C-0 'U VENDOR ADDRESS: l- • O ox /fid l� 11] 3b - TELEPHONE NUMBER:63( AXI-3 VzA FAX: (31 J/a l 522 I The undersigned bidder has carefully examined the Contract Documents and will provide all necessary labor, materials, equipment and incidentals as necessary and called for in the said Contract Documents in the manner prescribed therein and in said Contract, and in accordance with the requirements of the Engineer, at the prices listed on the attached Bid Proposal Form. If the bidder is an individual, the bid must be signed by that individual; if the bidder is a corporation, the bid must be signed by an officer of the corporation, or other person authorized by resolution of the board of directors, and in such case a copy of the resolution must be attached; if a partnership, by one of the partners or other person authorized by a writing signed by at least one general partner and submitted with the bid documents. The submission of this constitutes a certification that no Town Officer has any interest therein. (Note: In the event that any Town Officer has any such interest, the full nature thereof should be disclosed below. It is not forbidden that individuals working for the Town of Southold or other municipalities bid on contracts, but only that such interest be revealed when they do bid.) The undersigned hereby acknowledges receipt of the following Addenda(if none were issued please write N/A below): Adder um.No. Dated 115' L� � 1 TOWN OF SOUTHOLD Sidewalk Reconstruction Project Lump Sum Proposal for:Town of Southold ITEM DESCRIPTION OF ITEM ESTIMATED UNIT AMOUNT BID NO. (Fill in Unit Price Written in Words) QUANTITY Construct a new sidewalk at the Southold Town Hall I 1 1 LS for0 u S4,eQ `��i�Vl aav�9L�S ! 6��V a o c.t'r Dollars Cents The contractor shall receive the lump sum price for construction anew coricrete Sidewalk and hand railing system to meet the requirements found on the contract Drawings (A-1 through A-3) and completing the project in accordance with all contract documents. 1/ TOTAL S1X�iVc �lI�`°�r $ �Q�, OL7 Dollars Cents Numerically WRITTEN IN WORDS .{, 1 cSewAtk ea-L V-j Sxs+��► /r%��4• e� 1+t-r'J' C��►'o,',I Q�o�tA,��s PROPOSAL FORM l AFFIDAVIT OF NON-COLLUSION I hereby attest that I am the person responsible within my firm for the final decision as to the prices(s) and amount of this bid or, if not, that I have written authorization, enclosed herewith, from that person to make the statements set out below on his or her behalf and on behalf of my firm. I further attest that: I. The price(s) and amount of this bid have been arrived at independently, without consultation, communication or agreement for the purpose of restricting competition with any other contractor, bidder or potential bidder. 2. Neither the price(s), nor the amount of this bid, have been disclosed to any other firm or person who is a bidder or potential bidder on this project, and will not be so disclosed prior to bid opening. I No attempt has been made or will be made to solicit, cause or induce any firm or person to refrain from bidding on this project, or to submit a bid higher"than the bid of this firm, or any intentionally high or non-competitive bid or other form of complementary bid. 4. The bid of my firm is made in good faith and not pursuant to any agreement or discussion with, or inducement from any firm or person to submit a complementary bid. 5. My firm has not offered or entered into a subcontract or agreement regarding the purchase of materials or services from any other firm or person, or offered, promised or paid cash or anything of value to any firm or person, whether in connection with this or any other project, in consideration for an agreement or promise by an firm or person to refrain from bidding or to submit a complementary bid on this project. 6. My firm has not accepted or been promised any subcontract or agreement regarding the sale of materials or services to any firm or person, and has not been promised or paid cash or anything of value by any firm or person, whether in connection with this or any project, in consideration for my firm's submitting a-complementary bid, or agreeing to do so, on this project. 7. I have made a diligent inquiry of all members, officers, employees, and agents of my firm with responsibilities relating to the preparation, approval or submission of my firm's bid on this project and have been advised by each of them that he or she has not participated in any communication, consultation, discussion, agreement, collusion, act or other conduct inconsistent with any of the statements and representations made in this affidavit. The pe��on n this bid,under the penalties of perjury,affirms the truth thereof. SWORN TO BEFORE ME THIS SignatiVe&�/Company Position (,C�, g r k V6,eccro Pte.StAe,,j KDAYOF20/L./--, Type Name&Company Position Ga0 Cr'e,�c � J Pic, ' Compan Name NOTARY PUBLIC BONNIE M NOONE ll /. Date Signed NototyPublic,State of NewYork 2 4— o© 1 -13 �,� No.01 Suffolk 200 Qualified in SuffolkCounty Federal I.D.Number Commission Expires April30,20 Southold Town Hall Sidewalk Reconstruction Plan Prevailing Wage Rates Page 1 of 12 General Decision Number: NY160012 10/07/2016 NY12 Superseded General Decision Number: NY20150012 State: New York Construction Types: Building, Heavy, Highway and Residential Counties: Nassau and Suffolk Counties in New York. BUILDING CONSTRUCTION PROJECTS, RESIDENTIAL CONSTRUCTION PROJECTS (including single family homes and apartments up to and including 4 stories) , HEAVY CONSTRUCTION PROJECTS, HIGHWAY CONSTRUCTION PROJECTS Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the E0, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/08/2016 1 02/05/2016 2 02/19/2016 3 02/26/2016 4 03/04/2016 5 03/11/2016 6 04/08/2016 7 05/06/2016 8 05/20/2016 9 06/17/2016 10 07/01/2016 11 07/08/2016 12 07/29/2016 r 13 08/12/2016 14 09/02/2016 15 09/16/2016 16 09/23/2016 17 10/07/2016 ASBE0012-001 12/28/2015 Rates Fringes Asbestos Workers/Insulator Includes application of all insulating materials, protective coverings, coatings and finishes to httn•//www wdol.anv/wdol/-,cafiles/davisbacon/nvl2.dvb 10/18/2016 Page 2 of 12 all types of mechanical systems. . . . . . . . . . . . . . . . . . . . .$ 64.36 32.46 HAZARDOUS MATERIAL HANDLER. . . . . . .$ 39.00 12.75 ---------------------------------------------------------------- BOIL0005-001 01/01/2013 Rates Fringes BOILERMAKER. . . . . . . . . . . . . . . . . . . . . .$ 49.47 33%+22.87+a FOOTNOTE: a. PAID HOLIDAYS: New Year's Day, Thanksgiving Day, Memorial Day, Independence Day, Labor Day and Good Friday, Friday after Thanksgiving, Christmas Eve Day and New Year's Eve ---------------------------------------------------------------- BRNY0001-001 07/01/2016 Rates Fringes BRICKLAYER. . . . . . . . . . . . . . . . . . . . . . .$ 56.77 24.75 MASON - STONE. . . . . . . . . . . . . . . . . . . .$ 62.67 30.59 ---------------------------------------------------------------- CARP0290-001 07/01/2016 Rates Fringes Carpenters: Building. . . . . . . . . . . . . . . . . . . .$ 48.28 31.11 Heavy & Highway. . . . . . . . . . . . .$ 44.51 26.55 Residential. . . . . . . . . . . . . . . . .$ 38.63 24.89 ---------------------------------------------------------------- CARP0740-001 07/01/2016 Rates Fringes MILLWRIGHT. . . . . . . . . . . . . . . . . . . . . . .$ 51.50 51.71 ---------------------------------------------------------------- CARP1556-008 07/01/2016 Rates Fringes Carpenters: DIVERS TENDERS. . . . . . . . . . . . . .$ 46.44 47.95 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 65.38 47.95 DOCKBUILDERS. . . . . . . . . . . . . . . .$ 51.63 47.95 PILEDRIVERMAN. . . . . . . . . . . . . . .$ 51.63 47. 95 ---------------------------------------------------------------- CARP1556-011 07/01/2016 Rates Fringes Carpenters: TIMBERMEN. . . . . . . . . . . . . . . . . . .$ 46.99 47.56 ---------------------------------------------------------------- CARP2287-003 07/01/2014 Rates Fringes httn•//www wclnl.unv/wdol/sc2file-,/ri2vi-,baron/nv 12.dvh 10/18/2016 Page 3 of 12 CARPENTER Soft Floor Layers. . . . . . . . . . .$ 49.88 43.40 ---------------------------------------------------------------- ELEC0025-001 04/30/2016 Rates Fringes ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 51.00 16%+23.85 ---------------------------------------------------------------- ELEC0025-002 04/30/2016 Rates Fringes Electricians: Maintenance Unit. . . . . . . . . . . .$ 42.20 12%+$16.83 Telephone Unit. . . . . . . . . . . . . .$ 36.78 16%+$17.33 Wiring for single or multiple family dwellings and apartments up to and including 3 stories. . . . . . . . .$ 27.75 13%+11.39 ---------------------------------------------------------------- ELEC1049-002 04/03/2016 Rates Fringes Line Construction: Substation and Switching structures pipe type cable installation and maintenance jobs or projects; Railroad electrical distribution/ transmission systems maintenance (when work is not performed by railroad employees) Overhead and Underground transmission/distribution line work. Fiber optic, telephone cable and equipment; Groundman. . . . . . . . . . . . . . . . . .$ 31.37 21.72 Heavy Equipment Operator. . .$ 41.82 25.06 Lineman & Cable Splicer. . . .$ 52.28 28.39 Material Man. . . . . . . . . . . . . . .$ 45.48 26.23 ---------------------------------------------------------------- ELEV0001-002 03/17/2013 Rates Fringes ELEVATOR MECHANIC Elevator Constructor. . . . . . . .$ 57.01 27.605+a+b Modernization and Repair. . . .$ 45.14 27.455+a+b FOOTNOTE: a. PAID HOLIDAYS: New Year's Day, Good Friday, President's Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. httn•//www"wdol"gov/wdol/scafiles/davisbacon/nvl2.dvb 10/18/2016 Page 4 of 12 b. PAID VACATION: An employee who has worked less than 5 years shall reczeve vacation pay credit on the basis of 4% of his hourly rate for all hours worked; an employee who has worked 5 to 15 years shall receive vacation pay credit on the basis of 6% of his hourly rate for all. hours worked; an employee who has worked 15 or more years shall receive vacation pay credit on the basis of 8e of his hourly rate for all hours worked. ---------------------------------------------------------------- ENGI0138-001 06/01/2016 BUILDING CONSTRUCTION Rates Fringes Power equipment operators: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 60.43 33.90+a GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 57.35 33.90+a GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 55.29 33.90+a GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 46.28 33.90+a GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 44.33 33.90+a NOTES: Hazmat premiums: Level A 3.50 Level B 2.50 Level C 1.50 Level D 1.00 Oiler on truck cranes with boom length of 100 ft. or more .25 FOOTNOTE: a. Paid Holidays: New Year's Day, Lincoln's Birthday, Washington's Birthday or President's Day (in lieu of Lincoln's or Washington's Birthday) , Good Friday, Memorial Day, Indpendence Day, Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day or days celebrated as such. Any holiday that falls on a Saturday will be celebrated on Friday. POWER EQUIPMENT OPERATOR CASSIFICATIONS GROUP 1: Asphalt spreader, backhoe crawler capacity over cater- piller 225 and lomatsu 300, Boiler (thermoplastic) , Cherry picker, over 50 tons, CMI or maxim spreader, concrete pump (with oiler) , crane (crawler truck) , crane (on barge) , crane (stone setting) , crane (structural steel) , crane (with clam shell) , derrick, dragline, dredge, gradall, grader, hoist (3 drum) , loading machine (bucket) cap of 10 yds or over micro-trap, with compressor (negative air machine) , milling machine, large pile driver, power winch, Stone setting/structural steel, power winch (truck mounted/stone steel) powerhouse, road paver scoop, carry-all, scraper in tandem shovel, sideboom tractor, sideboom tractor (used in tank work) , stone spreader (self httn•//www wdnl onv/wdnl/ecafiles/davishacon/nvl2.dvb 10/18/2016 Page 5 of 12 propelled tank work) , zamboni (ice machine) GROUP 2: Backhoe, boom truck, bulldozer, cherypicker, conveyor (multi) , dinky locomotive, forklift, hoist, 2 drum, loading machine, loading machine (front end) mechanic) compactors, (machine drawn) , mulch machine (machine-fed) , power winch, other than stone/structural steel, power winch (truck mounted other than stone steel) pump (hydraulic, with boring machine) , roller, (asphalt) , scoop (carry-all scraper) , tower crane (maintenance man) , trenching machine GROUP 3: Comrpessor (structural steel) , Compressor (2 or more in battery) , concrete finishing mchine, concrete spreader, conveyor, curb machine (asphalt or concrete) , curing machine, fireman, hoist (1 drum) , micro-trap, (self contained, negative air machine) , pump (4 inches or over) , pump (hydraulic) , pump (jet) , pump (sumbersible) , pump (well point) , pulvi-mixer, ridge cutter, roller (dirt) , striping machine, vac-all, welding and burning, welding machine (pile work) , welding machine (structural steel) GROUP 4: Compressor, compressor (on crane) , compressor (pile work) , compressor (stone setting) , concrete breaker, concrete saw or' cutter, forklift (walk behind, power operated) , generator-pile work, generator, hydra hammer, mechanical compactors (hand operated) , oiler (truck crane) , pin puller, portable heaters, powerbroom, power buggies, pump (double action diaphgrgm) , pump (gypsum) , trench machine (hand) , welding machine GROUP 5: Batching plant (on site of job) , generator (small) , mixer (with skip) , mixer (2 small with or without skip) , mixer (2 bag or over, with or without skip) , mulch machine, oiler, pump (centrifugal, up to 3 inches) , root cutter, stump chipper, tower crane (oiler) , tractor (caterpillar or wheel vibrator) ---------------------------------------------------------------- ENGI0138-002 06/01/2016 HEAVY & HIGHWAY Rates Fringes Power equipment operators: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 60.43 33.90+a GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 57.35 33.90+a GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 55.29 33.90+a GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 46.28 33.90+a GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 44.33 33.90+a GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 35.75 11.45+a NOTES: Hazmat premiums: Level A 3.50 Level B 2.50 Level C 1.50 Level D 1.00 httn://www.wdol.vov/wdol/scafiles/davisbacon/nyl2.dvb 10/18/2016 Page 6 of 12 Truck and Crawler Cranes long boom premiums: boom lengths (including jib) 100-149 ft 1.00 boom lenghts (including iib) 150-249 ft 1.50 boom lenghts (including jib) 250-349 ft 2.00 boom lengths (including jib) 350 ft 3.00 Cranes using clamshell buckets .25 Front end loader 10 yds and above .25 Oiler on truck cranes with boom length of 100 ft. or more .25 FOOTNOTE: a. Paid Holidays: New Years Day, Lincoln's Birthday, Washington's Birthday or Presidents Day (in lieu of Lincoln's or Washington's Birthday, Good Friday, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, Christmas Day or days celebrated as such. Any holiday that falls on Saturday will be celebrated on Friday. POWER EQUIPMENT OPERATOR CLASSIFICATIONS GROUP 1: Asphalt spreader, backhoe crawler (capacity over caterpiller 225 and komatsu 300) , boiler (thermoplastic) , boring machine (post hole) , cgherry picker (over 50 ton) , CMI or maxim spreader, concrete pump, with oiler, crane (crawler truck) , crane (on barge) , crane (stone setting) crane (structural steel) , crane (with clam shell) , derrick, dragline, dredge, gradall, grader, hoist (3 drums) , loading machine (bucket) capacity of 10 yards or over, micro-trap (with compressor-negative air machine) , milling machine (large) , piledriver, power winch (stone setting structural steel) , power winch (truck mounted/stone steel) , power-house, road paver, scoop, carry all (scraper in tandem) , shovel, sideboom tractor, sideboom tractor (used in tank work) , stone spreader (self-propelled) , tank work, tower crane GROUP 2: Bulldozer, Backhoe, Boom Truck, Boring machine/augur, Cherrypicker, Conveyor (multi) , Dinky Locomotive, Forklift, Hoist (2 drum) , Loading Machine, Loading Machine (front end), Mechanical Compactor (machine drawn) , Mulch Machine (machine- fed) , Power Winch (other than stone/structural steel) , Power Winch (truck mounted/other than stone steel) , Pump Hydraulic (with boring machine) , Roller (asphalt) , Scoop (carry-all, scraper) , Tower Crane (maintenance man) , Trenching Machine, Vermeer Cutter, Work Boat GROUP 3: Curb Machine (asphalt or concrete) , Maintenance Engineer (small equipment) , Maintenance engineer (well-point) Mechanic (fieldman) , Micro-Trap (self contained, negative air machine) , Milling Machine (small) , Pulvi-mixer, Pump (4 inches or over) , Pump Hydraulic, Pump Jet, Pump Submersible, Pump (well point) , Roller Dirt, Vac-All, Welding and burning, Compressor (structural steel) , Compressor (2 or more battery) , Concrete Finishing Machine, Concrete Spreader, Conveyor, Curing Machine, Fireman, Hoist (one drum) , Ridge Cutter, Striping Machine, httn•/&n7.rw uvAnl 9 dvh 10/18/2016 Page 7 of 12 Welding Machine (pile work) , Welding Machine (structural Steel) . GROUP 4: Compressor, Compressor on crane, Compressor (pile work) , Compressor (stone setting) , Concrete Breaker, Concrete Saw or Cutter, Fork Lift (walk behind, power operated) , Generator- Pile Work, Generator, Hydra Hammer, Mechanical Compoactors (hand operated) , Oiler (truck crane) , Pin Puller, Portable Heaters, Powerbroom, Power buggies, Power Grinders, Pump (double action diaphragm) , Pump gypsum, Pump (single action 1 to 3 inches) , Trench Machine hand, Welding Machine GROUP 5: Batching Plant (on site of job) , Generator (small) , Grinder, Mixer (with skip) , Mixer (2 small with or without skip) , Mixer (2 bag or over, with or without skip) , Mulch Machine, Oiler, Pump (centrifugal, up to 3 inches) , Root Cutter, Stump Chipper, Tower Crane (oiler) , Track Tamper (2 engineers, each) , Tractor (caterpillar or wheel) , Vibrator, Work boat (deckhand) , GROUP 6: Well drillers ---------------------------------------------------------------- IRON0046-003 07/01/2014 Rates Fringes IRONWORKER METALLIC LATHERS AND REINFORCING IRONWORKERS. . . . .$ 40.60 30.56 ---------------------------------------------------------------- IRON0197-001 07/01/2016 Rates Fringes IRONWORKER STONE DERRICKMAN. . . . . . . . . . . .$ 46.34 38.50 ---------------------------------------------------------------- IRON0361-001 07/01/2016 Rates Fringes IRONWORKER (STRUCTURAL) . . . . . . . . . .$ 49.50 69.74 ---------------------------------------------------------------- IRON0580-001 07/01/2015 Rates Fringes IRONWORKER, ORNAMENTAL. . . . . . . . . . .$ 43.20 47.42 ---------------------------------------------------------------- LAB00066-001 07/01/2016 BUILDING Rates Fringes Laborers: Laborers. . . . . . . . . . . . . . . . . . . .$ 36.00 31.29 Plasterers Tenders. . . . . . . . . .$ 36.00 31.29 httD://www.wdol.vov/wdol/scafiles/davisbacon/nY12.dvb 10/18/2016 Page 8 of 12 ---------------------------------------------------------------- LAB00078-001 02/01/2013 Rates Fringes LABORERS BUILDING CONSTRUCTION ASBESTOS (Removal, Abatement, Encapsulation or Decontamination of asbestos) ; LEAD; & HAZARDOUS WASTE LABORERS (Hazardous Waste, Hazardous Materials, Biochemical and Mold Remediation, HVAC, Duct Cleaning, Re-spray Fireproofing, etc) . . . . . . . . .$ 35.90 14.75 ---------------------------------------------------------------- LABO1298-001 06/01/2016 HEAVY & HIGHWAY Rates Fringes Laborers: Asphalt Rakers; Formsetters.$ 42.37 31.79+a Asphalt Shovelers, Roller Boys & Tampers. . . . . . . . . . . . . .$ 41.13 31.79+a Regular Laborers. . . . . . . . . . . .$ 37.35 31.7,9+a A. FOOTNOTES: Laborers working in a hazardous material hot zone shall receive an additional 20% premium. Where the contract provides for night work outside the regular hours of work, the employees shall be paid at straight time plus a 25% night work premium for the 8 hours worked during the night. Firewatch work performed after regular hours shall be paid an additional 10% premium. Second and Third Shift work will be paid at a 10% premium. Contractor requesting laborers certified for hazardous material work and/or employed on hazardous material shall be required to pay an additional loo premium. ---------------------------------------------------------------- * PAIN0009-002 05/01/2016 Rates Fringes PAINTER GLAZIERS. . . . . . . . . . . . . . . . . . . .$ 44.45 37.82 Painters, Drywall Finishers.$ 41.75 20.87 Spray, Scaffold, Sandblasting. . . . . . . . . . . . . . . .$ 42.50 21.87 ---------------------------------------------------------------- httD://vvww.wdol.izov/wdol/scafiles/davisbacon/nv 12.dvb 10/18/2016 Page 9 of 12 PAIN0806-010 10/01/2014 Rates Fringes Painters: Stuctural Steel and Bridge. .$ 48.75 35.63 ---------------------------------------------------------------- PAIN1974-002 12/26/2012 Rates Fringes Painters: DRYWALL TAPERS/POINTERS. . . . .$ 43.82 22.01 ---------------------------------------------------------------- PLAS0262-003 08/01/2016 Rates Fringes PLASTERER. . . . . . . . . . . . . . . . . . . . . . . .$ 44.93 28.15 ---------------------------------------------------------------- PLAS0780-001 07/01/2014 Rates Fringes CEMENT MASON/CONCRETE FINISHER. . .$ 45.88 39.70 ---------------------------------------------------------------- PLUM0200-001 05/01/2016 Rates Fringes PLUMBER BUILDING CONSTRUCTION: . . . . . .$ 50.48 34.30 RESIDENTIAL CONSTRUCTION: . . .$ 29.96 13.41 ---------------------------------------------------------------- PLUM0638-001 06/29/2016 Rates Fringes PLUMBER SERVICE FITTERS. . . . . . . . . . . . .$ '26.30 2.55 SPRINKLER FITTERS, STEAMFITTERS. . . . . . . . . . . . . . . .$ 61.81 48.14 Service Fitter work shall consist of all repair, service and maintenance work on domestic, commercial and industrial refrigeration, air conditioning and air cooling, stoker and oil burner apparatus and heating apparatus etc., including but not exclusively the charging, evacuation, leak testing and assembling for all machines for domestic, commercial and industrial refrigeration, air conditioning and heating apparatus. Also, work shall include adjusting, including capacity adjustments, checking and repairing or replacement of all controls and start up of all machines and repairing all defects that may develop on any system for domestic, commercial and industrial refrigeration and all air conditioning, air cooling, stoker and oil burner apparatus and heating apparatus regardless of size or type. -------------------------------------------------- ROOF0154-001 10/01/2012 httn•//www.wdnl u_nv/wdol/scafiles/davisbacon/nvl2.dvb 10/18/2016 Page 10 of 12 Rates Fringes ROOFER. . . . . . . . . . . . . . . . . . . . . . . . . . .$ 38.50 28.59 ---------------------------------------------------------------- SHEE0028-002 07/31/2014 Rates Fringes SHEET METAL WORKER BUILDING CONSTRUCTION. . . . . . .$ 50.91 36.70 RESIDENTIAL CONSTRUCTION. . . .$ 27.22 16.48 ---------------------------------------------------------------- TEAM0282-002 07/01/2015 Rates Fringes TRUCK DRIVER. . . . . . . . . . . . . . . . . . . . .$ 37.895 39.35+a FOOTNOTES: a. PAID HOLIDAYS: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Election Day, Veterans' Day (Armistice Day) , Thanksgiving Day, Day after Thanksgiving and Christmas Day. Employees working two (2) days in the calendar week in which a holiday falls are to be paid for such holiday, provided that they shape each remaining workday during such calendar week. ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were http://www.wdol.izov/wdol/scafiles/davisbacon/nvI2.dvb 10/18/2016 Page 11 of 12 prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e. , Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.- Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 1000 of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: htti)://www.wdol.Rov/wdoUseafiles/davisbacon/ny12.dvb 10/18/2016 Page 12 of 12 * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2. ) and 3. ) should be followed. - With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2. ) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc. ) that the requestor considers relevant to the issue. 3. ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4. ) All decisions by the Administrative Review Board are final. ---------------------------------------------------------------- ---------------------------------------------------------------- END OF GENERAL DECISION http://www.wdol.vov/wdol/scafiles/davisbacorL/nyl2.dvb 10/18/2016 Town of Southold Southold Town Hall Sidewalk Reconstruction Project 53095 Main Road Southold, NY i1971 , 1 LOBBY J ❑ ❑ J TOP OF TREJ D I I CL Q Elev -)7" FACE of E.Ming Tread TOP OF SLAB EXISTING EXISTING EXISTING v [✓ Z r Elnv a o' El.,(-I 15' El- -15' A,El- -8' q O o .1 CD � AREA OF EXISTING SIDEWALK AREA OF EXIS'T'ING SIDEWALK AREA OF EXISTING SIDEWALK e� Z ran I- >. U e TO BE REMOVED. TO REMAIN BELOW NEW WORK TO BE REMOVED O �j --1 In o'a C d Fi j EXISTING EXISTING A j Z El-1-1 1T" jEiv .)17' O 0 3 O w c O o cd ea r 1 0E > z 11 r o j N Q g w 1 y 7 1 � � Cd 0 Ip Oo I� 5 o /�7 gg m FC 6 0 SIDEWALK DEMOLTPION PLAN NT o �' Ln TOP OF PAVEMENT ELEVATIONS SCALE: 1/8'—P-0" Drawing: A - 1 Sheet 4 1 of 3 NOTE' CONTRACTOR SHALL PROVIDE A BID ALTERNATE FOR THE NEW 36-0•ALUMINUM HANDRAIL t THE CONTRACTOR SHALL PROVIDE A PROJECT ALTERNATE COST FOR THE PROPOSED CONTINUOUS ALUMINUM HANDRAIL THAT CONSISTS OF PARTS,CONNECTIONS,RAIL TUBING,POSTS AND ALL OTHER MISCELLANEOUS PARTS OR ITEMS NEEDED TO CONSTRUCT A HAND RAIL AS MANUFACTURED BY "NUrall Products" SEE DETAILS AS SHOWN ON SHEET-A-3-OF THIS DRAWING SET Nurall0 products Norah®Is a registered trademark of the Hollaender Manufacturing Company dhMd To 00ghow no ���etPffVi111�P�4 LOBBY � J J F-1 ❑ = h I I p Q1 may' n El.,(-)7" ALIGN New S,devralic V with Top of Existing Tread Y z II- Et-00' FJ¢v -7' Eloy -7" Elev(-)a" J T --- M �s I ' j - I . I I,• I I I: j D J z x = w 1� °n...M.v tine w¢a.w°c.nxumn.mJ„ -' EI¢v(•)e'• sm°° EI¢v.(•)8" Elev.(-)a" O i+ o pWQ d o rwD wr�noxlrc•mloscl L y N N - a c @e�¢•ocl•°t Dtxxxr n 3gp 1 ~ S } U) li g 9 0 Q Q I= d C 19 N 20'•0"a/: I^ •• g 9 5•.0"+1_ 40.6".1- K ALIGN WITH EXISTING SIDEWALK 8 PAVEMENT ID O al(_A C N H o In NEW SIDEWALK REPLACEMENT Drawing: TOP OF PAVEMENT ELEVATIONS SCALE: 1/8"-P-0" A - 2 Sheet# 2 of 3 NEW 3,000 P.S.I. ' NEW 3,000 P.S.I. CONCRETE SIDEWALK CONCRETE SIDEWALK ASTM A 185 W.W.F. ASTM'A 185 W.W.F. @ CENTER OF CONCRETE SECTION DO���PQQ�B�Q n BROOM FINISH Z BROOM FINISH Q• a COMPACTED SUB-GRADE BELOW SIDEWALK EXISTING CONCRETE SIDEWALK (USE STATE SPEC.R.C.A.BLEND TO AUGMENT EXISTING FILL) t= TO REMAIN BELOW NEW WORK. 7 1 2 ~ U SIDEWALK REPLACEMENT DETAIL SIDEWALK REPLACEMENT DETAIL j @ EXISTING SIDEWALK TO REMAIN SCALE.3/4'-1'-0' @ SIDEWALK TO BE REMOVED SCALE.3/4'-1'-0' ' O (n 0 (3)3 «• CL Wo 3 PROVIDE 1 1/4"SCHEDULE 40a y W O y - ALUMINUM HAND RAIL INSTALL TO A.N.S.1.STANDARDS NEW 36'-0"LONG (PAINTED BLACK) ALUMINUM HAND RAIL. PROVIDE CONTINUOUS WELDS W AT ALL JOINTS C Y g6 g z PROVIDE 1 1/4"SCHEDULE 40 O Q (�E) 9 d o ALUMINUM PIPE RAILING SYSTEM. w OO (PAINTED BLACK) I I N 1 PROVIDE CONTINUOUS WELDS 1 1 m AT ALL JOINTS v 91 a g o 04 1� 4'-0" ,f 4'-0" J t-O w o N O r NEW CONCRETE SIDEWALK ALUMINUM Drawing: TT�� NOTE: SEE NEW CONCRETE " T INUM HANDRAIL DETAILS SIDEWALK REPLACEMENT PLAN FOR LOCATION OF NEW HANDRAIL. TYPICAL SECTION/ELEVATION SCALE.3/4'-1'-0' A --------------- --- -- Sheet# 3 of 3