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Bid Packet III. cY 1/ III. , iI. III. .. .. FOR .... TOWN OF WAPPINGER TOWN HALL 20 MIDDLEBUSH ROAD WAPPINGERS FALLS, NEW YORK 12590 III. j) III. CHRISTOPHER COLSEY - SUPERVISOR COUNCIL PEOPLE: i. .. FIRST WARD..................................... WilLIAM H. BEALE SECOND WARD.................................VINCENT BETTINA THIRD WARD....................................ISMAY CZARNIECKI FOURTH WARD............................... ..JOSEPH PAOLINI .. TOWN CLERK....................................JOHN C. MASTERSON TOWN ATTORNEY..............................ALBERT P. ROBERTS I III. JULY, 2011 .. t t' it. CONTRACT BID PACKAGE MA #W20839.1 0 .. PREPARED BY: .... ... ~ MORRIS ASSOCIATES, ENGINEERING CONSULTANTS J 9 Elks Lane, Poughkeepsie, New York 12601 Tel: (845) 454-3411 Fax: (845) 473-1962 E-Mail: morrisassoclates@aol.com RS., L.L.C. '- j j I .J J J j .J j J J .J j j j .J J J J J - - - - - DIVISION 100 DIVISION 200 DIVISION 300 - DIVISION 400 DIVISION 500 - DIVISION 600 - 01100 01250 01310 01320 01322 01500 01770 01781 02010 02060 02090 02110 02205 02207 02221 02222 02223 02225 02229 02270 02300 02600 - - - - - - - - 02667 02675 - - TOWN OF WAPPINGER CIDER MILL LOOP WATER STORAGE TANK DEMOLITION AND REPLACEMENT TABLE OF CONTENTS Notice to Bidders..................................................................4 Instructions to Bidders. ........................................ .................6 Bid Form.. .......... ..... ......... ........ ......... ..... ........ .... ...... ....... .... 16 Contract ... ...... .... ............ .............. .......... ..... ........ ..... ...........30 General Conditions... ... ...... ... ... ... ... ... '" ... ...... ...... ... ... .50 Special Conditions... '" ... ... ... ... ... ... ... ... ...... ... ...... ... .....85 Technical Specifications......... ... ......... ...... ...... ........... .87 Summary... ... '" ... ... ... ......... ... ... ... ... ... ... ... ... '" ... ... ....88 Contract Modification Procedures................................ 91 Project Management and Coord ination. ... .. . .. .. . . . . .. . .. . . . .. 94 Construction Progress Documentation.................. ... .....97 Photographic Documentation........................ ...... ... ..... 99 Temporary Facilities and Controls..............................1 01 Closeout P roced ures. .. . . . . .. . . . . . . . . . .. . . . . . . . .. . . . . . . . . .. . . . . . . ..1 04 Project Record Documents... ... ... ... ...... ... ... ... ... ... ... ...106 Subsurface Investigation...... ... ... ... ...... ...... ... ... ...... ...108 Demolition... ... ... ... ... '" ... ... ... ... ... ... ... ... ... ... ...... ... ....109 Lead-Based Paint Controls and Work Procedures...... ...112 Site Clearing... ... ... ... ... '" ... ...... '" ... ... '" ... ... ...... ... ....136 Soil Materials..... '" .,. ...... '" ...... ... ... ... '" '" '" ......... ... .138 Aggregate Materials... ... ... ... ... ... '" ... ... ... ... ... ... ... ... ...142 Disinfection of Water Storage Tank... ... ... ... ... ...... ... ....146 Structural Excavating.............................................. .150 Structural Backfilling............ ...... ...... ... ......... ... ...... ...153 Trenching...... ... ... ... ... ......... ... ... ... ... '" ... ...... ...... .....157 Rock Removal.......................................... ......... ... ..162 Erosion Control... ... '" ... ... ... ...... ... ... ...... ... ... ......... .....164 Earthwork. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..167 Restoration and Replacement of Paving and Improvements...... ...... .................................. ...171 Project Water Mains... ...... ... ... ... ... ... ... ...... ... ... ... ... ....173 Pressure Testing and Disinfection of Water Distribution System... ... ...... ...... .................. ... ...... ...179 -2- 02923 02936 03100 03200 03300 03732 13410 DIVISION 700 - - TABLE OF CONTENTS Continued - Landscaping Grading... ....................................... .....183 Seeding... .,. ... ... ... ... ... ... ... ... ... ... .,. ... ... ... ... .., ... .,. .....185 Concrete Formwork... ... ... ... ... ... ... ... ... ... ... ...... .,. ... .....189 Concrete Reinforcement... ... ... ... ... .., ... .,. ... ... ... .,. ... ... .194 Cast-In-Place Concrete... ... ...... ... ... ... .,. ... ... .., ... ... ... ...197 Concrete Repair...................................................... .203 Glass-Lined steel Water Storage Tank....................... ..206 - .. - Prevailing Wage Rates.................................... ......... .217 GEOTECHNICAL REPORT......................................................... ...... ...218 - CONTRACT DRAWiNGS................................................ ............... ...219 - - - - - - ... - - - -3- ... ... - - - - .... - - - - - - - - - - - - - - NOTICE TO BIDDERS NOTICE IS HEREBY GIVEN that the Town Board of the Town of Wappinger invites sealed proposals for the furnishing of all materials and labor necessary for the Cider Mill Loop Water Tank Demolition and Replacement project, Wappingers Falls, New York. This Contract has been designated as Contract NO.1 0-013 as set forth in contract documents, including drawings and specifications, prepared by Morris Associates Engineering Consultants, PLLC, 9 Elks Lane, Poughkeepsie, NY 12601. There will be a MANDATORY pre-bid meeting and site visit to be held on July 15, 2011 at 9:00 a.m. All such sealed proposals must be received by the Town Clerk at the Town Hall, 20 Middlebush Road, Wappingers Falls, NY 12590 on or before 12:00 Noon, August 1, 2011. The bids will be publicly opened and read aloud with the contract being awarded as soon as practicable thereafter. Copies of the proposed contract documents, including plans and specifications, and the forms of proposals for the contract, are available for public inspection at the Town Clerk's office during business hours, Monday through Friday and becoming available July 8, 2011. Pursuant to the provisions of GML 102, persons desiring to take a copy may obtain them, subject to a deposit in the amount of $100.00 for each set, payable by check or money order, to guarantee their safe return, such deposits to be refunded or partially refunded under the provisions of GML 102. Such documents are also available for examination at the offices of Morris Associates, 9 Elks Lane, Poughkeepsie, New York. The Town of Wappinger has enacted Local Law No. 2005-3 entitled "Apprenticeship Training Programs for Town Construction Contracts" which requires that any contractor that has a construction contract with the Town must have an Apprenticeship Agreement appropriate for the type and scope of work to be performed and which has been registered with and approved by the New York state Commissioner of Labor in accordance with Article 23 of the New York State Labor law. Contractor would need to follow the provisions of the Town Apprenticeship Training Program at all times for any project with a bid of $500,000 or more. All proposals shall be made and received upon the following conditions, which are more fully set forth in the bid documents: 1. Only such proposals as are made and filed upon the forms available in the office of the Town Clerk will be accepted. 2. Proposals are to be enclosed in a sealed envelope. 3. Each proposal must be accompanied by a certified check in the sum of five percent (5%) of the amount bid, payable to the order of the Town of Wappinger, or a bond with sufficient sureties, to be approved by the Supervisor, as Chief Financial Officer, in such amount, conditioned that if the -4- .... proposal is accepted, the bidder will enter into a contract for the same and will provide acceptable security, in the form of cash, certified check or performance bonds, or letters of credit, as set forth in the contract documents, for the faithful performance of the contract, within 15 days from the acceptance of the proposal. - - 4. Pursuant to the provisions of GML 105, no bids may be withdrawn unless no contract is awarded for more than 45 days after the opening thereof. Upon such proper withdrawal of bid, the deposit shall be forthwith returned. After award of the contract, all bid deposits or other bid bonds except that of the successful bidder will be returned. .... .. .... 5. Upon acceptance of the bid, if the successful bidder fails to enter into a contract pursuant to the requirements of said Town Board or fails to give the further security prescribed in this notice within the time noted herein, then the check deposited as aforesaid, and the moneys standing to the credit of the same shall be forfeited to the Town as liquidated damages and not as a penalty and the Supervisor shall collect the same or enforce the payment of the bond for the benefit of the Town. .... - 6. All bids shall contain the non-collusion certificate in a form meeting the requirements of GML 103-d. .... The Town Board reserves the right, in its discretion, to waive technical noncompliance .... or irregularities that are not material or substantial, and to reject all bids and to rebid the project. - By order of the Town Board Dated: June 24,2011 .... Chris Masterson, Town Clerk Town Hall 20 Middlebush Road Wappingers Falls, NY 12590 845-297 -27 44 .... .. .. .. .. - 5 - - - - - .. - DIVISION 100 INSTRUCTIONS TO BIDDERS - - - - - - - - - .. - - - .. -6- - ARTICLE A: GENERAL PROVISIONS A.1 Location and Description of Proiect a. The work proposed under Contract NO.1 0-013 is located off Cider Mill Loop in the Town of Wappinger, Dutchess County, New York. This contract consists mainly of the demolition, removal and disposal of the existing 1,000,000 gallon steel water storage tank and preparation of the site, erection of a new glass lined steel 1 ,100,000 gallon water storage tank and all connections and controls. b. TIME IS OF THE ESSENCE in this contract. The work shall be completed within 90 calendar days of the date of the Notice to Proceed. The work as described within this contract document shall not commence until September 17,2011 at the earliest. A.2 Definitions a. "Bid Documents" shall mean the Bidding Requirements and the Contract Documents, listed below, both as a whole and severally. Except for titles, sub-titles, headings, running headlines, table of contents and indices (all of which are printed herein merely for convenience), the following, except for such portions thereof as may be specifically excluded, shall be deemed to be part of this proposal: Bidding Requirements 1) Notice to Bidders 2) Instructions to Bidders 3) Bid Form 4) Sample Contract 5) Certification of Non-Collusion by Bidders 6) Bid Bond 7) Contractor's Statement of Qualifications Contract Documents 1) Contract 2) Performance Bond and Labor and Material Payment Bond 3) General Conditions for Contract 4) Special Conditions for Contract 5) Technical Specifications 6) Drawings 7) All Addenda 8) All provisions required by law to be inserted in the Contract whether actually inserted or not. 9) Change Orders 10) Prevailing wage Rates - 7 - - - .. - - .. - .. .. .. .. .. - - - .. .. .. .. - - b. - c. - d. - - "Bid" - a complete and properly signed proposal to do the work for the sums named therein, submitted in complete accordance with the bid requirements. "Bidder" - the individual, firm or corporation who submits a bid. "Proposal" shall mean the bound volume of bidding requirements and the plans, specifications and addenda and all the contract documents offered by the Owner for acceptance by bidders and which will become the contract upon acceptance by the Owner of a bid. e. Other definitions listed in the General Conditions. A.3 Estimates of Bid Quantities. - - - - a. Bidders are warned that the estimate of the quantities of the various items of work and materials as set forth herein are approximate only and are given solely to be used as a uniform basis for the comparison of bids. b. Bidders shall examine the drawings and specifications and exercise their own judgment as to the nature and amount of the whole of the work to be done, and, for the bid prices, shall assume all risk of variance by whosoever made in any computation or statement of amounts or quantities necessary to fully complete the work in strict compliance with the contract documents. - A.4 Site Conditions a. - b. - - - - - - - The Owner does not guarantee that all pipes, ducts, utilities, and other underground structures are shown on the plans. The information given is intended only as a guide to the bidder. By submission of a bid, the bidder agrees and represents that he/she has visited the site prior to the time of submitting the bid and has inspected and given consideration to the conditions under which the work is to be performed. In addition, the bidder shall carefully examine the site of the proposed work and all premises adjacent thereto. The bidder shall satisfy and fully inform himself/herself from his/her own investigation or research as to (1) the nature and location of the work, (2) the general and local conditions, (3) the various means of approach to the sites, (4) the sites and facilities for delivering, unloading, storage, and handling of materials and equipment, - 8- c. (5) the character, quality, and quantity of existing materials, (6) the kind and extent of equipment, labor, materials, and facilities needed, (7) all difficulties likely to be encountered, and all other items, which may in any way affect the work or its performance in accordance with the contract requirements. In addition to making the careful examination referred to above, the bidder, at his/her own expense and only after having received written approval from the Engineer, may make borings, test pits or such other methods as he/she may prefer to satisfy himself/herself as to the character, location and amounts of water, mud, clay, sand, gravel, quicksand, boulders, conglomerate, rock and other material which may be encountered in the locations where the proposed work is to be performed. The prospective bidders shall contact Michael Tremper of CAMO Pollution Control (845-463- 7310) between 8:00 am and 4:00 pm to arrange for a convenient day and time to conduct the inspection as the site is enclosed by a locked gate. A.5 GoverninQ Laws and ReQulations a. The bidder shall comply with the contract requirements for labor laws, labor safety, labor rates, labor standards, and non-discrimination. b. A copy of the prevailing wage determinations is included with this proposal. c. The Town of Wappinger is an exempt organization under the Tax Laws and is exempt from payment of Sales and Compensating Use Taxes ofthe State of New York and cities and counties of the State for all materials which are to be incorporated into the construction, pursuant to the provisions of the contract. These are not to be included in the bid. However, this is not to be construed by bidders as relieving them from any obligation to pay a sales tax on applicable items pursuant to terms of the present Sales Tax Law. A.6 Addenda and Interpretations a. Any discrepancies or omissions found in the drawings or specifications shall be brought to the attention of the Engineer, Morris Associates. No interpretation of the meaning of the drawings, specifications, or other contract documents will be made to any bidder orally. Prospective bidders must request in writinQ such interpretation from the EnQineer and such interpretation will be Cliven in writinQ. To be Qiven consideration, such request must be received at least seven (7) workinQ days prior to the - 9 - - ... ,. .. .. ... .. .. .. .. - ... - - ... .. .. .. .. - - - - - date fixed for the openinq of the bids. Any and all such interpretations and any supplemental instructions will be in the form of written addenda which, if issued, will be sent by registered mail, with return receipt requested, to all prospective bidders (at the respective addresses furnished for such purposes) not later than five (5) working days prior to the date fixed for the opening of the bids. All addenda so issued shall become part of the contract documents. A.7 Apprenticeship Proqram - a. - - - The Town previously enacted Local Law No. 4 of 2008 entitled "Apprenticeship Training Programs for Town Construction Contracts" which requires that any contractor that has a construction contract with the Town in excess of $500,000.00 must have an Apprenticeship Agreement appropriate for the type and scope of work to be performed and which has been registered with and approved by the New York State Commissioner of Labor in accordance with Article 23 of the New York State Labor Law. Contractor hereby agrees to follow the provisions of the Town Apprenticeship Training Program at all times during the performance of this Agreement. - ARTICLE B: BIDDING PROCEDURE B.1 - - - - - - - - - Form of Bid Bid Form must remain attached to and bound in this Bidding Reauirements manual. a. A bid must be submitted only on the designated form, all blank spaces of which must be filled in, in ink, in both words and figures with the total sum for which the bid is made. In case of a discrepancy, the word description will govern. b. The complete form shall be without erasures, interlineations, or alterations. c. No oral, telegraphic or telephonic bid or bid modifications will be considered. d. The signature(s) on the bid and all other contract documents must be in ink and in longhand. An officer or a principal of a corporation or a partnership signing for the bidder shall print or type the legal name of the person, partnership, or corporation on the line provided and place his/her signature in the appropriate space. All other information required shall be typed or printed on the lines provided. - 10- e. The Certification of Non-Collusion by Bidders, attached hereto, shall be considered to be a part of the bid and no bid will be considered unless it remains attached to the bid and bears the signature or initials of the bidder or his/her authorized agent. The bidder shall also be responsible at the time of bidding for completing any other certifications required by these bid documents. f. Prior to submitting his/her bid, the bidder shall verify that he/she has received all addenda issued. The bidder shall acknowledge receipt of the addenda on the outside, sealing covering of the bid. Failure of the bidder to receive all addenda or interpretations shall not relieve the bidder from any obligation under the bid as submitted. 8.2 Bid Security a. As assurance that the bid IS made In good faith, the bid must be accompanied by: (1 ) A certified check drawn on a solvent bank or trust company with its principal place of business in New York State, in an amount equal to five percent (5%) of the amount bid and made payable to the Town of Wappinger; or, (2) A bond issued by a surety authorized to do business in New York. State, and approved by the Owner's attorney, in an amount equal to five percent (5%) of the amount bid, on the form attached hereto. b. Said check or bid bond shall be given as a guarantee that the bidder will enter into a contract with the Owner within ten (10) days after notification by registered mail of the acceptance of his/her bid. Such bid security of the three (3) lowest bidders may be held for forty-five (45) days as permitted by State law at the discretion of the Owner and then returned. Security of the other bidders will be returned within ten (10) days after the opening of the bids. In case of refusal, or of failure, of the selected bidder to enter into a contract within the stipulated time, that bidder shall be considered to have abandoned the contract and the check or bond will be declared forfeited to the Owner as liquidated damages. No plea of mistake in a bid (except excusable error) shall be available to the bidder for the recovery of his/her bid security or as a defense to any action based on neglect or refusal to execute a contract. 8.3 Submission of Bid a. Bids will be received by the Owner at the Office of the Town Clerk of the Town of Wappinger, Town Hall, 20 Middlebush Road, Wappingers Falls, New York until the date and time stated in the Notice to Contractors, at which - 11 - - ... - ... - ... - ... - - - ... - ... - ... .. ... III - - - b. - - d. - e. - - - - time and place they will be publicly opened and read aloud. Any bid may be withdrawn prior to the scheduled time for the opening of bids and authorized postponement thereof. c. Bid modification by amendment may be considered on condition that: (1) the amendment arrives before the time set for the bid opening, (2) the amendment is in writing and signed by the bidder, and (3) the bid, as amended, conforms in all respects with the bidding requirements. Any bid received after the time set for opening will not be considered and will be returned unopened to the bidder. The bid must be submitted in a sealed envelope, bearing on the outside the name of the bidder, his/her mailing address and street address, and the name and number of the contract for which the bid is being submitted. If forwarded by mail, preferably by registered mail, the sealed envelope(s) containing the bid and marked as directed above must be enclosed in another envelope addressed to the Town of Wappinger, Town Hall, 20 Middlebush Road, Wappingers Falls, New York 12590. The Owner may consider as irregular any bid not prepared and submitted in accordance with the provisions hereof. f. Bid shall remain in force for forty-five (45) days from the bid opening date, pursuant to the provision of General Municipal Law 105. - ARTICLE C: AWARD OF CONTRACT - C.1 Award of Contract .. - - - a. If awarded, the contract may be awarded to the lowest responsible bidder furnishing the required security as will best promote the public interest. b. If alternates or options are described or requested by Owner in the contract documents, the Owner reserves the right to accept or reject any or all alternates or options. The lowest bid will be determined by the sum of the base bid and the accepted alternates or options. c. The Owner reserves the right to reject any or all bids, and advertise for new bids, if in its opinion the best interest of the Town will thereby be promoted. In the event that all bids are rejected, each bidder will be so notified. - C.2 Irreaular Bids - - a. Any bid, which fails to conform to the requirements of the contract documents, may be rejected. Failure to complete all required certifications - 12 - b. may cause the bid to be considered irregular and therefore not eligible for award. The Owner may waive any informality or afford the bidder an opportunity to remedy any deficiency resulting from a minor irregularity. C.3 Determination of Contractor's Responsibility a. (5) (6) The law requires that contracts for public work in the State of New York be awarded to the lowest responsible bidder as will best promote the public interest. In order to assist the Owner in determining whether the apparent low bidder meets this standard, the Owner reserves the right to require the apparent low bidder to submit a statement containing the following: (1 ) a statement as to any competitively bid project on which the bidder submitted the low bid but was not awarded a contract, within the previous five years, (2) a certified financial statement showing assets (including a list of equipment owned by the bidder), liabilities and net worth, (3) a list of the officers and principals of the bidder, and a list of all subsidiary or affiliated companies in which the bidder's principals have any financial interest, a list of the number of full time personnel of the bidder and a description of the construction experience of the bidder's principals and supervisory personnel, (4) a statement as to any projects which the bidder or his/her predecessors failed to complete or any litigation in which the bidder has been involved within the previous three fiscal years, a list and description of all contracts completed by the bidder within the previous three fiscal years, including a list of project names, references and telephone numbers, (7) a list and description of the status of all uncompleted contracts of the bidder, and . (8) (9) statements of the bidder's net total billings and average backlogs of uncompleted work on outstanding contracts for each of the previous three fiscal years. description of experience with projects of comparable size, complexity and cost within the last 5 years. - .. - - - - - - - .. - - - - - - .. -13- .. .. - - .... - - - (10) disclosure of convictions for violations of any prevailing wage or employment regulations, OSHA requirements, unemployment insurance tax provisions, workers' compensation regulations, or any federal, state or municipal environmental or health laws, codes, rules or regulations. (11) demonstration of ability and capacity to perform substantial portion of the project with its own forces; identification of all work to be subcontracted, and a list of all proposed subcontractors. Any of the above information with respect to proposed subcontractors may also be requested. C.4 Security for Faithful Performance - - - - a. The successful bidder, simultaneously with the execution of the contract, shall submit on the form provided herein, a performance bond in the amount of one hundred percent (100%) of the contract price, as a guarantee that he/she shall well, truly and faithfully perform the duties, undertakings, covenants, terms, conditions and agreements of said contract during the original term thereof and any extensions thereof which may be granted by the Owner and during the one year guaranty period. The performance bond shall serve as security for the faithful performance of this contract. C.5 Security for Faithful Payment .... .... - - a. The successful bidder, simultaneously with the execution of the contract, shall submit on the form provided herein, a Labor and Material Payment Bond in the amount of one hundred percent (100%) of the contract price, as a guarantee that he/she will, truly and faithfully make payment of all persons performing labor and furnishing materials in connection with the contract. Said bond shall be issued by a surety company authorized to do business in the State of New York and approved by the Owner's attorney. Attorneys-in- fact who sign labor and material payment bonds must file with such bonds a certified copy of the power of attorney to sign such bonds. ARTICLE 0: GENERAL INFORMATION .... 0.1 BiddinQ and Contract Award Steps .... - - - (1) Plans and specifications shall be obtained only from the Town Clerk. (2) Bids will be opened by the Town Clerk, and then taken by the Engineer for review. (3) The Engineer will return all bids to the Town Clerk, along with a recommendation for award. The Town Attorney should also review the bids, - 14 - (6) (7) (8) (9) .. including accompanying documents. .. (4) The Town Board will vote to award the contract at a Town Board meeting, following which the Town Clerk will send the Notice of Award along with three blank contract forms and blank bond forms to the successful bidder. .. (5) .. The Contractor shall complete the forms and return to the Supervisor for signature. Note that the date on the bonds shall not be earlier than the date of the Supervisor's signature. Owner in its discretion may accept a binder for the required bonds. .. One original contract shall be given to the Town Clerk, and a copy shall be given to the Engineer. III Upon receipt of the actual bonds, the Town Clerk will issue the Notice to Proceed. A copy should be given to the Engineer. .. Upon receipt of the Notice to Proceed, the Contractor shall request to schedule the pre-construction conference. At the meeting, the Contractor will be furnished four sets of plans, specifications and all addenda at no charge. The Contractor may purchase additional plans, specifications, and addenda at the cost to the Town for such materials. .. .. Progress and final payments shall be made in accordance with the General Conditions Article 8. The applications should preferably be made on originals of AlA forms, or equivalent forms may be used. All other supporting documentation shall also be on originals of the AlA forms or equivalent forms. Applications made on photocopies will not be processed. .. .. .. .. - .. .. .. - 15- .. .. TOWN BOARD TOWN OF WAPPINGER, NEW YORK CIDER MILL LOOP WATER STORAGE TANK DEMOLITION AND REPLACEMENT CONTRACT CONTRACT NO. 10-013 THIS CONTRACT, made and executed this , in the year Two Thousand and between the Town Board, Town of Wappinger, and , Contractor. day of , by and Owner 1. WITNESSETH: in consideration of the mutual agreements herein contained the parties hereto have agreed and hereby agree with each other, the Owner, its successors and assigns, and the Contractor, and his/her successors and assigns, as follows: This Contract includes the plans and specifications for the Project identified thereon as such prepared by Morris Associates plus the following Contract Documents: A. Performance Bond and Labor and Material Payment Bond B. General Conditions of Contract C. Special Conditions for Contract D. Technical Specifications E. Drawings F. All Addenda G. All provisions required by law to be inserted in this contract whether actual inserted or not H. Change Orders, and I. Prevailing Wage Information and Materials The above contract documents are hereby incorporated herein by reference and made a part hereof. Change Orders issued hereafter, and any other amendments executed by the Owner and the Contractor, shall become and be a part of this Contract. Documents not included or expressly contemplated in this Paragraph do 2. - 31 - .. .. - .. .. .. .. - .. .. .. .. .. .. .. .. .. .. .. - - - - - - - - - - - - 3. 4. 5. 6. - A. - B. - C. - - - - not, and shall not, form any part of this Contract. All the above documents constitute the entire and exclusive agreements between the parties with reference to the Project, and said Contract supersedes any and all prior discussions, communications, representations, understandings, negotiations, or agreements. The Owner, Town of Wappinger, New York agrees to pay and the Contractor agrees to accept (unless modified pursuant to the terms set forth in the General Conditions) a total, final and fixed Contract Price of: ($) for Cider Mill Loop Water Tank Demolition and Replacement Contract NO.1 0-013. The Contractor will furnish all labor and materials necessary to perform the work shown, required to complete the Contract, including: all labor, supervision, machinery, equipment, facilities, tools, transportation, supplies, materials, insurance, permits, certificates, tests, guarantees, protection of equipment and property and life during construction, and all other things whether or not explicitly shown or mentioned, necessary and proper for or incidental to the completion of a workmanlike job, complete in every respect and detail, left ready and in perfect condition for the Owner's use, as called for in the contract documents. Within 7 days of signing this contract, the Contractor shall submit to the Engineer in writing the name of each proposed subcontractor and supplier and obtain the Engineer's written consent to such subcontractor and supplier. The names shall be submitted in ample time to permit acceptance or rejection of each proposed subcontractor and supplier by the Engineer without causing delay in the work of the Project. In order to induce the Owner to execute this Contract and recognizing that the Owner is relying thereon, the Contractor, by executing this Contract, makes the following express representations to the Owner. The Contractor is fully qualified to act as the contractor for the Project and has, and shall maintain, any and all licenses, permits or other authorizations necessary to act as the contractor for, and to construct, the Project; The Contractor has become familiar with the Project site and the local conditions under which the Project is to be constructed and operated. The Contractor has received, reviewed and carefully examined all of the documents which make up this Contract, including, but not limited to, the plans and specifications, and has found them in all respects to be complete, accurate, adequate, consistent, coordinated and sufficient for construction. - 32- The Contractor agrees to begin work on the day specified in the Notice to Proceed and unless the date for completion is extended pursuant to provisions of the General Conditions, he agrees to complete the work within sixty (60) days of the date stated therein. 7. In addition to any and all other duties, obligations and responsibilities of the Contractor set forth in this Contract, the Contractor shall have and perform the following duties, obligations and responsibilities to the Owner: 8, A. The Contractor shall not perform work without adequate plans and specifications, or, as appropriate, approved shop drawings or other submittals. If the Contractor performs work knowing or believing it involves an error, inconsistency or omission in the Contract without first providing written notice to the Engineer and Owner, the Contractor shall be responsible for such work and pay the cost of correcting same; B. All work shall strictly conform to the requirements of this Contract; C. The work shall be strictly supervised, the Contractor bearing full responsibility for any and all acts or omissions of those engaged in the work on behalf of the Contractor; D. The Contractor hereby warrants that all labor furnished under this Contract shall be competent to perform the task undertaken, that the product of such labor shall yield only first-class results, that all materials and equipment provided shall be new and of high quality, that the completed work will be complete, of high quality, without defects, and that all work strictly complies with the requirements of this Contract. Any work not strictly complying with the requirements of this subparagraph shall constitute a breach of the Contractor's warranty; E. The Contractor shall obtain and pay for all required permits, fees and licenses customarily obtained by the Contractor. The Contractor shall comply with all legal requirements applicable to the work; F. The Contractor shall employ and maintain at the project site only competent supervisory personnel; G. The Contractor, within fifteen (15) days of commencing the work, shall provide to the Owner and the Engineer, and comply with the Contractor's schedule for completing the work. Such schedule shall be in a form acceptable to the Owner. The Contractor's schedule shall be updated no less frequently than monthly (unless the parties otherwise agree in writing) and - 33- .. .. .. .. - .. .. - .. .. .. .. .. ... .. .. .. .. - - - - - - - - - - - - - - - - - - - - shall be updated to reflect conditions encountered from time to time and shall apply to the total Project. Each such revision shall be furnished to the Owner and the Engineer. Strict compliance with the requirements of this Subparagraph shall be a condition precedent to payment to the Contractor, and failure by the Contractor to strictly comply with said requirements shall constitute a material breach of this Contract; H. The Contractor shall keep an updated copy of this Contract at the site. Additionally, the Contractor shall keep a copy of approved shop drawings and other submittals. All of these items shall be available to the Owner and the Engineer at all regular business hours. Upon final completion of the work, all of these items shall be finally updated and provided to the Owner and shall become the property of the Owner; I. Shop drawings and other submittals from the Contractor do not constitute a part of the Contract. The Contractor shall not do any work requiring shop drawings or other submittals unless such shall have been approved in writing by the Engineer. All work requiring approved shop drawings or other submittals shall be done in strict compliance with such approved documents. However, approval by the Engineer or the Owner shall not be evidence that work installed pursuant thereto conforms to the requirements of this Contract. The Owner and the Engineer shall have no duty to review partial submittals or incomplete submittals. The Contractor shall maintain a submittal log which shall include, at a minimum, the date each submittal, the date of any resubmittal, the date of any approval or rejection, and the reason for any approval or rejection. The Contractor shall have the duty to carefully review, inspect and examine any and all submittals before submission of same to the Owner or the Engineer; J. The Contractor shall maintain the Project site in a reasonably clean condition during performance ofthe work. Upon final completion, the Contractor shall thoroughly clean the Project site of all debris, trash and excess materials or equipment; and shall hand rake all disturbed areas and seed and mulch. K. At all times relevant to this Contract, the Contractor shall permit the Owner and the Engineer to enter upon the Project site and to review or inspect the work without formality or other procedure. 9. The Contractor shall furnish separate performance and payment bonds to the Owner. Each bond shall set forth a penal sum in an amount not less than the Contract Price. Each bond furnished by the Contractor shall incorporate by reference the terms of this Contract as fully as though they were set forth verbatim in such bonds. In the event the Contract Price is adjusted by Change Order - 34- executed by the Contractor, the penal sum of both performance bond and the payment bond shall be deemed increased by like amount. The performance and payment bonds furnished by the Contractor shall be in form suitable to the Owner and shall be executed by a surety, or sureties, reasonably acceptable to the Owner. (See forms attached hereto.) 10. This Contract is governed by the law of the State of New York. 11. The venue for any litigation concerning this contract is hereby established to be The Supreme Court, County of Dutchess, State of New York. 12. The Contractor agrees, in the event he/she fails to complete all the work on time, to pay the Owner liquidated damages in the amount of $250 for each calendar day of delay in the physical completion of the work. Any sums due and payable hereunder by the Contractor shall be payable, not as a penalty, but as liquidated damages representing an estimate of delay damages likely to be sustained by the Owner, estimated at or before the time of executing this Contract. When the Owner reasonably believes that final completion will be inexcusably delayed, the Owner shall be entitled, but not required, to withhold from any amounts otherwise due the Contractor an amount then believed by the Owner to be adequate to recover liquidated damages applicable to such delays. If and when the Contractor overcomes the delay in achieving final completion, or any part thereof, for which the Owner has withheld payment, the Owner shall promptly release to the Contractor those funds withheld, but no longer applicable, as liquidated damages. 13. The Contractor, by placing his/her signature on this Contract, hereby certifies that he/she is familiar with the contents of all bid documents and the contract documents and he/she agrees to abide by and be bound by their contents and by all applicable Federal, State and local laws, ordinances and statutes. 14. Payment, both progress and final, will be made as detailed In the General Conditions section of the Contract Documents. 15. Each party binds itself, its successors, assigns, executors, administrators or other representatives to the other party hereto and to successors, assigns, executors, administrators or other representatives of such other party in connection with all terms and conditions of this Contract. The Contractor shall not assign this Contract without prior written consent of the Owner. - 35 - - - - - .. .. .. .. - - .. - .. .. .. 'III ... .. ... - - - Owner Contractor Seal Seal - (Typed Name) (Typed Name) Bv: Bv .. (Signature) (Signature) - (Printed Name, Title and Address) (Printed Name, Title and Address) - (Date of Execution) (Date of Execution) - .. .. - .. .. .. .. .. - - - - 36- - (Acknowledgment by Contractor if a corporation) - STATE of ) ss: ) - COUNTY of - On the day of , before me, the undersigned, a Notary Public in and for the said State, personally appeared 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 behalf of which the individual acted, executed the instrument. .. - .. .. Notary Public .. (Acknowledgment by Supervisor) - STATE of ) ss: ) .. COUNTY of On the day of , before me, the undersigned, a Notary Public in and for the said State, personally appeared 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 behalf of which the individual acted, executed the instrument. .. .. ... - .. Notary Public ... - 37 - .. .. - - PERFORMANCE BOND - - .. The form bound in this manual MUST be used. No other form of performance bond or other acceptable performance security may be used except with prior approval and the Owner, after review by the Town Attorney, which approval may be granted or withheld, in the owner's discretion. - - - - .. - .. .. .. .. - - - 38- - - .. PERFORMANCE BOND - as surety ("Surety"), - (Insert Proper Name of Surety) and (Insert Proper Name of Contractor) - as principal ("Contractor"), enter into, execute this bond ("Performance Bond"), and bind ... themselves in favor of (Insert Proper Name of Owner) - as obligee ("Owner") in the penal sum of $ (Insert Penal Sum) - as of the . This Penal Sum shall be deemed (Insert Date of Construction Contract) - increased in the same amount that the contract price increases pursuant to change orders - executed by the Owner and Contractor (see Article 5 of the General Conditions of Contract). .. WHEREAS, the Contractor has executed a contract with the Owner of even date herewith ("Construction Contract") for construction of - ... (Insert Description and Location of the Construction Project) and, - WHEREAS, the Owner has required the Contractor to furnish this Performance Bond containing the terms and conditions set forth herein as a condition to executing the Construction Contract with the Contractor: ... NOW THEREFORE, the Surety and the Contractor, both jointly and severally, and for themselves, their heirs, administrators, executors and successors agree: - 1. The Construction Contract is hereby incorporated herein and by reference made an art hereof to the same extent and effect as though it were copied verbatim herein. The Surety and the Contractor are bound for the full performance of the - 39- .. .. .. .. ~ - - - .. - - - - .... - - - - - - - - - Construction Contract including without exception all of its terms and conditions, both express and implied. 2. If the Contractor is in default of the Construction Contract and the Owner, by written notice to the Contractor and the Surety, declares the Contractor to be in default and terminates the right of the Contractor to proceed, the Surety shall thereupon promptly notify the Owner in writing as to which of the actions permitted to the Surety in Paragraph 3 it will take. 3. Upon the default and termination of the Contractor and notice to the Contractor and Surety as provided in Paragraph 2 above, the Surety shall within 30 days proceed to take one or, at its option, more than one of the following courses of action: a. Proceed itself, or through others acting on its behalf, to complete full performance of the Construction Contract including, without limitation, correction of defective and nonconforming work performed by or on behalf of the Contractor. During such performance by the Surety the Owner shall pay the Surety from its own funds only such sums as would have been due and payable to the Contractor in the absence of the default and termination; b. Applicable law permitting, and with the prior written consent of the Owner, obtain bids or proposals from contractors previously identified as being acceptable to the Owner, for full performance of the Construction Contract. The Surety shall furnish the Owner a copy of such bids or proposals upon receipt of same. The Surety shall promptly select, with the agreement of the Owner, the best responsive bid or proposal and shall promptly tender the contractor submitting it together with a contract for fulfillment and completion of the Construction Contract executed by the completing contractor, to the Owner for the Owner's execution. Upon execution by the Owner of the contract for fulfillment and completion of the Construction Contract, the completing contractor shall furnish to the Owner a performance bond and a separate payment bond, each in the form of those bonds previously furnished to the Owner for the project by the Contractor. Each such bond shall be in the penal sum of the (1) fixed price for completion, (2) guaranteed maximum price for completion, or (3) estimated price for completion, whichever is applicable. The Owner shall pay the completing contractor from its own funds only such sums as would have been due and payable to the Contractor under the Construction Contract as and when they would have been due and payable to the Contractor in the absence of the default and termination. To the extent that the Owner is obligated to pay the completing contractor sums which would not have then been due and payable to the Contractor under the Construction Contract, the Surety shall provide the Owner with such sums in a sufficiently timely manner that the Owner can utilize such sums in making timely payment to the completing contractor; or, - 40- 9. .. .. c. Take any and all other acts, if any, mutually agreed upon in writing by the Owner and the Surety. .. 4. In addition to those duties set forth hereinabove, the Surety shall promptly pay the Owner all loss, costs and expenses resulting from the Contractor's default(s), including, without limitation, fees, expenses and costs for architects, engineers, consultants, testing, surveying and attorneys, liquidated or actual damages, as applicable, for delay in completion of the Project, and fees, expenses and costs incurred at the direction, request, or as a result of the acts of omissions of the Surety. .. .. 5. In no event shall the Surety be obligated to the Owner hereunder for any sum in excess of the Penal Sum. .. 6. .. The Surety waives notice of any changes to the Construction Contract including, without limitation, changes in the contract time, the contract price, or the work to be performed. .. 7. This performance bond is provided by the Surety for the sole and exclusive benefit of the Owner and, if applicable, any dual obligee designated by rider attached hereto, together with their heirs, administrators, executors, successors or assigns. No other party, person or entity shall have any rights against the Surety hereunder. .. .. 8. Any and all notices to the Surety, the Contractor or the Owner shall be given by Certified Mail, Return Receipt Requested, to the address set forth for each party below. .. Surety: .. .. Contractor: .. Owner: ... Any statutory limitation, which may be contractually superseded, to the contrary notwithstanding, any action hereon may be instituted so long as the applicable statute of limitations governing the Construction Contract has not run or expired. - 41 - .. .. .. .. - - Contractor Surety - Seal Seal - (Typed Name) (Typed Name) By By - (Signature) (Signature) - (Printed Name, Title and Address) (Printed Name, Title and Address) - (Date of Execution) (Date of Execution) - - 4. Date of Bond must not be prior to date of Contract. If Contractor is a Partnership all partners should execute the bond. Surety Companies executing Bonds must be authorized to do business in New York State and be approved by the Owner's attorney. All bonds shall be in a form acceptable in all respects to the Owner's attorney and shall be approved by the Owner's attorney. - NOTES: 1. 2. 3. - - - - - - - - 42- - - .. STATE OF NEW YORK ) )ss.: COUNTY OF ) .. .. - On the day of , before me, the undersigned, a Notary Public in and for said State, personally appeared 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 behalf of which the individual acted, executed the instrument. .. .. - .. .. NOTARY PUBLIC - .. .. .. .. - .. . - 43- - - - - LABOR AND MATERIAL PAYMENT BOND .. .. The form bound in this manual MUST be used. No other form of payment bond may be used except with prior approval of the Owner, after review by the Town Attorney, which approval may be granted or withheld, in the Owner's discretion. - - - - - .. .. - - .. - .. - - 44- - - .. LABOR AND MATERIAL PAYMENT BOND ... (Insert Proper Name of Surety) , as surety ("Surety"), .. and - (Insert Proper Name of Contractor) as principal ("Contractor"), enter into, execute this bond ("Payment Bond"), and bind ... themselves in favor of (Insert Proper Name of Owner) ... as obligee ("Owner") in the penal sum of $ (Insert Penal Sum) - as of the (Insert Date of Construction Contract) ... WHEREAS, the Contractor has executed a contract with the Owner of even date herewith .. ("Construction Contract") for construction of .. ... (Insert Description and Location of the Construction Project) ("PROJECT"); and, .. WHEREAS, the Owner has required the Contractor to furnish this Payment Bond ... containing the terms and conditions set forth herein as a condition to executing the Construction Contract with the Contractor; NOW THEREFORE, the Surety and the Contractor, both jointly and severally, and for themselves, their heirs, administrators, executors and successors agree: ... 1. <lit The Construction Contract is hereby incorporated herein and by reference made a part hereof to the same extent and effect as though it were copied verbatim herein. The Surety and the Contractor are bound for the full performance of the Construction Contract including without exception of all its terms and conditions, both express and implied, and, without limitation, specifically including Contractor's - 45- .. .. .. .. - - - 2. - - - - - - - - - - - - - - - - obligation to pay for labor, materials, services and equipment provided in connection with the Construction Contract performance; For purposes ofthis Payment Bond, Beneficiary is defined as a person or entity who has actually provided labor, material, equipment, services or other items for use in furtherance of the Construction Contract, and having: (A) a direct contract with the Contractor; or (B) a direct contract with a subcontractor of the Contractor; or (C) rights, under the laws of the jurisdiction where the Project is located, to file a lien, a claim or notice of lien, or otherwise make a claim against the Project or against funds held by the Owner, if the Project is, or were, subject to such filing. 3. The Surety shall not be obligated hereunder to a Beneficiary other than a Beneficiary having a direct contract with the Contractor unless such Beneficiary has given written notice of its claim to the Contractor and the Surety within the longer of: (A) ninety (90) days of after such Beneficiary provided labor, material, equipment, services or other items for use in furtherance of the Construction Contract; or, (B) the period of time provided by the jurisdiction wherein the Project is located for (1) filing of a lien, claim of lien, notice of lien, if the Project is, or were, subject to such filing, or (2) otherwise making a claim against the Project or against funds held by the Owner; stating the amount claimed and identifying, by name and address, the person or entity to whom such labor, material, equipment, services or other items were provided. 4. In no event shall the Surety be obligated hereunder for sums in excess of the Penal Sum. The Penal Sum shall be deemed increased by any amount by which the contract price increases by virtue of change order. See Article 5 of the General Conditions of Contract. 5. Upon receipt of a claim from a Beneficiary hereunder, the Surety shall promptly, and in no event later than 30 days after receipt of such claim, respond to such claim in writing (furnishing a copy of such response to the Owner) by: (A) making payment of all sums not in dispute; and, (B) stating the basis for disputing any sums not paid. 6. No action shall be commenced by a Beneficiary hereunder after the passage of the longer of one (1) year following final completion of the Construction Contract or, if this bond is provided in compliance with applicable law, any limitation period - 46- WI provided therein. If the limitation period contained in this Paragraph is unenforceable, it shall be deemed amended to provide the minimum period for an action against the Surety on a payment bond by a third-party beneficiary thereof. .. .. 7. Any and all notices to the Surety or the Contractor shall be given by Certified Mail, Return Receipt Requested, to the address set forth for each party below: .. SURETY: .. CONTRACTOR: .. - OWNER: .. CONTRACTOR SURETY .. SEAL SEAL (TYPED NAME) (TYPED NAME) - Bv: Bv .. (SIGNATURE) (SIGNATURE) (PRINTED NAME, TITLE & ADDRESS) .. (PRINTED NAME, TITLE & ADDRESS) .. (DATE OF EXECUTION) (DATE OF EXECUTION) NOTES: 1. 2. 3. Date of Bond must not be prior to date of Contract. If Contractor is a Partnership all partners should execute the bond. Surety Companies executing Bonds must be authorized to do business in New York State and be approved by the Owner. All bonds shall be in a form acceptable to and shall be approved by the Owner. .. .. 4. .. .. - 47- .. III - - STATE OF NEW YORK ) )ss: - COUNTY OF ) - - On the day of , before me, the undersigned, a Notary Public in and for said State, personally appeared 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 behalf of which the individual acted, executed the instrument. - - - - NOTARY PUBLIC - - - - - - - - - 48- - - ... - lIIIil DIVISION 400 GENERAL CONDITIONS - .. .. - .. - - - - .. .. - . - 49- .. .. - - - - - ... - TABLE OF ARTICLES/CONTENTS PAGE SECTIONS ARTICLE 1: DEFI NITIONS...................................................... .....................................53 1.1 Words and Expressions..................................................................................53 ARTICLE 2: ROLES AND RESPONSiBILITIES...........................................................57 2.1 2.2 2.3 The Contractor...... .... ... ............. ..... ..... ......... ..... ...... ........... .............. .... ...... .....57 The Owner....... .................... ....... ... ......... ........... .... .... ........ ....... ........... .... .......58 Engineer's Authority.. ..................... ....... ........... ........ ............. ........... ...... .... .....59 WI ARTICLE 3: INTERPRETATION OF CONTRACT DOCUMENTS ...............................60 - - - - - - - - .... - - - 3.1 3.2 3.3 3.4 Conflicting Plans and Specifications..... ....... .... ...... ............ ....... ..... .................60 Shop Drawings .. ............. ..... ....... .., ..... ....... ...... ...... ........... .... .......... ....... ..... ....61 Materials......................................................................................................... 62 Royalties and Patents..................................................................................... 63 ARTICLE 4: PERFORMANCE OF THE CONTRACT ..................................................63 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 Responsibility for Damage... ...... ......... ......... .......... ............... ..... .............. .......63 Claim for Damages by Contractor......... ............ ..... ........... ....... .............. .........64 Coordination of Separate Contractors......... ..... ..... ........... ...... ................. ... ....64 Contractor's Supervision................................................................................. 65 Permits and Compliance....... .... .......... ......... ...... ..... ... ....... ..............................65 Boundaries......................................................................... .............................65 Refuse and Debris.......................................................................................... 65 Subcontractors and Suppliers...... ...................................................................65 Contractor's Work Requirements.................................................................... 66 ARTICLE 5: CHANGE IN THE WORK......................................................................... 66 5.1 5.2 Proced ure ....................................................................................................... 66 Payment for Change Orders........................................................................... 67 ARTICLE 6: TIME OF COMMENCEMENT. COMPLETION AND TERMINATION FOR CAUSE........... ....... ......... ...................... ........68 6.1 6.2 Time of Commencement and Completion ...... ....... ........... .................. ............68 Extension of Time........................................................................................... 68 - 50- .. TABLE OF ARTICLES/CONTENTS Continued - SECTIONS .. ~ .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. PAGE .. 6.3 Liquidated Damages Upon Failure to Complete ............................................. 69 6.4 6.5 6.6 6.7 - Termination by the Owner.............................................................................. 70 6.4.1 Termination for the Convenience ................................................. 70 6.4.2 Termination for Cause................................................................... 71 Cease and Desist Order................................................................................. 72 Suspension of Work....................................................................................... 72 Termination by the Contractor....................................................................... 72 .. - ARTICLE 7: INSPECTION AND ACCEPTANCE ......................................................... 73 7.1 7.2 7.3 7.4 .... Inspection ....................................................................................................... 73 Contractor's Obligation to Correct Defective Work ......................................... 73 Progress Reports............................................................................................ 73 Inspection Prior to Acceptance....................................................................... 74 - ARTICLE 8: PAyMENTS............................................ ....... ................................ ........... 74 - 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 Payment... .................. .................. ................................................................... 74 Progress Payments........................................................................................ 74 Substantial Completion......... .... .......... ............... ...... ....... ............. ......... .... ......77 Final Payment................................................................................................. 78 Acceptance of Final Payment ...... .................. .................................................79 Contract Quantities .......... ......... ............ ............ ....... .... ..... ...... ......... ......... ......79 Maintenance and Guarantee.......................................................................... 80 No Estoppel...................................................................................... ~............. 80 .. - - ARTICLE 9: BONDS AND INSURANCE ...................................................................... 81 9.1 9.2 - Contract Security ............................................................................................ 81 I nsu ranee. . ..... . . .. . . . . ... .. . .... .. . ... . . . . '" ... .... . . .. . . ... . . . .. . .. . . . .. . ... . . .. ..... ... . .... . .. .. .. ... ... . .. 81 - ARTICLE 10: MISCELLANEOUS PROViSiONS.... ..... ....... ....................... ........ ........... 82 10.1 10.2 10.3 10.4 10.5 - Compliance with Codes and Laws..... ........ ............ ....... ............... ............. ......82 Service of Notices........................................................................................... 82 Labor Standards............................................................................................. 83 Record-Keeping Requirement......................................... ...............................83 Non-Assignment Clause................................................................................. 83 - 51 - .. - - - ... .. - SECTIONS .. 10.6 .. 10.7 10.8 10.9 10.10 10.11 .. - - - .. .. - .. - - .. - - - TABLE OF ARTICLES/CONTENTS Continued ......................................................................................................... PAGE Non-Collusive Bidding Requirements. .............. ...... ..... ....... ........... .... ... .......... 83 Wage and Hours Provisions........................................................................... 84 Workers' Compensation Benefits................................................................... 84 Nondiscrimination Requirements. ...... ......... ....... .... ......... ......... ..... ....... ....... ....84 Archaeolog ical Salvage.................................................................................. 84 Plans and Specifications... ... ... ... ... ... ... ... ..' ...... ... .., ... '.' ... ... ... ...... ... ... ...84 - 52- - ARTICLE 1: DEFINITIONS .. 1.1 WORDS AND EXPRESSIONS .. A. The following words and expressions, or pronouns used in their stead, shall, wherever they appear in this Contract, be construed as follows, unless a .. different meaning is clear from the context. 1. "Act of God" shall mean an act, event, happening, or occurrence, and _ disaster and effect due to natural causes and inevitable accident, or disaster; a natural and inevitable necessity which implies entire exclusion of all human agency which operates without interference or aid from man _ and which results from natural causes and is in no sense attributable to human agency. .. 2. "Addendum" or "Addenda" shall mean the additional contract provisions issued in writing by the Engineer prior to the receipt of bids. .. 3. "Certificate of Completion" shall mean a letter or notice signed by the Supervisor after the Engineer has determined that no further work is to be done. .. 4. "Certificate of Substantial Completion" shall mean a letter or notice signed by the Engineer when the work or a designated portion thereof is sufficiently complete that the Owner may occupy or use the work for the use for which it is intended. - .. 5. "Change Order" shall mean a written order to the Contractor executed by the Owner and the Engineer after execution of this Contract, directing a change in the work and may include a change in the Contract Price or the time for the Contractor's performance, or any combination thereof: - 6. "Contract" or "Contract Documents" shall mean each of the various parts of the contract listed below, both as a whole and severally: - 7. Except for titles, sub-titles, headings, running headlines, tables of the following, except for such portions thereof as may be specifically excluded, shall be deemed to be part of this contract: - - a. Contract b. Performance Bond and Labor and Material Payment Bond c. General Conditions for Contract d. Special Conditions for Contract .. .. - 53- .. - ~ .. ., .. 8. - 9. - 10. - - - - .. .. .. .. - .. - ... - e. Technical Specifications f. Drawings g. All Addenda h. All provisions required by law to be inserted in this contract whether actually inserted or not I. Change Orders "Contractor" shall meanthe person, partnership, firm or corporation with whom the Owner has executed the Contract Agreement. "Contract Work" shall mean everything expressly or implicitly required to be furnished and done by the Contractor by anyone or more parts of the Contract defined herein, except extra work as defined herein. "Engineer" shall mean the consulting engineerforthe Town Board, Town of Wappinger, New York as designated and duly appointed by that Board, directed or assigned by them to this Contract, with the powers and duties as stated in the contract documents. 11. "Extra Work" shall mean work other than that required either expressly or implicitly by the contract in its present form. It may include work in areas designated on the plans as areas of future work, or in areas within the contract limits or adjacent thereto. Extra work shall be authorized by a change order. 12. "Final Acceptance" shall mean acceptance of the work by the Supervisor as evidenced by his signature upon the final Certificate of Completion. Such acceptance shall be deemed to have taken place only if and when such signature is affixed to said Certificate of Completion. 13. "Inspector" shall mean an authorized representative of the Owner assigned to make any and all necessary inspections of the work performed and materials furnished by the Contractor. 14. "Owner" shall mean the party of the first part hereto, the Town of Wappinger, New York, as represented by the Town Board, or the Supervisor, or any other person designated by them to act on their behalf. 15. "Plans" shall mean only those drawings specifically titled as such and listed in the Specifications or in any addendum. 16. "Project" shall mean the entire improvement to which this contract relates. 17. "Site" shall mean the area upon or in which the Contractor's operations are carried on, and such other areas adjacent thereto as may be - 55- designated as such by the Engineer. 18. "Specifications" shall mean all of the directions, requirements, and standards of performance applying to the work as hereinafter detailed and designated as such. . 19. "Subcontractor" shall mean any person, firm or corporation, other than employees of the Contractor, who or which contracts with the Contractor to furnish, or actually furnishes, labor, materials or labor and equipment at the site. 20. "Supervisor" shall mean the chief executive officer of the Town of Wappinger, New York. 21. "Surety" shall mean any person, firm or corporation that has executed as surety, and bond or bonds required to be executed by the Contractor as they relate to the provisions of the Contract. .: - - - .. - .. .. 22. "Town Attorney" (owner's attorney) shall mean the attorney for the Town Board, Town of Wappinger, New York as designated and duly appointed by that Board, directed or assigned by them to this contract, with the _ powers and duties established by the Town Board. 23. "The Work" shall mean everything expressly or implicitly required to be .. furnished and done by the Contractor under the contract and shall include both contract work and extra work. 24. Whenever they refer to the work or its performance, the words "directed", "required", "permitted", "ordered", "designated", "prescribed", and words of like import are used, they shall imply the direction, requirement, permission, order, designation or prescription of the Engineer and "approved", "acceptable", "satisfactory", "in the judgment of', and words of like import, shall mean approved by, or acceptable to, or satisfactory to, in the judgment of the Engineer. ARTICLE 2: ROLES AND RESPONSIBILITIES 2.1 THE CONTRACTOR A. The Contractor shall perform all of the work required, implied or reasonably inferable from this Contract including, but not limited to, the following: (1) Construction of the Project; (2) The furnishing of any required surety bonds and insurance; .. .. .. .. - .. .. - 56 - .. .. - - - - - - - - - - .. .. - .. - .. - - - (3) The provision or furnishing, and prompt payment therefore, of labor, supervision, services, materials, supplies, equipment, fixtures appliances, facilities, tools, transportation, storage, power, fuel, heat, light, cooling, or other utilities, required for construction and all necessary building permits and other permits required for the construction of the Project; (4) The creation and submission to the Owner of detailed and comprehensive as-built drawings depicting all as-built construction. Said as-built drawings shall be submitted to the Owner upon final completion of the Project and receipt of same by the Owner shall be a condition precedent to final payment to the Contractor. B. The Contractor acknowledges that the Owner does not guarantee that all pipes, ducts, utilities and other underground structures are shown on the plans, and that the information given is intended only as a guide to the Contractor. The Contractor shall not claim damages and shall not be entitled to payment because of any omission or faulty location on the plans of any pipes, ducts, utilities or other underground structures. C. The Contractor shall do all work and pay all costs of cutting, protecting, supporting, maintaining, relocating and restoring all surface, subsurface or overhead structures, and all other property, including pipes, conduits, ducts, tubes, chambers, and appurtenances, public or private, in the vicinity of the work (except such which by law, franchise, permit contract, consent or agreement the owner thereof is required to protect, support, maintain, relocate or restore), repairing the same if damaged and restoring to their original conditions all areas disturbed. He shall not claim or be entitled to any damages for delay or otherwise by reason of such required work, and he hereby assumes all risks in connection therewith. 2.2 THE OWNER A. The Owner, in addition to those matters expressly made subject to its determination, direction or approval in this contract, shall have the power: (1) To determine finally any and all questions in relation to this contract and its performance, which determination shall be final and conclusive upon the Contractor; (2) To modify or change this contract so as to require the performance of extra work, or the omission of contract work, or both, whenever it deems it in the public interest to do so; (3) To suspend the whole or any part of the work or terminate the entire - 57- project whenever, in its judgment, such suspension or termination is required (a) in the interest of the Owner generally, or (b) to coordinate the work of the various Contractors engaged in this project, or (c) to expedite the completion of the entire project even though the completion of this particular Contract may be thereby delayed, without compensation to the Contractor for such suspension other than extending the time for the completion of the work, as much as it may have been, in the opinion of the Engineer, delayed by such suspension; (4) If before the final completion of all the work contemplated herein, it shall be deemed necessary by the Owner to take over, use, occupy or operate any part of the completed or partly completed work, the Owner shall have the right to do so and the Contractor will not, in any way, interfere with or object to the use, occupation or operation of such work by the Owner after receipt of notice in writing from the Supervisor that such or part thereof will be used by the Owner on and after the date specified in such notice. 2.3 ENGINEER'S AUTHORITY A The Engineer, in addition to those matters elsewhere herein expressly made subject to his determination, direction or approval, shall have the power: (1 ) To inspect the performance of the work; (2) To determine the amount, kind, quality, sequence, and location of the work to be paid for hereunder; (3) To determine all questions in relation to the work, to interpret the drawings, specifications, and addenda; (4) To make minor changes in the work as he deems necessary, provided such changes do not result in a net increase in the cost to the Owner or to the Contractor of the work to be done under the contract; (5) To amplify the plans, add explanatory information and furnish additional specifications and drawings consistent with the intent of the contract documents. (6) To determine how the work of this contract shall be coordinated with the work of other contractors engaged simultaneously on this project, including the power to suspend any part of the work. (7) The foregoing enumeration shall not imply any limitation upon the power of the Engineer; for it is the intent of this contract that all of the work shall - 58- .. .. .. .. - - .. .. .. .. .. - - - .. .. - .. - - - - - be subject to his determination, approval, and supervision in accordance with the provisions of Education Law Section 7209(3). All orders of the Engineer requiring the Contractor to perform work as contract work shall be promptly obeyed by the Contractor. (8) The Engineer shall promptly make decisions relating to interpretation of the plans and specifications. - ARTICLE 3: INTERPRETATION OF CONTRACT DOCUMENTS 3.1 CONFLICTING PLANS AND SPECIFICATIONS - - - - - - - - B. .. C. - - - - - A. The Contractor shall have a continuing duty to read, examine, review, compare and contrast each of the documents which make up this Contract, shop drawings, and other submittals and shall give written notice to the Owner and the Engineer of any conflict, ambiguity, error or omission which the Contractor may find with respect to these documents before proceeding with the affected work. The express or implied approval by the Owner or the Engineer of any shop drawings or other submittals shall not relieve the Contractor of the continuing duties imposed hereby, nor shall any such approval be evidence of the Contractor's compliance with this Contract. The Owner has requested the Engineer to only prepare documents for the Project, including the plans and specifications for the Project, which are accurate, adequate, consistent, coordinated and sufficient for construction. HOWEVER, THE OWNER MAKES NO REPRESENTATION OR WARRANTY OF ANY NATURE WHATSOEVER TO THE CONTRACTOR CONCERNING SUCH DOCUMENTS. The Contractor again hereby acknowledges and represents that it has received, reviewed and carefully examined such documents, has found them to be complete, accurate, adequate, consistent, coordinated and sufficient for construction, and that the Contractor has not, does not, and will not rely upon any representations or warranties by the Owner concerning such documents, as no such representations or warranties have been or are hereby made. In the case of conflicting information within the plans and specifications as to the type of materials or workmanship to be provided, the Contractor agrees that he will accept the decision of the Engineer as to which was intended or which is in the best interest of the Owner. In the event that any provision in any of the following parts of this Contract conflicts with any provision in any other of the following parts, the provision in the part first enumerated below shall govern over any other part, which follows numerically, except as may be otherwise specifically stated. Said parts are the following: 1. General Conditions for Contract 2. Special Conditions for Contract 3. Technical Specifications - 59- 4. Contract Drawings 5. Addenda D. The Contractor shall verify field conditions, including measurements and other conditions, before the start of construction. Any errors, inconsistencies or omissions shall be brought to the Engineer's attention for resolution. 3.2 SHOP DRAWINGS - - .. .. A. Where the nature of the work of the Contract makes it necessary, or where so .. required by the Engineer, the Contractor shall submit scale and full size shop drawings of the work for review by the Engineer. The shop drawings shall be complete in every detail and show any and all other necessary information in .. accordance with usual trade practice as particularly required for any special purposes. B. The Contractor shall thoroughly check all shop drawings of the various trades for measurements, sizes of members, materials and details to make sure that they conform to the intent of the plans and specifications and for any and all other contract requirements. Drawings found to be inaccurate or otherwise in error shall be made correct. Shop drawings prepared by or under the direction of the Contractor shall be checked for accuracy and contract requirements by the Contractor before being forwarded to the Engineer. Shop drawings not so checked and noted will be returned to the Contractor without being examined by the Engineer. All measurements shall be verified at the building and/or structures. C. Shop drawings shall be either catalog cuts or drawings showing construction details. The details required will vary but should include dimensions, sizes, type of material, finish, fabrication notes, special care or handling requirements, supplier or vendor name, contract, item number, name of company supplying drawing, date, revision and other information to identify and evaluate the item described. D. The Engineer shall promptly review submitted shop drawings as an aid to the Contractor but review of drawings by the Engineer shall not relieve the Contractor of his responsibility for the proper performance of the work without additional cost to the Owner, whether or not the work was installed in accordance with drawings reviewed by the Engineer. Shop drawings will be reviewed for design and general arrangement only. E. Six (6) sets of shop drawings shall be submitted. Four (4) sets will be returned to the Contractor. One (1) set of shop drawings shall be submitted with the final as-built drawings. - 60- .. - .. .. .. ... .. .. .. .. ... iii ... - - 3.3 MATERIALS - A. All materials, equipment, and articles (products) incorporated into the permanent work, which will become the property of the Owner, shall be new unless specifically stated or shown otherwise in the contract documents. The word "new" shall not operate to exclude recycled raw materials used in the manufacture of previously unused, i.e. new, materials, equipment and articles (products) for this contract, provided that such items comply with all other contract requirements. - - - C. - - D. B. All materials, equipment, and articles (products) which are specified by brand name (i.e., manufacturer's or supplier's name or trade name and catalog or model number or name) shall be deemed to have the words "or equal" inserted in each instance. The intent is not to limit competition but to establish a standard of quality, which the Engineer has determined, is necessary. The Contractor may use any product equal to that named in the contract documents provided 1) that the Contractor has given timely notice of his intent (in accordance with the submittal and scheduling requirements of this contract) and 2) that the Engineer approves the proposed alternate. - - The Engineer may establish criteria for product approval and shall determine whether a proposed product is to be approved. - The Contractor shall have the burden of proving at his own cost and expense, to the satisfaction of the Engineer, that the proposed product is equal to that named in the contract documents. Items offered by some manufacturers or suppliers may require changes in the contract plans or drawings. The Contractor shall bear the cost and expense of preparing and providing detailed drawings showing all changes, if any, from details shown in the contract documents, for structures, pipes, seals, controls or other devices required to insure a complete, satisfactory and operating installation. - - E. Such detailed drawings shall be subject to the Engineer's approval as to conformance with the over-all project requirements. - F. The Contractor shall supply the product named 1) if the Engineer determines that the Contractor's proposed product is not equal to the product named in the contract documents or 2) if the Contractor fails to comply with the provisions of this article. The Contractor shall have and make no claim for the extension of time or for damages because 1) the Engineer requires a reasonable period of time to consider a product proposed by the Contractor or 2) because the Engineer does not approve the Contractor's proposed product. - - - G. Where optional materials or methods are specified, or where "or equal" submissions are approved, the Contractor shall make all adjustments necessary to accommodate the option he selects. - 61 - - 3.4 ROYALTIES AND PATENTS A. The Contractor shall pay all royalties and license fees and include the cost thereof in his bid. He shall defend all suits or claims for infringement of any patent rights and shall save harmless the Owner from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular design, process orthe product of a particular manufacturer is specified and the Contractor properly acquires all royalties and license fees at no additional cost to the Owner. ARTICLE 4: PERFORMANCE OF THE CONTRACT 4.1 RESPONSIBILITY FOR DAMAGE - - - ... ... ... A. The Contractor shall faithfully perform and complete all of the work required by the Contract, and has full responsibility for the following risks: _ (1) Loss or damage, direct or indirect, to the work including the building or structure in which the work is being performed, or any other construction in progress whether being performed by any other contractor or the Owner, or to any plant, equipment, tools, materials or property furnished, used, installed or received by the Engineer under this contract or any other contract. The Contractor shall bear all such risk of loss or damage, until all of the work covered by the Contract has been finally accepted. in the event of such loss or damage, the Contractor shall forthwith repair, replace, and make good any such loss or damage at the direction of the Engineer without additional cost to the Owner. (2) Injury to persons (including death resulting therefrom), or damage to property caused by an occurrence arising out of the performance of this Contract for which the Contractor may be legally liable under the laws of torts. (3) The Contractor shall not be responsible for damages resulting from willful acts of Town officials or employees or from negligence resulting solely from acts or omissions of the Town, its officers or employees. Nothing herein shall vest in third parties any right of action beyond such as may legally exist irrespective of this article. (4) The Contractor shall indemnify and save harmless the Owner, its officers, employees and agents, from suits, actions, damages, and costs of every name and description relating to the performance of this Contract during its prosecution and until the acceptance thereof, and the Owner may retain such moneys from the amount due the Contractor as may be necessary to satisfy any claim for damages recovered against the Owner. The Contractor's obligations under this paragraph shall not be deemed - 62- ... ... - ... - ... - ... .. .. lIIIil .. .. - waived by the failure of the Owner to retain the whole or any party of such moneys due the Contractor, nor shall such obligation be deemed limited or discharged by the enumeration or procurement of any insurance for liability for damages imposed by law upon the Contractor, subcontractor or the Owner. - - (5) The Contractor shall provide written notice to the Engineer within three (3) business days of any loss, damage or injury arising out of the Contractor's performance of the Contract. - - (6) No claim whatsoever shall be made by the Contractor against any officer, agent, or employee of the Town Board, Town of Wappinger, New York, for, on account of, or by reason of anything done, or omitted to be done, in connection with this contract. - 4.2 CLAIMS FOR DAMAGES BY CONTRACTOR - A. If the Contractor shall claim compensation for any damage sustained, other than for extra or disputed work by reason of any act or omission of the Owner, its agents or of any persons, he shall, within five (5) days after sustaining such damage, make and deliver to the Engineer a written statement of the nature of the damage sustained and of the basis of the claim against the Owner. If on or before the fifteenth of the month succeeding that in which any damage is alleged to have been sustained, the Contractor shall fail to make and deliver to the Engineer an itemized, verified statement of the details and amount of such damages claimed, it is hereby stipulated that all claims for such compensation shall be forfeited and invalidated and the Contractor shall not be entitled to payment on account of such claims. - - - .. 4.3 COORDINATION OF SEPARATE CONTRACTORS - B. - C. - A. The Owner may award other contracts related to the work. In that event, the Contractor shall coordinate his work with the work of other contractors. Each contractor shall control and coordinate the work of his subcontractors, if any. Any issues regarding coordination shall be addressed in writing to the Engineer for prompt resolution. - If any part of the work depends, for proper execution or results, upon the work of any other contractor, the Contractor shall inspect and promptly report in writing to the Engineer any defects in such work. The Contractor shall indemnify the Owner for damages recovered against the Owner by another contractor to the extent that any such claim or judgment is the proximate result of the Contractor's failure to progress the work in accordance with Contract requirements. - - - 63- - .. 4.4 CONTRACTOR'S SUPERVISION ... A. The Contractor shall designate in writing a competent supervisor for the work to represent the Contractor at the site at all times with authority to act for him and who can communicate effectively with the Owner's representative. All directions given the contractor's representative shall be as binding as if given to the Contractor. The work may be suspended by the Engineer in whole or in part, if the contractor has no such representative on site. The representative shall keep on site copies of the plans and specifications and shall have full authority to supply material and labor as required. ... ... .. 4.5 PERMITS AND COMPLIANCE A. The Contractor shall obtain, maintain and pay for all permits and licenses legally required and shall give all notices, pay all fees and comply with all laws, rules and regulations applicable to the work at no additional cost to the Owner. ... ... 4.6 BOUNDARIES ... A. The Contractor and all subcontractors shall confine their equipment, apparatus, and the storage of materials and supplies of his workmen to limits indicated by law, ordinance, permits or directions of the Engineer. The Contractor shall be responsible for setting all grades, elevations, and horizontal and vertical alignment required to layout all work called for on the plans and drawings. ... - 4.7 REFUSE AND DEBRIS A. The Contractor shall at all times keep the refuse and debris at the job site to a minimum, and at the completion of the contract shall remove all debris, waste and rubbish, tools, equipment, surplus supplies and materials, temporary structures, etc, and leave all areas raked, topsoiled, seeded and mulched. ... ... 4.8 SUBCONTRACTORS AND SUPPLIERS ... A. The Contractor's use of subcontractors and suppliers shall not diminish the Contractor's obligations to complete the work in accordance with the Contract. The Contractor shall control and coordinate the work of his subcontractors. ... B. The Contractor shall be responsible for informing his subcontractors and suppliers of all the terms, conditions, and requirements of the contract documents and also for requiring subcontractors to comply with Labor Law 220-A (1). In making payment to his subcontractors, the Contractor shall comply with the provisions of New York State General Municipal Law ~ 106.b. Nothing contained in this Contract shall create any contractual relationship between any subcontractor and the Owner. - ... ... - 64- .. ... - - 4.9 CONTRACTOR'S WORK REQUIREMENTS - A. The Contractor shall do all the work and furnish at his own cost and expense, all labor, supervision, machinery, equipment, facilities, tools, transportation, supplies, materials, insurances, permits, certificates, tests, guarantees, protection of equipment and property and life during construction, and all other things whether or not explicitly shown or mentioned, necessary and proper for or incidental to the completion of a workmanlike job, complete in every respect and detail, left ready and in perfect condition for the Owner's use. .. - - B. All work performed under this contract shall be according to the highest standards of the trades involved, and shall conform to the requirements of any utilities, and any and all Federal, State and local laws, codes, ordinances and statues as may be in effect at the time of the bid advertisement. - C. This shall not be construed as relieving the Contractor from complying with any of the requirements of the plans and specifications, which may be in excess of the requirements mentioned herein. .. ARTICLE 5: CHANGE IN THE WORK - 5.1 PROCEDURE - A. One or more changes to the work within the general scope of this Contract may be ordered by Change Order. The Contractor shall proceed with any such changes, and same shall be accomplished in strict accordance with the following terms and conditions: - .. (1) Change Order shall mean a written order to the Contractor executed by the Owner and the Engineer after execution of this Contract, directing a change in the work and may include a change in the Contract Price or the time for the Contractor's performance, or any combination thereof: .- - (2) If the Contractor encounters a situation or work for which he believes he is entitled to a change order, he shall give the Engineer or inspector notice by telephone or in person within one business day and shall await instructions before proceeding. .. (3) Any change in the Contract Price resulting from a Change Order shall be determined as follows: - (a) By mutual agreement between the Owner and the Contractor as evidenced by (a) the change in the Contract Price being set forth in the Change Order, (b) such change in the Contract Price, together with any conditions or requirements relating thereto, being initialed by both parties and (c) the Contractor's execution of the Change - - - 65- - Order: or, (b) If no mutual agreement occurs between the Owner and the Contractor, the change in the Contract Price, if any, shall be derived by determining the reasonable actual costs incurred or savings achieved, resulting from revisions in the work. Such reasonable actual costs or savings shall include a component for direct job site overhead and profit but shall not include home-office overhead or other indirect costs or components. Any such costs or savings shall be documented in the format and with such content and detail as the Owner or the Engineer requires. (4) The execution of a Change Order by the Contractor shall constitute conclusive evidence of the Contractor's agreement to the ordered changes in the work, this Contract as thus amended, the Contract Price and the time for performance by the Contractor. The Contractor, by executing the Change Order, waives and forever releases any claim against the Owner for additional time or compensation for matters relating to or arising out of or resulting from the work included within or affected by the executed Change Order. (5) The Contractor shall notify and obtain the consent and approval of the Contractor's surety with reference to all Change Orders if such notice, consent or approvals are required by the Owner, the Engineer, and the Contractor's surety or by law. The Contractor's execution of the Change Order shall constitute the Contractor's warranty to the Owner that the surety has been notified of, and consents to, such Change Order and the surety shall be conclusively deemed to have been notified of such Change Order and to have expressly consented thereto. 5.2 PAYMENT FOR CHANGE ORDERS A. The value of a change order shall be determined by one of the following methods. (1) By lump sum or unit prices negotiated or established based on estimated cost plus fifteen percent (15%) as compensation for all other items of profit and cost or expense, including administration, overhead, superintendent, materials used in temporary structures and allowances made by the Contractor to the subcontractors. (2) If no unit prices are set forth and if the parties cannot agree upon a lump sum, then by the actual and reasonable net cost in money to the Contractor of the materials and of the wages of applied labor required for such extra work (including net premium for workers' compensation insurance, contributions pursuant to the State Unemployment Insurance - 66- .. .. .. .. oil .. .. .. .. .. .. .. .. ..... - .. .. .. .. - - Law, and withholding taxes pursuant to the Federal Social Security Act) , plus fifteen percent (15%) as compensation for all other items of profit and cost or expense, including administration, overhead, superintendent, materials used in temporary structures and allowances made by the Contractor to the subcontractors. - - (3) By prices specifically named in the specifications or on the Bid Form. - (4) By estimate of the value as can be determined from the approved detailed estimate. - B. The Contractor shall, upon request, furnish satisfactory proof of all labor performed, materials furnished and equipment used in the performance of extra work. .. ARTICLE 6: TIME OF COMMENCEMENT. COMPLETION AND TERMINATION FOR CAUSE - 6.1 TIME OF COMMENCEMENT AND COMPLETION - (A) The Contractor must commence work on the day specified therefore in a Notice to Proceed signed by the Owner. Since TIME IS OF THE ESSENCE in this Contract, the Contractor shall thereafter prosecute the work diligently, using such means and methods of construction as will assure its full completion in accordance with the requirements of the Contract Documents not later than the specified date or time limit therefore, or on the date to which the time for completion may be extended. - - .. (B) Unless the date for completion is extended pursuant to the provisions of paragraph 6.2 below, the Contractor shall complete the work within the time allotted as stated in the Contract Agreement. The Engineer shall be the sole judge as to whether the work hereunder has been completed within the time stipulated. - .. 6.2 EXTENSION OF TIME - A. It is mutually agreed that no extension beyond the date of completion fixed by the terms of the contract shall be effective unless consented to in writing by the Engineer. An application by the Contractor for extension of time must be in writing, setting forth in detail the reasons and causes of delay and the date upon which each such cause of delay began and ended, and must be submitted to the Engineer within five (5) days after the start of the alleged delay. If the Engineer should determine that the delay was not due to any act or omission on the part of the Contractor or was due to causes beyond the control of the Contractor, the Contractor shall be entitled to an extension of - - - - 67- - time equal to the number of days actually delayed if such extension shall be required. If, however, the Engineer should determine that the delay was caused directly or indirectly by the act or conduct of the Contractor or any of his subcontractors or suppliers, the Engineer may refuse to grant an extension of time and direct the Contractor to re-arrange his progress schedule so as to complete the work within the time set forth in the contract. B. If the Owner deems it advisable and expedient to have the Contractor complete and finish the work after the expiration of the contract date of completion, and in order that the Owner's fiscal officer may be permitted to make payment to the Contractor for work performed beyond the completion date, the Owner will grant an extension of time necessary to complete the work, conditional upon the assessment and deduction of liquidated damages from the moneys which may become due hereunder. C. In the event of delay for cause, the Contractor's sole remedy shall be the extension of time granted as hereinabove provided, and the Contractor shall have no right to, or cause of, action for damages or additional costs resulting from any such delay. D. Time necessary for review by the Engineer of shop drawings and delays incurred by normal seasonal and weather conditions should be anticipated and are neither compensatory nor eligible for extensions of time. 6.3 LIQUIDATED DAMAGES UPON FAILURE TO COMPLETE A. In the event of a material breach of this Contract by Contractor as determined in accordance with the provisions of Division 300, Contract, paragraph 3 herein, Contractor hereby agrees to pay as liquidated damages the sum of $250.00 for each day beyond the time specified herein during which the work is not complete. Contractor and Owner agree that it is impossible to determine with reasonable accuracy the precise amount of damage to the Town upon Contractor's failure to complete the project as specified herein. Contractor and Town further agree that the damages set forth above are reasonable and in no way can be construed as a penalty or other punitive measure, based upon the facts and circumstances of the parties at the time of entering the Contract and with due regard to future expectations. B. The amount stated in the Contract is hereby stipulated as the liquidated damages for each and every calendar day that the time consumed in completing the work exceeds the time allowed therefore. This amount shall in no event be considered as a penalty or otherwise than as the liquidated and adjusted damages of the Owner because of the said delay and Contractor agrees that the said sum per day for each such day shall be deducted and retained out of the monies which may become due hereunder. - 68- .. .. .. .. .. .. .. .. .. .. - .. .. - .. - .. .. - - _ 6.4 TERMINATION BY THE OWNER The owner may terminate this Contract in accordance with the following terms and - conditions: - A. TERMINATION FOR CONVENIENCE - - - - - - - - - - - - - - - 1. The Owner may, for any reason whatsoever, terminate performance under this Contract by the Contractor for convenience. The Owner shall give written notice of such termination to the Contractor specifying when termination becomes effective. The Contractor shall incur no further obligations in connection with the work and the Contractor shall stop work when such termination becomes effective. The Contractor shall also terminate outstanding orders and subcontracts. The Contractor shall settle the liabilities and claims arising out of the termination of subcontracts and orders. The Owner may direct the Contractor to assign the Contractor's right, Title and interest under termination orders or subcontracts to the Owner or its designee. The Contractor shall transfer title and deliver to the Owner such completed or partially completed work and materials, equipment, parts, fixtures, information and Contract rights as the Contractor has. When terminated for convenience, the Contractor shall be compensated as follows: 2. The Contractor shall submit a termination claim to the Owner and the Engineer specifying the amounts due because of the termination for convenience together with costs, pricing or other data required by the Owner or the Engineer. If the Contractor fails to file a termination claim within one (1) year from the effective date of termination, the Owner shall pay the Contractor, an amount derived in accordance with Subparagraph (3) below; 3. The Owner and the Contractor may agree to the compensation, if any, due to the Contractor hereunder; 4. Absent agreement to the amount due to the Contractor, the Owner shall pay the Contractor the following amounts; (a) Contract prices for labor, materials, equipment and other services accepted under this Contract; (b) Reasonable costs incurred in preparing to perform and in performing the terminated portion of the work, and in terminating the Contractor's performance, plus a fair and reasonable allowance for direct job site overhead and profit thereon (such profit shall not include anticipated profit or - 69- ... consequential damages); provided however, that if it appears that the Contractor would have not profited or would have sustained a loss if the entire Contract would have been completed, no profit shall be allowed or included and the amount of compensation shall be reduced to reflect the anticipated rate of loss, if any; - ... (c) Reasonable costs of settling and paying claims arising out of the termination of subcontractors or orders pursuant to this section. These costs shall not include amounts paid in accordance with other provisions hereof. ... ... 5. The total sum to be paid the Contractor under this Section shall not exceed the total Contract Price, as properly adjusted, reduced by the amount of payments otherwise made, and shall in no event include duplication of payment. ... - B. TERMINATION FOR CAUSE 1. ... If the Contractor does not perform the work, or any part thereof, in a timely manner, supply adequate labor, supervisory personnel or proper equipment or materials, or if it fails to timely discharge its obligations for labor, equipment and materials, or proceeds to disobey applicable law, or otherwise commits a violation of a material provision of this Contract, then the Owner, in addition to any other rights it may have against the Contractor or others, may terminate the performance of the Contractor and assume possession of the Project site and of all materials and equipment at the site and may complete the work. In such case, the Contractor shall not be paid further until the work is complete. After final completion has been achieved, if any portion of the Contract Price, as if may be modified hereunder, remains after the cost to the Owner of completing the work, including all costs and expenses of every nature incurred, has been deducted by the Owner, such remainder shall belong to the Contractor. Otherwise, the Contractor shall pay and make whole the Owner for such cost. This obligation for payment shall survive the termination of the Contract. In the event the employment of the Contractor is terminated by the Owner for cause pursuant to this Subparagraph and it is subsequently determined by a Court of competent jurisdiction that such termination was without cause, such termination shall thereupon be deemed a Termination for Convenience under Section 6.4.1 and the provisions of Section 6.4.1 shall apply. .. ... - ... ... ... ... .. ... - 70 - .. - - _ 6.5 CEASE AND DESIST ORDER A. - - - - - - In the event the Contractor fails or refuses to perform the work as required herein, the Owner may instruct the Contractor to cease and desist from performing further work in whole or in part. Upon receipt of such instruction, the Contractor shall immediately cease and desist as instructed by the Owner and shall not proceed further until the cause for the Owner's Instructions has been corrected, no longer exists, or the Owner instructs that the work may resume. In the event the Owner issues such instructions to cease and desist, and in the further event that the Contractor fails and refuses within seven (7) days of receipt of same to provide adequate assurance to the Owner that the cause of such instructions will be eliminated or corrected, then the Owner shall have the right, but not the obligation, to carry out the work with its own forces, or with the forces of another contractor, and the Contractor shall be fully responsible and liable for the costs of performing such work by the Owner. The rights set forth herein are in addition to, and without prejudice to, any other rights or remedies the Owner may have against the Contractor. 6.6 SUSPENSION OF WORK - - - - A. The Engineer may order the Contractor in writing to suspend, delay, or interrupt performance of all or any part of the work for a reasonable period of time as he, in his sole discretion, may determine. The order shall contain the reason or reasons for issuance which may include but shall not be limited to the following: latent field conditions, substantial program revisions, civil unrest, acts of God, and failure to have a supervisor on site. B. Upon receipt of a suspension order, the Contractor shall, as soon as practicable, cease performance of the work as ordered and take immediate affirmative measures to protect such work from loss or damage. - 6. 7 TERMINATION BY THE CONTRACTOR - - - - - - A. If the Owner repeatedly fails to perform its material obligations to the Contractor for a period of thirty (30) days after receiving written notice from the Contractor of its intent to terminate hereunder, the contractor may terminate performance under this Contract by written notice to the Owner and the Engineer. In such event, the Contractor shall be entitled to recover from the Owner as though the Owner had terminated the Contractor's performance under this Contract for convenience pursuant to Subparagraph 6.4.1 hereunder. - 71 - ... ARTICLE 7: INSPECTION AND ACCEPTANCE ... 7.1 INSPECTION A. The Engineer or the Owner's representative will inspect and test the work at reasonable times at the site, unless the Engineer determines to make an inspection or test at the place of production, manufacture or shipment. Such inspection or test shall be conclusive as to whether the material and workmanship inspected or tested conforms to the requirements of the Contract. Such inspection or test shall not relieve the Contractor of responsibility for damages to or loss of the material prior to acceptance, nor in any way affect the continuing rights of the Engineer to reject the completed work. - ... ... ... 7.2 CONTRACTOR'S OBLIGATION TO CORRECT DEFECTIVE WORK .. A. The Contractor shall, without charge, promptly correct any work which the Engineer finds does not conform to the contract documents, unless in the public interest the Owner consents to accept such work with an appropriate .. adjustment in the Contract sum. The Contractor shall promptly remove rejected material from the premises. .. B. If the Contractor does not promptly correct rejected work including the work of other contractors destroyed or damaged by removal, replacement, or correction, the Owner may (1) correct such work and charge the cost thereof ... to the Contractor; or (2) terminate the Contract in accordance with the section on termination in the General Conditions. - C. The Contractor shall furnish promptly and without additional charge all facilities, labor, and material reasonably needed to perform in a safe and convenient manner such inspections and tests as the Engineer requires. - D. The Contractor shall promptly correct work rejected by the Engineer or failing to conform to the requirements of the contract documents, whether observed - before or after substantial completion and whether or not fabricated, installed or completed. The Contractor shall bear costs of correcting such rejected .. work, including additional testing and inspections and compensation for the Engineer's services and expenses made necessary thereby. .. 7.3 PROGRESS REPORTS A. The Contractor shall keep the Engineer informed of the progress of his work and particularly when he intends to cover work not yet inspected or tested. When the work is not progressed continuously, except for weekends and holidays, the Contractor shall notify the Engineer again each time before resuming work. Twenty-four hours notice shall be given. All inspection and .. .. - 72- .. - - .. - tests by the Engineer shall be performed in a manner not to unreasonably delay the work. The Contractor shall be charged with any additional cost of inspection when the work is not ready for inspection by the Engineer at the time stated by the Contractor or agreed to by the Engineer and Contractor. 7.4 INSPECTION PRIOR TO ACCEPTANCE - A. - - - - - - .. .. At the Owner's request, the Engineer may determine at any time before acceptance of the entire work to examine work already completed by removing, uncovering or testing the same. The Contractor shall, on request, promptly furnish all necessary facilities, labor, and materials to conduct such inspection, examination or test. If such work is found to be defective or nonconforming in any material respect, the Contractor shall defray all the expenses of such examination and satisfactory reconstruction. If the work is found to meet the requirements of the contract documents, the Owner shall compensate the Contractor for the additional services involved in such examination and reconstruction and if completion of the work has been delayed thereby, he shall, in addition, grant the Contractor a suitable extension of time. If the Contractor covers his work prior to allowing inspections and tests by the Engineer, the Contractor shall promptly uncover and make ready all such areas for inspections and tests, and the Contractor shall be liable for and charged with any and all additional associated costs. B. No previous inspection or certificates of payment or final payment shall relieve the Contractor from the obligation to perform the work in accordance with the Contract Documents. In the event that the Contractor has in any way failed to comply with the Contract Documents, the final payment shall not act to relieve the Contractor of his responsibility to comply with the Contract Documents. ARTICLE 8: PAYMENTS - 8.1 - - .. PAYMENT A. For the Contractor's complete performance of the work, the Owner will pay, and the Contractor agrees to accept subject to the terms and conditions hereof, the total of the lump sum prices and the unit prices at which this Contract was awarded, plus the amount required to be paid for any extra work ordered by the Engineer under Article 5, less credit for any work omitted pursuant to Article 5, and less liquidated changes and any other charge backs permitted in this contract. 8.2 PROGRESS PAYMENTS - - - A. Within ten (10) calendar days of the effective date hereof, the Contractor shall prepare and present to the Owner and the Engineer the Contractor's - 73- - Schedule of Values apportioning the Contract Price among the different elements of the Projects for purposes of periodic and final payment. The Contractor's Schedule of Values shall be presented in whatever format, with such detail, and backed up with whatever supporting information the Engineer or the Owner request. The Contractor shall not imbalance it's Schedule of Values nor artificially inflate any element thereof. The violation of this provision by the Contractor shall constitute a material breach of this Contract. The Contractor's Schedule of Values will be utilized for the Contractor's Payment Requests but shall only be so utilized after it has been acknowledged in writing by the Engineer and the Owner; .. .. .. - B. The Owner shall pay the Contract Price to the Contractor in accordance with the procedures set forth in this Paragraph. On or before the first business day of each month after commencement of performance, but no more frequently than once monthly, the Contractor may submit a Payment Request for the period ending the last day of the previous month. Said Payment Request shall be in such format and include whatever supporting information as may be required by the Engineer, the Owner, or both. Therein, the Contractor may request payment of ninety-five percent (95%) of that part of the Contract Price allocable to Contract requirements properly provided, labor, materials and equipment properly incorporated in the Project, and materials or equipment necessary for the Project and properly stored at the Project site, (or elsewhere if offsite storage is approved in writing by the Owner) less the total amount of previous payments received from the Owner. Any payment on account of stored materials or equipment will be subject to the Contractor providing written proof that the Owner has title to such materials or equipment and that they are fully insured against loss or damage. Each such Payment Request shall be signed by the Contractor and shall constitute the Contractor's representation that the quantity of work has reached the level for which payment is requested, that the Contractor has used previously paid funds to pay subcontractors, laborers, and material and equipment supplies, that the work has been properly installed or performed in strict compliance with this Contract, and that the Contractor knows of no reason why payment should not be made as requested. Thereafter, the Engineer shall review the Payment Request and may also review the work at the Project site or elsewhere to determine whether the quantity and quality of the work is as represented in the Payment Request and is as required by this Contract. The Engineer shall approve in writing the amount, which, in the opinion of the Engineer, is properly owing to the Contractor. The Owner shall make payment to the Contractor within thirty (30) days, excluding legal holidays, of receipt of the requisition unless such requisition is not approvable in accordance with the terms of the Contract. The amount to each such payment shall be the amount approved for payment by the Engineer less such amounts, if any, otherwise owing by the Contractor to the Owner or which the Owner shall have the right to withhold as authorized by this Contract. The Engineer's approval of the .. - .. .. .. .. - ... .. - - .. - 74- ... .. - - - - - - - - - - - - - .. .. .. - - - Contractor's Payment Requests shall not preclude the Owner from the exercise of any of its rights as set forth in Subparagraph (c) herein below. The submission by the Contractor of a Payment Request also constitutes an affirmative representation and warranty that all work for which the Owner has previously paid is free and clear of any lien, claim, or other encumbrance of any person whatsoever. As a condition precedent to payment, the Contractor shall, if required by the Owner, also furnish to the Owner properly executed waivers of lien, in a form acceptable to the Owner, from all subcontractors, materialmen, suppliers or others having lien rights, wherein said subcontractors, materialmen, suppliers or others having lien rights, shall acknowledge receipt of all sums due pursuant to all prior Payment Requests and waive and relinquish any liens, lien rights or other claims relating to the Project site. Furthermore, the Contractor warrants and represents that, upon payment of the Payment Request submitted, title to all work included in such payment shall be vested in the Owner; C. When payment is received from the Owner, the Contractor shall within fifteen (15) days pay all subcontractors, materialmen, laborers, and suppliers the amounts they are due for the work covered by such payment pursuant to the applicable provisions of General Municipal Law Section 106-b. However, nothing herein shall create any obligation on the part of the public Owner to payor to see to the payment of any monies to any subcontractor or materialmen from any contractor, nor shall anything provided herein serve to create any relationship in contract or otherwise, implied or expressed, between the subcontractor or materialmen and the public owner. D. Neither payment to the Contractor, utilization of the Project for any purpose by the Owner, nor any other act or omission by the Owner shall be interpreted or construed as an acceptance of any work of the Contractor not strictly in compliance with this Contract. E. The Owner shall have the right to refuse to make payment and, if necessary, may demand the return of a portion or the entire amount previously paid to the Contractor due to: (1 ) The quality of a portion, or all, of the Contractor's work not being in accordance with the requirements of this Contract; (2) The quantity of the Contractor's work not being as represented in the Contractor's Payment Request, or otherwise; (3) The Contractor's rate of progress being such that, in the Owner's opinion, substantial or final completion, or both, may be inexcusably delayed; (4) The Contractor's failure to use Contract funds, previously paid the - 75- - Contractor by the Owner, to pay Contractor's Project-related obligations including, but not limited to, subcontractors, laborers and material and equipment suppliers; Claims made, or likely to be made against the Owner or its property; - (5) - (6) Loss caused by the Contractor; (7) The Contractor's failure or refusal to perform any of its obligations to the Owner. - F. In the event that the Owner makes written demand upon the Contractor for amount previously paid by the Owner as contemplated in this Subparagraph, the Contractor shall promptly comply with such demand; .. - G. Payments shall be made pursuant to the provisions of General Municipal Law Section 106-b, including interest payments as required by that section. - 8.3 SUBSTANTIAL COMPLETION .. A. When Substantial Completion has been achieved, the Contractor shall notify the Owner and the Engineer in writing and shall furnish to the Engineer a III listing of those matters yet to be finished. The Engineer will thereupon conduct an inspection to confirm that the work is in fact substantially complete. Upon its confirmation that the Contractor's work is substantially - complete, the Engineer will so notify the Owner and Contractor in writing and will therein set forth the date of Substantial Completion. If the Engineer, through its inspection, fails to find that the Contractor's work is substantially - complete, and is required to repeat all, or any portion, of its Substantial Completion inspection, the Contractor shall bear the cost of such repeat inspection(s) which cost may be deducted by the Owner from any payment .... then or thereafter due to the Contractor. Guarantees and equipment warranties required by this Contract shall commence on the date of Substantial Completion. Upon Substantial Completion, the Owner shall pay - the Contractor an amount sufficient to increase total payments to the Contractor to one hundred percent (100%) of the Contract Price less any amounts attributable to liquidated damages, together with two hundred - percent (200%) of the reasonable costs as determined by the Engineer for completing all incomplete work, correcting and bringing into conformance all defective and nonconforming work and any amounts necessary to satisfy any - claims, liens, or judgments pertaining to the project against the Contractor which have not been suitably discharged. ... B. The Certificate of Substantial Completion may also assign responsibilities for security, maintenance, damage to the work, insurance, etc. The Certificate shall fix the time within which the Contractor shall complete all items listed as - being incomplete or otherwise not ready for final acceptance. - 76- .. ... - - - - C. As the remaining items work (as identified in the Engineer's Certificate of Substantial Completion) are satisfactorily completed or corrected, the Contractor may prepare a request for payment, but not more often than monthly, for any such work. The Owner shall pay as in paragraph 8.2.a. above. 8.4 FINAL PAYMENT - - - - - - - .. - - - - - - - A. When the Project is finally complete and the Contractor is ready for a final inspection, it shall notify the Owner and the Engineer thereof in writing. Thereupon, the Engineer will perform a final inspection of the Project. If the Engineer confirms that the Project is complete in full accordance with this Contract and that the Contractor has performed all of its obligations to the Owner hereunder, the Engineer will furnish a final Approval for Payment to the Owner certifying to the Owner that the Project is complete and the Contractor is entitled to the remainder of the unpaid Contract Price, less any amount withheld pursuant to this Contract. If the Engineer is unable to issue its final Approval for Payment and is required to repeat its final inspection of the Project, the Contractor shall bear the cost of such repeat inspection(s), which costs may be deducted by the Owner from the Contractor's final payment; B. Prior to being entitled to receive final payment and as a condition precedent thereto, the Contractor shall furnish the Owner, in the form and manner required by Owner, if any, with a copy to the Engineer: (1 ) An affidavit that all of the Contractor's obligations to subcontractor, laborers, equipment or material suppliers, or other third parties in connections with the Project, have been paid or otherwise satisfied; (2) If required by the Owner, separate releases of lien of lien waivers from each subcontractor, lower tier subcontractor, laborer, supplier or other person or entity who has, or might have a claim against the Owner or the Owner's property; (3) If applicable, consent(s) of surety to final payment; (4) All product warranties, operating manuals, instruction manuals and other record documents, drawings and things customarily required of the Contractor, or expressly required herein, as a part of or prior to Project closeout; (5) No final payment shall be made until the contractor files every verified statement required to be obtained by the Contractor from its subcontractors pursuant to Labor Law 220-a (1), attesting that - 77- subcontractors have received and reviewed the schedule of wages and supplements, which statement shall also contain information on the amounts due and owing for wages and supplements from the Contractor, and also from subcontractors, all in accordance with the provisions of Labor Law section 220-a (2). (6) The as-built drawings referred to in Article 2.1 (D). C. The Owner shall, subject to its rights set forth in Subparagraph 8.3 above, make final payment of all sums due the Contractor within ten (10) days of the Engineer's execution of a final Approval for Payment. However, no final payment will be subject to such corrections as may be found necessary to bring the total payments into agreement with the contract price. D. Additionally, if the Contractor fails to achieve final completion within 30 days of the date of Substantial Completion, the Contractor shall pay the Owner the sum of two hundred and Fifty Dollars ($250) per day for each and every calendar day of unexcused delay in achieving final completion beyond the date set forth herein for final completion of the work. Any sums due and payable hereunder by the Contractor shall be payable, not as a penalty, but as liquidated damages representing an estimate of delay damages likely to be sustained by the Owner, estimated at or before the time of executing this Contract. When the Owner reasonably believes that final completion will be inexcusably delayed, the Owner shall be entitled, but not required, to withhold from any amounts otherwise due the Contractor an amount then believed by the Owner to be adequate to recover liquidated damages applicable to such delays. If and when the Contractor overcomes the delay in achieving final completion, or any part thereof, for which the Owner has withheld payment, the Owner shall promptly release to the Contractor those funds withheld, but no longer applicable, as liquidated damages. 8.5 ACCEPTANCE OF FINAL PAYMENT A. The acceptance by the Contractor or by anyone claiming by or through him of the final payment shall operate as and shall be a release to the Owner and every officer and agent thereof, from any and all claims and all liability to the Contractor for anything done or furnished in connection with this work or project and for any act or neglect of the Owner or of any others relating to or affecting the work. No payment, however, final or otherwise shall operate to release the Contractor or his sureties from any obligations under this contract or the performance bond. 8.6 CONTRACT QUANTITIES A. The quantities actually required to complete the contract work may be less or - 78- - - ... ... .. - ... - .. .. - .... - - - ... .. .. .. - _ more than estimated, and, if so, no action for damages or for loss of profits shall accrue to the Contractor by reason thereof. For unit price contracts, a change order may be prepared to bring the actual and estimated quantities _ and values into agreement. - 8.7 MAINTENANCE AND GUARANTEE A. - - - - - The Contractor shall remedy all defects, paying the cost of any damage to other work resulting therefrom, which shall appear within a period of one year from the date of completion as evidenced by the Owner's Certificate of Completion. The Contractor shall, for this period, indemnify and hold harmless the Owner, its officers, and agents from any injury done to property or persons as direct or alleged result of imperfections in his work or any other claims, actions or proceedings and the Contractor shall immediately assume and take charge of the defense of such action or suits in like manner and to all intents and purposes as if said actions and suits had been brought directly against the Contractor. B. A Maintenance Bond, in a form acceptable to the Owner, shall be provided by the Contractor for a period of one (1) year from the "Notice of Completion" . 8.8 NO ESTOPPEL - - - - - - - - - - A. The Owner or any department, officer, agent, or employee thereof, shall not be bound, precluded, or estopped by any acceptance, return certificate or payment made or given under or in connection with this Contract by the Owner, at any time, either before or after final completion and acceptance of the work and payment therefore: 1. showing the true and correct classification amount, quality or character of the work done and materials furnished by the Contractor or any other person under this agreement, or from showing at any time that any such acceptance, return certificate or payment is untrue, incorrect, or improperly made in any particular, or that the work or any part thereof does not in fact conform to the requirements of the contract documents, or 2. from demanding and recovering from the Contractor any overpayments made to him or such damages as it may sustain by reason of his failure to comply with the requirements of the contract documents, or 3. both 8.8.A.1 and 8.8.A.2 above. - 79- ... ARTICLE 9: BONDS AND INSURANCE - 9.1 CONTRACT SECURITY A. If at any time the Owner shall have become dissatisfied with any surety or sureties then upon the performance bond or if for any other reason such bond shall cease to be adequate security for the Owner, the Contractor shall, within five (5) days after notice from the Owner's attorney to do so, substitute an acceptable bond in such form and amount and signed by such other surety as may be satisfactory to the Owner's attorney. The premiums on all bonds shall be paid by the Contractor. No further payments shall be deemed due nor shall be made until the new surety shall have been qualified. .. .. .. - 9.2 INSURANCE A. Contractor shall secure and maintain during the life of this contract, including any guarantee period, the following insurance: .. B. COMMERCIAL GENERAL LIABILITY INSURANCE .. 1. Bodily Injury and Property Damage $1,000,000 per/occurrence $2,000.000 aggregate ... 2. Products and Completed Operations Medical Payments $2,000,000 $5,000 .. 3. Coverages to include but not limited to: - (a.) Blanket contractual (b.) Broad Form Property damage (c.) Fire Legal Liability - 4. Conditions: - (a.) Owner to be listed as additional named insured on a primary, non-contributory basis. (b.) Insurance to be provided by Carrier with a rating no less than "A" as rated by A. M. Best. Co. (c.) All Liability insurance is to be issued on an occurrence basis. .. .. C. AUTOMOBILE LIABILITY INSURANCE D. 1. Combined single limit $500,000 .. WORKERS COMPENSATION INSURANCE .. - 80- - - .. - - 1. 2. Limits Employers Liability Statutory $1,000,000 - E. EXCESS LIABILITY INSURANCE - F. - 1. Limit $5,000,000 A Certificate of Insurance shall be delivered to the Town at the time of Contract signing and prior to the commencement of the work, evidence that such insurance is in place and in full force and effect. ARTICLE 10: MISCELLANEOUS PROVISIONS - 10.1 COMPLIANCE WITH CODES AND LAWS A. All work performed under this contract shall be according to the highest - standards of the trades involved, and shall conform to the requirements of any utilities, and any and all federal, State and local laws, codes, ordinances - and statutes as may be in effect at the time of bid opening. B. This shall not be construed as relieving the Contractor from complying with .... any of the requirements of the plans and specifications, which may be in excess of the requirements mentioned herein. - C. The organization or arrangement of the plans and specifications shall not operate to define or establish the work to be performed by any trade or subcontractor. - 10.2 SERVICE OF NOTICES - - - ... - - - A. The Contractor hereby designates the business address specified in his bid as the place where all notices, directions or other communications to the Contractor may be delivered, or to which they may be mailed. Actual delivery of any such notice, direction or communication to the aforesaid place, or depositing it in a postpaid wrapper addressed thereto in any post- office box regularly maintained by the United States Postal Service, shall be conclusively deemed to be sufficient service thereof upon the Contractor as of the date of such delivery or deposit. B. Such address may be changed at any time by an instrument in writing executed and acknowledged by the Contractor and delivered to and receipted for in writing by the Engineer. C. Nothing herein contained shall, however, be deemed to preclude or render - 81 - - inoperative the service of any notice, direction or other communication upon 11M the Contractor personally, or, if the Contractor be a corporation, upon any officer or director thereof. 10.3 LABOR STANDARDS A. The Contractor and its subcontractors shall comply with all local, State and federal rules, including, but not limited to the Occupational Safety and Health Act of 1970, the Contract Work Hours and Safety Standards Act, and the New York State Labor Law including, but not limited to, the provisions regarding hours of work, posting of notices, deductions in wages, apprenticeship training programs, and maintenance of original payrolls. 10.4 RECORD-KEEPING REQUIREMENT A. The Contractor shall establish and maintain complete and accurate books, records, payroll records, documents, accounts and other evidence directly pertinent to performance under this contract for a period of six (6) years following final payment or the termination of this contract, whichever is later, and any extensions thereto. The Engineer or any other person or entity authorized to conduct an examination, as well as the agency or agencies involved in this contract, shall have access to such books, records, documents, accounts and other evidential material during the contract term, extensions thereof and said six (6) year period thereafter for the purposes of inspection, auditing and copying. "Termination of this contract", as used in this clause, shall mean the later of completion of the work of the contract or the end date of the term stated in the contract. 10.5 NON-ASSIGNMENT CLAUSE A. This contract may not be assigned by the Contractor or its right, title or interest therein assigned, transferred, conveyed, subcontracted or otherwise disposed of without the previous consent, in writing, of the Owner and any attempts to assign the contract without the Owner's written consent are null and void. The Contractor may assign its rights to receive payment with the Owner's prior written consent. 10.6 NON-COLLUSIVE BIDDING REQUIREMENTS A. Contractor warrants, under penalty of perjury, that its bid was arrived at independently and without collusion aimed at restricting competition. Contractor further warrants that, at the time Contractor submitted its bid, an authorized and responsible person executed and delivered to the Owner a Certification of Non-Collusion by Bidders on Contractor's behalf. - 82 - 11M 11M 11M - .. 11M .. - .. - - .. - ... .. .. 11M - .. 10.7 WAGE AND HOURS PROVISIONS A. - - - Neither Contractor's employees nor the employees of its subcontractors may be required or permitted to work more than the number of hours or days, except as otherwise provided in the Labor Law and as set forth in prevailing wage and supplement schedules issued by the State Labor Department. Furthermore, the Contractor and its subcontractors must pay at least the prevailing wage rate and payor provide the prevailing supplements, including the premium rates for overtime pay, as determined by the State Labor Department in accordance with the Labor Law. - 10.8 WORKERS' COMPENSATION BENEFITS. A. - - This Contract shall be void and of no effect unless the Contractor shall provide and maintain coverage during the life of this contract for the benefit of such employees as are required to be covered by the provisions of the Workers' Compensation Law. 10.9 NONDISCRIMINATION REQUIREMENTS - - A. The Contractor shall not discriminate against any employee or applicant for employment because of race, creed, color, sex or national origin. The Contractor shall take affirmative action to insure that all employees are employed, and that employees are treated equally during employment, without regard to their race, creed, color, sex, or national origin. .. 10.10 ARCHAEOLOGICAL SALVAGE - - - A. Whenever during the course of construction, historical objects are encountered; such objects shall not be moved or destroyed. Work shall be stopped and re-scheduled to avoid disturbing such areas and the Engineer shall be notified immediately. The Engineer will then contact Archaeological/Cultural Resource, Technical Services, New York State Department of Environmental Conservation at 518-457-3811, who will issue instructional procedures, which will govern continuation of work in the affected area. - 10.11 PLANS AND SPECIFICATIONS - - - - A. The plans and specifications are intended to complement each other and any detail or item shown on one, but not the other, shall be assumed to be shown on both and shall be binding as if called for by all. While the plans and specifications are assumed to be complete in all major items and details, it is also assumed that the Contractor is competent and expert in his field; therefore, no effort has been made to show or to specify each and every detail or item required for a complete installation. - 83- .. IIIii DIVISION 500 SPECIAL CONDITIONS .. .. IIIii .. IIIii .. .. .. .. .. ... .. - IIIii .. - 84- .. .. - SPECIAL CONDITIONS - - 1.0 GENERAL A. Prevailing Wage Rates: Attached on the following pages is the Prevailing Wage Rate Schedule for this project. Any changes to this will be issued to prospective bidders by Addenda. - - - B. The contractor shall make the site accessible for inspection by representatives of the Town of Wappinger, CAMO Pollution Control, Inc. (The Town Water System Operators), Morris Associates (The Engineer to the Town), the State and County Department(s) of Health and the New York State Department of Environmental Conservation. - - - - - - - - ... - - - - 85- - .. .. DIVISION 600 TECHNICAL SPECIFICATIONS .. .. .. ... .. III III .. - ... - ... ... .. .. - 86- ... .. - - SECTION 01100 - SUMMARY - PART 1 - GENERAL _ 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and _ Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. - 1.2 SUMMARY - A. This Section includes the following: - - 1. Work covered by the Contract Documents. B. Related Sections include the following: 1. Division 1 Section "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities. - 1.3 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: Cider Mill Loop Water Storage Tank Demolition and _ Replacement, Contact No. 10-013. 1. Project Location: Cider Mill Loop, Wappingers Falls, New York. Owner: Town of Wappinger, 20 Middlebush Road, Wappingers Falls, New York 12590 - B. - C. ... D. - - - - - Engineer: Morris Associates Engineering Consultants, P.L.L.C., 9 Elks Lane, Poughkeepsie, New York 12601 The Work consists of but not limited to the following: 1. The Work includes: a. The contractor will be required to obtain all required permits from the Town of Wappinger, including but not limited to Demolition Permit, Building Permit prior to the start of work. b. Installation of all applicable erosion and sediment control measures. c. The contractor shall provide appropriate tarp or other measures for the protection of the adjacent 600,000 storage tank. These measures shall be to the approval of CAMO and the Town Engineer. d. Trimming and removal of tree limbs around tanks. - 87- e. Coordination with CAMO Pollution Control (system operators) for the drainage and disconnection of the storage tank f. Demolition and removal from the site of the existing 1.0 million gallon steel storage tank. Note: existing painted surfaces contain lead based paint. g. Preparation of site for construction of the base for the new 1.1 million gallon Aquastore glass lined steel storage tank or approved equal. h. Erection of the new 1.1 million gallon Aquastore glass lined storage tank or approved equal. i. Reconnection of water lines and controls for the new tank, this also will require coordination with CAMO Pollution Control. J. Cleaning and disinfection of the new tank and water mains. k. Site restoration after work is completed. III .. .. .. .. .. 2. The contractor shall review the attached design plans for any additional work required. _ 1.4 TYPE OF CONTRACT A. Project will be constructed under a single prime contract. 1.5 USE OF PREMISES A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project. B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. 1. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Owner, Owner's employees, adjacent property owners and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. 1.6 WORK RESTRICTIONS A. Site Area Limitations: The area at the location of the tank is primarily residential and is located on a main road. The property that the tank is located on is limited in - 88- III .. .. ..... .. .. .. .. III III III .. - - size and access. Contractor shall be responsible for negotiating with neighboring property owner(s) for additional space required. - B. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7:30 a.m. to 4:30 p.m., Monday through Friday, except otherwise indicated. - C. Site Restoration: Contractor shall be responsible for temporarily removing and re- installing existing chain link fence as required for access and to complete the required work. All disturbed areas associated with the project shall be restored to their original condition or better. - - PART 2 - PRODUCTS (Not Used) - PART 3 - EXECUTION (Not Used) - END OF SECTION 01100 - - - - - .. - - - - - 89- - .. SECTION 01250 - CONTRACT MODIFICATION PROCEDURES .. PART 1 - GENERAL - 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. - .. 1.2 SUMMARY - A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. .. B. Related Sections include the following: 1. Division 1 Section "Unit Prices" for administrative requirements for using unit pnces. .. .. 1.3 MINOR CHANGES IN THE WORK A. Engineer will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AlA Document G71 0, "Architect's Supplemental Instructions"; or a similar form. .. - 1.4 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Engineer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or .. revised Drawings and Specifications. .. 1. Proposal Requests issued by Engineer are for information only. Do not .. consider them instructions either to stop work in progress or to execute the proposed change. ... 2. Within time specified in Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the . Contract Time necessary to execute the change. .. - 90 - .. - - - - - - a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Engineer. - - 1. - 2. - 3. - 4. 5. - - - Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. Include costs of labor and supervision directly attributable to the change. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. 6. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. C. Proposal Request Form: Use AlA Document G709 for Proposal Requests; or similar. - 1.5 - A. - 1.6 - A. -- - CHANGE ORDER PROCEDURES On Owner's approval of a Proposal Request, Engineer will issue a Change Order for signatures of Owner and Contractor on AlA Document G701; or similar form. CONSTRUCTION CHANGE DIRECTIVE Work Change Directive: Engineer may issue a Work Change Directive on AlA Document G714; or similar form. Work Change Directive instructs Contractor - 91 - - - to proceed with a change in the Work, for subsequent inclusion in a Change Order. - 1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time. - B. Documentation: Maintain detailed records on a time and material basis of work required by the Work Change Directive. - 1 . After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. - PART 2 - PRODUCTS (Not Used) - PART 3 - EXECUTION (Not Used) - END OF SECTION 01250 - - - - - - - - - - - 92- - .. SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION .. PART 1 - GENERAL .. 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. - .. 1.2 SUMMARY .. A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: ... 1. Coordination Drawings. 2. Administrative and supervisory personnel. 3. Project meetings. ... B. Related Sections include the following: .. 1. Division 1 Section "Closeout Procedures" for coordinating Contract closeout. .. 1.3 COORDINATION A. Coordination: - 1. Schedule construction operations in sequence required to obtain the best results, where execution of one part of the Work depends on execution of others. 2. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of all components, including mechanical and electrical. .. .. B. Prepare memoranda for distribution to Owner and Engineer, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. .. .. C. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. .. III - 93 - .. .. - - 1.4 SUBMITTALS A. Coordination Drawings: Prepare Coordination Drawings if limited space availability _ necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities. - - 1. Sheet Size: At least 8-1/2 by 11 inches but no larger than 30 by 40 inches. 2. Number of Copies: Submit two opaque copies of each submittal. Engineer will return one copy. 3. Refer to individual Sections for Coordination Drawing requirements for Work in those Sections. - 1.5 PROJECT MEETINGS - A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. - 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Engineer of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Engineer, within three days of the meeting. - - - - B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner, System Operator and Engineer, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. - - 1. Attendees: Authorized representatives of Owner, System Operator, Engineer, and Contractor and its major supplier. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. - C. Progress Meetings: Conduct progress meetings at biweekly intervals. Coordinate dates of meetings with preparation of payment requests. - - - - 94- - - PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 - - - .. - .. .. .. - - - - .. - .. .. - 95 - .. .. - - SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION - PART 1 - GENERAL 1.1 RELATED DOCUMENTS - - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. - 1.2 SUMMARY - A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: - 1. Contractor's Construction Schedule. 2. Daily construction reports. 3. Field condition reports. - 1.3 SUBMITTALS - A. Contractor's Construction Schedule: Submit two copies of initial schedule, large enough to show entire schedule for entire construction period. - B. Field Condition Reports: Submit two copies at time of discovery of differing conditions. - PART 2 - PRODUCTS - 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL - A. Time Frame: Extend schedule from date established for commencement of the Work to date of Final Completion. - B. Activities: Treat each story or separate area as a separate numbered activity for each principal element of the Work. Comply with the following: - 1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Engineer. 2. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Engineer's administrative procedures necessary for certification of Substantial Completion. - - - 96- - ... 2.2 REPORTS ... A. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare and submit a detailed report. Submit with a request for interpretation on CSI Form 13.2A. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. - ... PART 3 - EXECUTION ... 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE .. A. Contractor's Construction Schedule Updating: At intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. ... 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule .. concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and ... finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. ... END OF SECTION 01320 ... ... ... ... - .. .. - 97 - - .. - .. SECTION 01322 - PHOTOGRAPHIC DOCUMENTATION - PART 1 - GENERAL 1.1 RELATED DOCUMENTS - - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. - 1.2 SUMMARY A. This Section includes administrative and procedural requirements for the following: - - 1. Preconstruction photographs. 2. Periodic construction photographs. 3. Final Completion construction photographs. - 1.3 SUBMITTALS - A. Construction Photographs: Submit within seven days of taking photographs. 1. Digital Images: Submit a complete set of digital image electronic files as a Project Record Document on CD-ROM. Identify electronic media with date photographs were taken. - PART 2 - PRODUCTS - 2.1 PHOTOGRAPHIC MEDIA - ... A. Digital Images: Provide images in uncompressed TIFF format, produced by a digital camera with minimum sensor size of 4.0 megapixels, and at an image resolution of not less than 1024 by 768 pixels. .. PART 3 - EXECUTION - 3.1 CONSTRUCTION PHOTOGRAPHS - A. General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. - - 98- - - B. Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image- editing software. - 1. Date and Time: Include date and time in filename for each image. 2. Field Office Images: Maintain one set of images on CD-ROM in the field office at Project site, available at all times for reference. Identify images same as for those submitted to Engineer. - - C. Final Completion Construction Photographs: Take photographs after date of Substantial Completion for submission as Project Record Documents. - END OF SECTION 01322 - - - - - - - - - - - . - 99- - - - - SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS - PART 1 - GENERAL 1.1 RELATED DOCUMENTS - - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. - 1.2 SUMMARY - A. This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. - 1.3 USE CHARGES - A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. - B. Water Service: Pay water service use charges for water used for construction operations. C. - - 1.4 A. - Electric Power Service: Pay electric power service use charges for electricity for construction operations. SUBMITTALS Site Plan: Show scaled drawing or marked-up aerial photograph indicating location of all temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. - 1.5 QUALITY ASSURANCE - A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. - - - - 100 - - - PART 2 - PRODUCTS .. 2.1 TEMPORARY FACILITIES - A. Storage and Fabrication Sheds: Provide temporary enclosures sized, furnished, and equipped to accommodate materials and equipment for construction operations. .. 2.2 EQUIPMENT - A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. - PART 3 - EXECUTION .. 3.1 INSTALLATION, GENERAL .. A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. .. B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. .. - 3.2 TEMPORARY UTILITY INSTALLATION A. General: Install temporary service or connect to existing service. .. 1 . Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services. .. B. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. .. .. C. Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. .. .. -101- .. .. .. - 3.3 SUPPORT FACILITIES INSTALLATION A. Project Identification and Temporary Signs: Provide Project identification and other signs. Install signs where indicated to inform public and individuals seeking entrance to Project. Unauthorized signs are not permitted. - - - B. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with Division 1 Section "Execution Requirements" for progress cleaning requirements. .. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION - - B. - 3.5 - A. - B. - - .. .. - A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting. OPERATION, TERMINATION, AND REMOVAL Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses. Maintenance: Maintain facilities in good operating condition until removal. 1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. C. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. END OF SECTION 01500 - - - - 102 - SECTION 01770 - CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Warranties. 3. Final cleaning. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction photographs, damage or settlement reports and similar final record information. 6. Submit test records. 7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 8. Complete final cleaning requirements, including touchup painting. 9. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. - ... .. - ... - - .. .. - - ... .. .. - .. .. - 103 - .. - - - - - 1.4 - A. - - - - - - 1.5 - A. - B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Engineer will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Engineer, that must be completed or corrected before certificate will be issued. FINAL COMPLETION Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures." 2. Submit certified copy of Engineer's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Engineer. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Engineer and Owner will either proceed with inspection or notify Contractor of unfulfilled requirements. Engineer will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. WARRANTIES Submittal Time: Submit written warranties on request of Engineer for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. - PART 2 - NOT USED - PART 3 - NOT USED - END OF SECTION 01770 - - - - 1 04 - - SECTION 01781 - PROJECT RECORD DOCUMENTS - PART 1 - GENERAL ... 1.1 RELATED DOCUMENTS - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. .. 1.2 SUMMARY .. A. This Section includes administrative and procedural requirements for Project Record Documents, including the following: ... 1. Record Product Data. .. 1.3 SUBMITTALS A. Record Product Data: Submit one copy of each Product Data submittal. - 1. Where Record Product Data is required as part of operation and maintenance manuals, submit marked-up Product Data as an insert in manual instead of submittal as Record Product Data. .. .. PART 2 - PRODUCTS - 2.1 RECORD PRODUCT DATA A. Preparation: Mark Product Data to indicate the actual product installation where .. installation varies substantially from that indicated in Product Data submittal. 1. Give particular attention to information on concealed products and .. installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. .. 3. Note related Change Orders and Record Drawings where applicable. 2.2 MISCELLANEOUS RECORD SUBMITTALS .. A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance .. - 105 - .. - - - of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. .. PART 3 - EXECUTION - 3.1 RECORDING AND MAINTENANCE - A. Recording: Maintain one copy of each submittal during the construction period for Project Record Document purposes. Post changes and modifications to Project Record Documents as they occur; do not wait until the end of Project. - B. Maintenance of Record Documents and Samples: Store Record Documents and Samples on site. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for Engineer's reference during normal working hours. ... - END OF SECTION 01781 - - - - - - - - - - - 1 06 - - - SECTION 02010 - SUBSURFACE INVESTIGATION - PART 4 - GENERAL ... 4.1 RELATED DOCUMENTS - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. ' .. 4.2 SUMMARY _ A. Subsurface soil investigations have been made at the Tank site, and a geotechnical report (Appendix A) has been prepared by Daniel G. Loucks, P.E., ... hereinafter referred to as the Geotechnical Engineer. The investigations and resulting report were prepared for design purposes and the opinions expressed in the report are those of Geotechnical Engineer and represent interpretations of .. subsoil conditions, tests, and results of analyses conducted by Geotechnical Engineer. The location of each exploration is shown on the Contract Drawings. The Geotechnical Report is included within this Section for the Contractors .. convenience; however, the Owner and Engineer assume no responsibility for the accuracy of this information or for interpretations or conclusions drawn from this data. The Contractor is expected to examine the sites and the Geotechnical .. Report and then determine for themselves the character of the materials to be encountered. ... PART 5 - PRODUCTS (Not Applicable) - PART 6 - EXECUTION(Not Applicable) - END OF SECTION 02010 .. .. .. .. - 107 - .. ... - - - SECTION 02060 - DEMOLITION - PART 1 - GENERAL 1.01 WORK INCLUDED - A. ... B. - - - - .. - - - All labor, materials, services, equipment, tools, including all excavation and incidentals necessary to perform the demolition as specified herein and as shown on the drawings. All work shall be performed in accordance with all Federal, state, and local codes and requirements. C. Blasting or the use of explosives will not be allowed. D. No burning of debris will be allowed on or off the site. E. Furnish and install all safety barriers and warning signs. F. Furnish and install dust control facilities. G. Identification and protection of existing facilities and utilities. H. Restoration of surfaces and facilities damaged or destroyed during the performance of the work. I. Removal and disposal of all demolition and related surplus materials in an off-site location chosen by the Contractor and approved by the Owner. J. The Owner reserves the right to salvage other existing equipment. The contractor shall provide a minimum of 14 days notice prior to removing existing equipment in order to allow the Owner to remove equipment to be salvaged. - 1.02 SUBMITTALS - ... - - A. Demolition Plan 1. A minimum of fourteen days prior to commencement of the demolition work, the Contractor shall submit a detailed demolition plan to the Engineer for review. No demolition work will be allowed until the plan has been reviewed by the Engineer. - 108 - .. 2. Include specific details of the methods and type of equipment proposed to accomplish the work. Include specific details of the methods and type of equipment proposed to control dust during the work. Include details identifying the specific location(s) chosen to dispose of all demolition and related surplus materials. Include specific details on the methods to be employed to protect the existing water tank to remain. - - 3. 4. .... 5. 1.03 PROJECT CONDITIONS .. A. Conduct demolition to prevent damage to adjacent structures. .. B. Cease operations immediately if structure appears to be in danger and notify Architect/Engineer. Do not resume operations until directed. - 1.04 SPECIAL CONDITIONS A. Lead Paint Cleanup 1. The Contractor shall take all necessary precautions to prevent any environmental contamination of the surrounding area due to the presence of lead paint on the storage tank to be removed. 2. The Contractor shall follow all federal, state and local regulations governing the cleanup and disposal of lead paint contamination. - - ... PART 2 - PRODUCTS (NOT USED) - PART 3 - EXECUTION - 3.01 PROTECTION OF EXISTING FACILITIES A. .... B. C. D. Provide all measures as necessary to protect adjacent facilities that are not being demolished. The Contractor shall relocate any facilities that may be damaged during the work. All relocated facilities shall be returned to their original location upon completion of the work. .... The Contractor shall promptly repair all damaged facilities at no additional cost to the Owner. .... Interruptions of existing utilities and services shall be coordinated with the Owner. .. Furnish all signs, lights, railings, barricades and other items as necessary to meet safety regulations. Adequate protection of persons and property shall .... - 109 - .... - - - E. - F. - G. - H. ... I. be provided at all times. Erect and maintain temporary partitions to prevent spread of dust, odors, and noise to permit continued Owner occupancy. Prevent movement of structure; provide bracing and shoring. Notify affected utility companies before starting work and comply with their requirements. Mark location and termination of utilities. Provide appropriate temporary signage including signage for exit or building egress. - 3.02 REGULATORY REQUIREMENTS A. - ., B. Conform to applicable code for demolition work, dust control, products requiring electrical disconnection and re-connection, and utilities relocation (e.g. gas meter). Obtain required permits from authorities. - C. Do not close or obstruct egress width to any building or site exit. D. Do not disable or disrupt building fire or life safety systems without 3 days prior written notice to Owner. - E. The Contractor shall comply with all codes and regulations when working in hazardous areas or situations. - 3.03 DEMOLITION - A. - Disconnect or relocate and identify designated utilities within demolition areas. B. Demolish in an orderly and careful manner. Protect existing supporting structural members. - C. - D. - E. - - Remove demolished materials from site except where specifically noted otherwise. Do not burn or bury materials on site. Remove materials as work progresses. Upon completion of work, leave areas in clean condition. Remove temporary work. -110- ... 3.04 DISPOSAL OF DEMOLISHED MATERIALS .. A. The Owner shall be given the first right of refusal for all demolished materials. .. B. All materials shall be immediately removed from the site. Storage of materials on the site will not be allowed. .. c. Sale of removed materials will not be permitted at the site. ... END OF SECTION 02060 ... .. .. - - .. .. .. - .. - .. -111- - .. - - SECTION 02090 - LEAD-BASED PAINT CONTROLS AND WORK PROCEDURES - PART 1 - GENERAL - 1.1 SUMMARY - A. This Section includes the following: - 1. Description/Scope of Work. 2. Regulations and Reference Standards. 3. Definitions. 4. Quality Assurance. 5. Submittals. 6. Posted Warnings and Notices. 7. Storage of Materials. 8. Work Procedures. 9. Lead-Based Paint Abatement Methods. 10. Monitoring. 11. Adjacent Areas. 12. Clean up and Disposal. - - - - 1.2 DESCRIPTION/SCOPE OF WORK - A. The work covered by these specifications shall consist of furnishing all labor, materials, tools and equipment necessary to control and mitigate potential lead- based paint (LBP) hazards during demolition activities on the existing Cider Mill Loop Water Storage Tank. - - B. The work shall also include personal air monitoring and analysis for lead, waste sampling and laboratory analyses and transportation/disposal off-site of the LBP wastes/debris and lead contaminated wastes/debris generated from the LBP disturbance. - C. The Contractor's use of a subcontractor will not relieve the Contractor of full responsibility for the work to be performed. - D. If available, use exposure assessment data obtained within the last 12 months from previous jobs conducted under similar conditions, control methods, work practices and environmental conditions to be used in this contract or other objective data to demonstrate that work activities in this contract will not exceed the PEL, provided that the assessment entailed comparable lead concentrations in coating materials, work practices, engineering controls and rates of work. - - - -112- - E. Until the exposure assessment is performed, the Contractor must provide to his workers the following: Respiratory protection with a fit factor of 10 at a minimum, personal protective clothing, lead-free change areas, hand washing/shower facilities, biological monitoring and training per 29 CFR 1926.62. 1.3 DEFINITIONS A. Abatement: For the purposes of this Specification, the term abatement shall refer to any procedure that impacts lead-based paint on any surface. Procedures can include: paint removal, whole removal of the surface, demolition of painted surfaces and clean-up of paint debris. B. Action Level: Employee exposure without regard to use of respirators, to an airborne concentration of lead of thirty (30) micrograms per cubic meter of air averaged over an 8-hour period. As used in this section, micrograms per cubic meter of air" refers to the action level. (Note: For longer exposure period lower action level is triggered). C. Area Monitoring: Sampling of lead concentrations within the lead control area (work area) and inside the physical boundaries, which is representative of the airborne lead concentrations, which may reach the breathing zone of personnel potentially exposed to lead. D. Physical Boundary: Area physically roped or partitioned off around a work area to limit unauthorized entry of personnel. As used in this section, "inside boundary" shall mean the same as "outside lead control area." E. Change Rooms and Shower Facilities: Rooms within the designated physical boundary around the work area equipped with separate storage facilities for clean protective work clothing and equipment and for street clothes which prevent cross- contamination. F. Decontamination Room: Room for removal of contaminated personal protective equipment (PPE). G. Eight-Hour Time Weighted Average (TWA): Airborne concentration of lead averaged over an 8-hour workday to which an employee is exposed. H. High Efficiency Particulate Air (HEPA) Filter Equipment: HEPA filtered vacuuming equipment with a UL 586 filter system capable of collecting and retaining lead- contaminated paint dust. A high efficiency particulate filter means 99.97 percent efficient against 0.3 micron size particles. I. Lead Control Area: A work area within which engineering controls are implemented to prevent the spread of lead dust, paint chips or debris from lead-containing paint removal operations. The lead control area is isolated by physical boundaries to prevent entry of unauthorized personnel. -113- ... - ... - - .. ... ... ... ... .. ... - - - - - - .. - .. J. Lead Permissible Exposure Limit (PEL): Fifty (50) micrograms per cubic meter of air as an 8-hour time weighted average as determined by 29 CFR Part 1926.62. If an employee is exposed for more than 8 hours in a workday, the PEL shall be determined by the following formula: PEL (micrograms/cubic meter of air) = 400/No. Hrs worked per day - - K. Personal Monitoring: Sampling of lead concentrations within the breathing zone of an employee to determine the 8-hour time weighted average concentration in accordance with 29 CFR Part 1926.62. Samples shall be representative of the employees work tasks. Breathing zone shall be considered an area within a hemisphere, forward of the shoulders with a radius of 6 to 9 inches and the center at the nose or mouth - - - L. Wipe Sampling: Clearance testing procedures which determine the amount of existing lead-based paint surface dust by atomic absorption spectroscopy analysis or inductively coupled plasma emission spectrometry expressed in micrograms of lead. - 1.4 REGULATIONS AND REFERENCE STANDARDS - A. General Requirements 1. All work of this section shall be conducted in strict accordance with all applicable Federal, State and Local regulations. 2. Matters of interpretations of the standards and regulations shall be submitted to the appropriate agency for resolution before starting work. Where these requirements vary the most stringent shall apply. - - - B. Specific Requirements 1. American National Standards Institute (ANSI) a. ANSI Z9.2-79 - Fundamentals Governing the Design and Operation of Local Exhaust Systems. b. Z88.2-80 - Practice for Respiratory Protection. - - 2. Code of Federal Regulations (CFR) - a. 29 CFR Part 19 10.120 - Hazardous Waste Operations and Emergency Response. b. 29 CFR Part 1910.134 Respiratory Protection. c. 29 CFR Part 19 10.146 - Confined Space Entry Program. d. 29 CFR Part 1910.1025 - Lead. e. 29 CFR Part 19 10.1200 - Hazard Communication. f. 29 CFR Part 1926.55- Gases, Vapors, Fumes, Dusts and Mists. g. 29 CFR Part 1926.57 - Ventilation. h. 29 CFR Part 1926.62 - Lead (Construction Industry Standard). - - - -114 - - i. 40 CFR Part 260 - Hazardous Waste Management Systems: General. J. 40 CFR Part 261 - Identification and Listing of Hazardous Waste. k. 40 CFR Part 262 - Generators of Hazardous Wastes. I. 40 CFR Part 263 - Transporters of Hazardous Waste. m. 40 CFR Part 264 - Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities. n. 40 CFR Part 265 -Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities. o. 40 CFR Part 268 - Land Disposal Restrictions. p. 49 CFR Parts 170-178 - Department of Transportation Regulations. 3. New York Codes of Rules and Regulations (NYCRR) a. 6 NYCR.R Part 360 - Solid Waste Regulations. b. 6 NYCR.R Part 364 - Waste Transporter Permits. c. 6 NYCRR Part 370-373 - Hazardous Waste Regulations. 4. Steel Structures Painting Council (SSPC) a. SSPC Guide 6 - Guide for Containing Debris Generated During Paint Removal Operations. b. SSPC Guide 7 - Guide for the Disposal of Lead-Contaminated Surface Preparation Debris. c. SSPC Technology Update No.7 - Conducting Ambient Air, Soil and Water Sampling During Surface Preparation and Paint Disturbance Activities. 5. Underwriters Laboratories. Inc. (UL) a. UL 586 - High Efficiency, Particulate Air Filter Units. 1.5 QUALITY ASSURANCE A. Qualifications - - - - - - - .. - - - ... - 1. Contractor: Certification that the Contractor has prior experience on LBP activity projects similar in nature and extent to ensure the capability to ... perform the required work procedures in a satisfactory manner. 2. Competent Person: Certification that the Contractor's full-time onsite Competent Person meets the competent person requirements of 29 CFR - Part 1926.62 and is experienced in administration and supervision of LBP activity projects, including work practices, protective measures for building and personnel, disposal procedures, etc. This person shall have completed a - Contractor Supervisor LBP abatement course by an EPA Training Center or an equivalent certification course, and have had a minimum of 2 years on- the-job experience. .. -115- .. - - - - - ... - - ... - B. - C. - D. - ... ... ... - - - - 3. Testing Laboratory: The name, address, and telephone number of the independent testing laboratory selected to perform sampling and analysis for personal and area air samples and wipe samples, and TCLP analysis of LBP wastes and debris. Documentation that the laboratory performing the analysis is an EPA National Lead Laboratory Accreditation Program (NLLAP) accredited laboratory and that it is listed proficient in the NIOSH/EPA Environmental Lead Proficiency Analytical Testing Program (ELPA T), and a New York State Department of Health (NYS DO H) Environmental Laboratory Approval Program (ELAP) certified laboratory. Certification shall include accreditation for heavy metal analysis, list of experience relevant to analysis of lead in air, and a Quality Assurance and Quality control Program. Currently, the American Association for Laboratory Accreditation (ASLA) and the American Industrial Hygiene Association (AIHA) are the EPA recognized laboratory accreditors. Documentation shall include the date of accreditation or reaccreditation. 4. Blood Lead Testing Laboratory: The name, address and telephone number of the blood lead testing laboratory; the laboratory's listing by OSHA and the U.S. Public Health Service Center for Disease Control (CDC); and documentation that the laboratory certified in the state where the work site IS located. Respiratory Protection Devices: Manufacturer's certification of NIOSH for respiratory protection devices utilized on the site. Cartridges, Filters, and Vacuum Systems: Manufacturer's certification of NIOSH approval of respirator cartridges (organic vapor, acid gas, mist, dust, high efficiency particulate); High Efficiency Particulate Air (HEPA) filtration capabilities for all cartridges, filters, and HEPA vacuum systems. Medical Examination and Records: Certification that employees who are involved in LBP abatement work have received medical examinations and will receive continued medical surveillance, including biological monitoring, as required by29 CFR Part 1926.62,29 CER Part 910. 1200,29 CFR Part 1910. 120 and by the state and local regulations pertaining to such work. Records shall be retained, at Contractor expense, in accordance with 29 CFR Part191 0.20. 1. Provide medical surveillance to workers until exposure monitoring reveals that workers are not exposed on any day of the job to airborne lead at or above the Action Level of 30 ug/dL of blood. This consists of a blood test measuring the level of lead and zinc protoporphyrin by a licensed physician. Further testing and medical exams may be necessary depending on the results of initial blood tests and/or the initial exposure assessment. E. Training: Training certification shall be provided prior to the start of work involving LBP abatement, for all of the Contractors' workers, supervisors and Competent Person. Training shall meet the requirements of 29 CFR Part 1926.62, 29 CFR Part 1926.59, 29 CFR Part 1910.1200, 29 CFR Part 1910.120 and 49 CFR 172, -116- and that required by EPA or the state LBP course for the work to be performed. Training shall be provided prior to the time of job assignment and, at least, annually. The project specific training shall at a minimum, include the following. 1. Specific nature of the operation, which could result in exposure to lead. 2. Purpose, proper selection, fitting, use and limitations of respirators. 3. Purpose and description of the medical surveillance program and the medical removal protection program, including information concerning the adverse health effects associated with excessive exposure to lead (with particular attention to the adverse reproductive effects on both males and females and hazards to the fetus and additional precautions for employees who are pregnant.) 4. Relevant engineering controls and good work practices. 5. The contents of any compliance plan in effect. 6. Instructions to employees that chelating agents should not routinely be used to remove lead from their bodies and should not be used at all except under the direction of a licensed physician. 7. The employee's right of access to records under 29 CFR Part 1910.20. F. Respiratory Protection Program 1. Furnish each employee required to wear a negative pressure respirator or other appropriate type with a respirator fit test at the time of initial fitting and at least every 6 months thereafter as required by 29 CFR Part 1926.62. 2. Establish and implement a respiratory protection program as required by ANSI Z88.2, 29 CFR Part 1910.134 and 29 CFR Part 1926.62. 3. All workers are required to don an appropriate level of protection commensurate with the airborne concentrations of lead in which they are working. The level of protection will be determined by the Contractor, based on objective air monitoring data. G. Licenses and Permits: Copies of licenses and permits as required by applicable Federal, state and local regulations shall be obtained before the start of the LBP project. 1.6 SUBMITTALS A. The submittals shall be submitted in accordance with Specification Section(s) regarding Submittal Procedures. B. Certifications: Prior to the start of work, submit required certifications, plans, programs, permits and licenses required for the scope of work. C. Equipment List: Prior to the start of work submit list of equipment items to be used in the work, including brand names, model, capacity, performance characteristics, quantities and other pertinent information. -117- .. - .. .. .. - - .. .. .. .. - .. .. .. .. .. .. - - - D. Lead-Based Paint (LBP) Management Plan: The contractor shall prepare a detailed LBP Management Plan that identifies the work procedures, health and safety measures to be used in LBP work procedures; and that addresses spill prevention, containment and emergency response procedures. The plan shall address the methods to be undertaken to abate the lead to include the following key elements: - - 1. LBP containment methods to control employee exposure to lead at or below the permissible exposure limit and to ensure that airborne lead concentrations of 30 micrograms per cubic meter of air are not exceeded outside of the lead control area. 2. Training requirements as required by Federal, State and local regulations. 3. Unique problems associated with the LBP project. 4. Sketch of location, size and details of LBP control areas, decontamination rooms/areas, change rooms and shower facilities. 5. Eating, drinking, smoking, and rest room procedures. 6. Sequencing of LBP related work. 7. Personnel protective equipment and respiratory protection program, including controls. 8. Engineering controls, containment structures and safety measures. 9. Worker exposure assessment procedures. 10. Work Practice controls. 11. Housekeeping. 12. Hygiene facilities and practice. 13. Medical surveillance, including medical removal procedures. 14. Sampling, testing and analytical methods to include personnel air sampling requirements of 29 CFR Part 1926.62, wipe sampling of the surface where the LBP was removed and, when required, toxicity characteristic leaching procedure (TCLP) testing of the waste material in accordance with 40 CFR 261 and 6 NYCRR Part 371, and area air sampling required by the specifications. Procedures must include frequency, locations, sampling and analytical methods to be used. - - - - - - - - - E. Compliance Program: Contractor's Compliance Program prepared in accordance with 29 CFR Part 1926.6 (e) (2). .. F. Waste Transporter and Disposal Facility Permits, and Disposal Documents. - 1. Name, address and telephone number of 6 NYCRR Part 364 transporter who will be transporting the LBP wastes and debris and a copy of the transporter's 6 NYCRR Part 364 permit. 2. Name, address and telephone number of disposal facility accepting the LBP wastes and debris and a copy of the permit from the disposal facility documenting the facility is permitted to accept the wastes being delivered. 3. Copy of completed waste characterization (waste profile) forms for obtaining approval to dispose of the LBP wastes and liquid wastes at the disposal facility. .. .. - -118- - 4. Copy of the approved waste characterization (waste profile) forms from the disposal facility indicating they are permitted to accept the wastes and will accept the wastes being delivered. 5. Example of completed transportation and disposal documents (i.e., bill of lading or hazardous waste manifest and land disposal restriction notification forms, as applicable) prior to shipment of wastes. 6. Copy of the completed and signed transportation and disposal documents at time of shipment for the disposal of LBP wastes and debris, liquid wastes and any other wastes generated, and copy signed by the disposal facility. 7. Copy of certificate of destruction for incinerated wastes, certificate of treatment and/or certificate of disposal, as applicable, and associated tracking documents from the final disposal facility for disposal of the LBP wastes and debris. G. Health and Safety Plan And Confined Space Entry Program: Contractor's written . site specific Health and Safety Plan prepared in accordance with 29 CER Part 1910.120 and Contractor's confined space entry program prepared in accordance with 29 CFR Part 1910.146. These documents are requested for information only and as documentation that they exist. H. Sampling and Laboratory Analysis Reports: Submit field sampling logs for all personal and area air samples, wipe samples and waste samples taken, and submit copy of laboratory analysis reports and chain of custody records for all sample analysis. I. Competent person certification per Section 1.5, A., (2). 1.7 POSTED WARNINGS AND NOTICES A. The following regulations, warnings and notices shall be posted at the work site in accordance with 29 CFR Part 1926.62. 1. Regulations: A copy of applicable Federal, state, and local regulations shall be maintained at the work site. 2. Warning Signs: Warning signs shall be provided at approaches to LBP control areas. Signs shall be located at a distance from the LBP control areas that will allow personnel to read the sign and take the necessary protective actions required before entering the LBP control area. The signs shall comply with the requirements of 29 CFR Part 1926.62. 3. Worker Information: Right-to-know notices shall be placed in clearly visible areas of the work site in compliance with Federal, State and Local regulations. 4. Air Monitoring Results: Daily air monitoring results shall be prepared in order to be easily understood by the workers and shall be placed in a clearly visible area of the work site. -119- ... ... .. .. .. .. .. .. .. ... ... ... ... ... ... ... ... .. ... - - 5. Emergency Telephone Numbers: A list of telephone numbers shall be posted at the site. The list shall include numbers of the local hospital, emergency squad, police and fire departments, Government and Contractor representatives who can be reached 24 hours per day and professional consultants directly involved in the project. - - 1.8 EQUIPMENT AND MATERIALS ... A. Sufficient quantities of health and safety materials required by 29 CFR Part 1926.62, and other materials and equipment needed to complete the project, shall be available and kept on the site. B. Respirators: Air-purifying respirators shall be approved by NIOSH for use with dust, fumes and mists having permissible exposure limits less than 0.05 milligrams per cubic meter (i.e., have high-efficiency particulate air (HEPA) filters) and for other hazardous airborne contaminants that may be encountered, as determined by the Competent Person. The Contractor shall furnish, at no cost to personnel/employee, respirators to provide protection from airborne concentrations of lead. Respirators shall comply with the requirements of 29 CFR Part 1926.62 and shall be used in accordance with 29 CFR Part 1926.62, 29 CFR Part 1926.103 and 29 CFR Part 1910.134. - - - - - C. Respirator Cartridges: A sufficient supply of respirator cartridges shall be maintained at the work site to provide new cartridges to employees and authorized visitors, throughout the duration of the project. Cartridges shall be replaced according to the manufacturer's recommendations, when breathing becomes difficult, or if the cartridge becomes wet. - D. Protective Clothing: - .. 1. The Contractor shall furnish, at no cost to personnel/employee, equipment! clothing for protection from airborne and waterborne LBP debris. An adequate supply of these items shall be available for worker and authorized visitor use. Workers and Visitors shall not take protective clothing and equipment off the work site at any time. Protective clothing includes: - - a. Coveralls (Whole Body Protective Coverings): Full-body coveralls and head covers shall be worn by workers in the work area as necessary. Sleeves shall be secured at the wrist and pants legs at the ankle with tape. Permeable clothing shall be provided in heat-stress conditions. Where non-disposable coveralls are provided, these coveralls shall be cleaned after each wearing. Cleaning of coveralls and other non- disposable clothing shall be in accordance with the provisions for cleaning in 29 CFR Part 1926.62. b. Boots: Work boots with nonskid soles or impermeable work boot covers shall be worn by workers. Where required by OSHA, safety boots (steel toe or steel toe and shank) shall be worn. Paint the uppers of boots red - - - - 120 - - with waterproof enamel. Do not allow boots to be removed from the work area for any reason after being contaminated with LBP debris. Dispose of boots as LBP contaminated waste at the end of the work. c. Gloves: Inner gloves, appropriate for items and hazards encountered and disposable outer work gloves shall be provided to each worker and shall be worn while the worker is in the work area. Glove material shall be appropriate for the specific chemical exposure. Gloves shall not be removed from the work area and shall be disposed of as LBP contaminated waste at the end of the work. d. Hard Hats: Head protection (hard hats) shall be provided as required by OSHA for workers and authorized visitors. Protective plastic-strap suspension hats shall be used. Hard hats shall be worn at all times that work is in progress. Hats shall remain in the work area until the project is completed. Hats shall be thoroughly cleaned, decontaminated and bagged before being removed from the work area at the end of the project. e. Eye Protection: Fog-proof goggles for personnel engaged in LBP operations shall be worn when the use of a full-face piece respirator is not required. .. .. .. .. - .. .. .. E. Negative Air Pressure System: The LBP control area requires the use of an airtight containment barrier, a negative air pressure system shall be used and .. pressure differential recordings taken. LBP shall not be removed from the LBP control area until the proper engineer controls and HEPA filtration systems are in place. _ 1. HEPA Filter Requirements: The negative air pressure system shall be equipped with approved HEPA filters per UL 586. Negative air pressure _ equipment shall be equipped with new HEPA filters, and shall be sufficient to maintain a minimum pressure differential of minus 5 Pa (0.02 inch) of water column relative to adjacent, unsealed areas. Negative air pressure system - minimum requirements are listed below. a. The unit shall be capable of delivering its rated volume of air with a clean first stage filter, an intermediate filter and a primary HEPA filter m place. b. The HEPA filter shall be certified as being capable of removing particles as small as 0.3 micrometers at a minimum efficiency of 99.97 percent. c. The unit shall be capable of continuing to deliver no less than 70 percent of rated capacity when the HEPA filter is 70 percent full or measures 620 Pa (2.5 inches of water) static pressure differential on a magnehelic gauge. d. The unit shall be equipped with a manometer-type negative pressure differential monitor with minor scale division of 0.02 inch of water and accuracy within plus or minus 1.0 percent. The manometer shall be calibrated daily as recommended by the manufacturer. Record - 121 - .... ... - .. .. ... - .. - manually manometer readings ofthe pressure differential between the LBP control area and adjacent unsealed areas at the beginning of each workday and every 2 working hours thereafter. e. The unit shall be equipped with a means for the operator to easily interpret the readings in terms of the volumetric flow rate of air per minute moving through the machine at any given moment. f. The unit shall be equipped with an electronic mechanism that automatically shuts the machine off in the event of a filter breech or absence of a filter. g. The unit shall be equipped with an audible horn that sounds an alarm when the machine has shut itself off. h. The unit shall be equipped with an automatic safety mechanism that prevents a worker from improperly inserting the main HEPA filter. I. The unit shall be ducted through the containment barrier wall to the outside of the work area. The unit shall not be exhausted into any work area. - - - - - - 2. Number of Units Required: The air within the containment barrier shall be changed at least once every 15 minutes by a continuously operating negative air pressure system, until the LBP control area barrier is removed. Filters shall be replaced as necessary to maintain the efficiency of the system. A back-up unit shall be maintained onsite. 3. Auxiliary Generator: An auxiliary generator shall be provided with a capacity adequate to power a minimum of 50 percent of the negative air machines at any time during the work. When power fails, the generator controls shall automatically start the generator and switch the negative air machine to generator power. The generator shall not present a carbon monoxide hazard to workers. 4. Discontinuing Negative Air Pressure System: The negative air pressure system shall not be shut down during LBP work unless authorized by the Engineer/Owner. At the completion of the LBP work procedures and disposal project, units shall be run until full cleanup has been completed and wipe clearance samples have been collected, analyzed and have passed final clearance testing requirements. Dismantling of the negative air pressure systems shall conform to the written decontamination procedures. Prefilters shall be removed and properly disposed. The intake to the machines shall be sealed with polyethylene to prevent environmental contamination. - - - - - - - F. Expendable Supplies 1. Polyethylene Sheet and Bags - General: Polyethylene sheet and bags shall be minimum 6 mils thick. Bags shall have pre-printed labels, and 5-inch (minimum) long plastic ties, pointed and looped to secure the filled bags. Polyethylene sheets shall be in roll sizes to minimize seams. 2. Polyethylene Sheet - Flame Resistant: Where a potential for fire exists, flame-resistant polyethylene sheets shall be provided. Polyethylene film shall conform to the requirements of NFPA 701. ... - - - 122 - - 3. Polyethylene Sheet - Reinforced: Reinforced polyethylene sheet shall be provided where high skin strength is required such as where it constitutes the only barrier between the LBP control area and the outdoor environment. The sheet stock shall consist of translucent, nylon-reinforced or woven.. polyethylene thread laminated between two layers of polyethylene film. Film shall meet flame resistant standards of NFPA 701. 4. Tape and Adhesive Spray: Tape and adhesive shall be capable of sealin~1 joints between polyethylene sheets and for attachment of polyethylenE! sheets to adjacent surfaces. After dry application, tape or adhesive shall retain adhesion when exposed to wet conditions, including amended water.. Tape shall be minimum 2 inches wide, industrial strength. 5. Containers: DOT approved impermeable containers shall be used to receive and retain LBP waste and debris, and lead contaminated material until disposal. Containers shall be labeled in accordance with EPA, DOT and OSHA standards. 6. Chemicals: Chemicals, including caustics and paint strippers, shall be properly labeled and stored in leak-tight containers. .. .. .. .. .. .. .. G. Vacuum Systems: HEPA filtered vacuum systems shall be used during LBP .. operations, which generate dust. The systems shall be suitably sized for the! project, and filters shall be capable of removing particles as small as 0.3 micrometers at a minimum efficiency of 99.97 percent. .. H. Heat Blower Guns: Heat blower guns shall be f1ameless, electrical, paint-softener type with controls to limit temperature to 590 degrees C (1,100 degrees F). Heat .. blower shall be 01 (non-grounded) 120 Vac, and shall be equipped with cone, fan, glass protector and spoon reflector nozzles. I. Chemical Paint Strippers: Chemical paint strippers shall contain no methylene chloride. J. Chemical Paint Stripper Neutralizer: Neutralizers for paint strippers shall be compatible with the substrate and suitable for use with the chemical stripper that has been applied to the surface. 1.9 STORAGE OF MATERIALS A. Materials shall be stored in a place and manner, which protects them from damage and contamination. During periods of cold weather, plastic materials shall be protected from the cold. Regularly inspect materials to identify damaged or deteriorating items. Damaged or deteriorated items shall not be used and shall be removed from the site as soon as they are discovered. Stored materials shall not present a hazard or an inconvenience to workers, visitors and/or other employees. - 123 - - .. .. - - .. .. - - .. - PART 2 - PRODUCTS (NOT APPLICABLE) .. PART 3 - EXECUTION .. 3.1 WORK PROCEDURES - A. LBP work procedures and related work shall be performed in accordance with the accepted Contractor's LBP Management Plan. Procedures and equipment required to limit occupational and environmental exposures to lead during LBP removal shall be in accordance with 29 CFR Part 1926.62 and as specified herein. LBP waste and debris, lead contaminated debris and personal protective clothing and equipment shall be disposed of in compliance with Federal, state, and local regulations. . - - B. Personnel Protection Procedures: Personnel shall wear and use protective clothing and equipment as specified and required by 29 CFR Part 1926.62 and 29 CFR Part 19 10.120. Eating, smoking, drinking, chewing tobacco and chewing gum, and applying makeup shall not be permitted in the LBP control area. Personnel of trades not engaged in the LBP work procedures and disposal of LBP shall not be exposed at any time to airborne concentrations of lead equal to or in excess of 30 micrograms per cubic meter of air. Electrical service shall be disconnected when wet removal is performed, and temporary electrical service protected by a ground fault circuit interrupter shall be provided. - - - - C. Safety and Health Procedures: The Competent Person shall be present on the work Site throughout the LBP project to supervise, monitor and document the project's health and safety provisions. A daily log shall be maintained showing the results of sampling tests throughout the project area. LBP work being conducted within a LBP Control area where an airtight barrier is required shall be stopped if measured airborne lead concentrations; collected during LBP work procedures, exceed the pre- LBP work procedures airborne concentration levels. D. Safety and Health Responsibilities The Competent Person shall: 1. Verify that training meets applicable requirements. 2. Review and approve LBP Management Plan for conformance to the applicable referenced standards. 3. Inspect LBP removal work for conformance with the accepted LBP Management Plan. 4. Ensure that worker exposure air monitoring activities are in accordance with 9 CFR Part 1926.62. 5. Ensure work is performed in strict accordance with specifications. 6. Ensure hazardous exposure to personnel and to the environment are adequately controlled. 7. The Contractor's Competent Person shall be responsible for directing personal air monitoring. - - - - .. - - - 124 - - E. Medical Surveillance Procedures: Medical surveillance shall be implemented in accordance with the accepted Contractor's LBP Management Plan, and shall comply with the requirements of 29 CFR Part 1926.62, including the provisions for biological monitoring, medical removal, protection and a physician's written opinion, signed by the physician performing the employee examination. The Contractor shall provide a copy of the written opinion for Contractors employees prior to each employee's commencement of work. F. Engineering Controls and Containment Structures: Engineering and work practice controls are the primary means of maintaining exposures to lead below the PEL. Paint removal and surface preparation activities must keep dust levels at a minimum. Torch cutting of surfaces with LBP will require appropriate personal protective equipment and exposure controls. Power tools must be equipped with vacuum shrouds including a high efficiency particulate air filtered vacuum system attached. 1. LBP Control Area: The LBP control area is where LBP work procedures occur and as such shall be considered contaminated. The LBP control area shall be isolated to prevent LBP containing dust or debris from passing into adjacent open areas. The control area shall be decontaminated at the completion of the LBP work procedure and disposal work. 2. Boundary Requirements: Physical boundaries shall be provided around exterior LBP control areas by roping off the area indicated in the LBP Management Plan. 3. Control Barriers: The LBP control area shall be designated and separated from other outside areas with control barriers. 4. Masking and Sealing: The polyethylene sheeting shall have all openings masked and sealed. The LBP control area shall be erected according to the Contractors LBP Management Plan. Polyethylene sheeting shall be mechanically supported, independent of duct tape or spray adhesive. 5. Personnel Decontamination Unit: Personnel decontamination units shall be provided when required for the LBP procedures. Materials fabricated or delivered to the site before the shop drawings have been returned to the Contractor will be subject to rejection by the Engineer/Owner. Specifications and drawings of portable prefab units, such as a trailer unit, if utilized, must be submitted for review and approval before start of construction. Submittal shall include, but not be limited to, a floor plan layout showing dimensions, materials, sizes, thickness, plumbing, and electrical outlets. Access between contaminated and uncontaminated areas shall be through an airlock. Access between any two rooms or room and trailer within the decontamination unit shall be through a plastic sheeting curtained doorway. A separate equipment decontamination unit shall be provided. Each work area shall have an emergency exit. The personnel decontamination unit's clean room shall be the only means of entrance and exit, except for emergencies, from the LBP control area. Materials shall exit the LBP control area through the equipment decontamination area. - 125 - - ... - ... ... ... ... ... ... ... - - ... - ... ... .. .. - - - 6. Clean Room: The clean room shall have only one exit to non-contaminated areas of the site. An 'airtight seal shall be constructed of polyethylene between the clean room and uncontaminated areas. Surfaces of the clean room shall be protected with sheet polyethylene. A temporary unit with a separate equipment decontamination locker room and a clean locker room shall be provided for personnel who are required to wear whole body protective clothing. One locker shall be provided in each locker room for each LBP worker, and each Contractors representative. Lead-free personal clothing and shoes shall be kept in the clean locker. Hand wash station/showers shall be located between the equipment decontamination locker room and the clean locker room, and employees shall wash or shower before changing into personal clothes. An adequate supply of clean disposable towels shall be provided. LBP contaminated work clothing shall be cleaned. Clean rooms shall be physically attached to the LBP control area for areas inside the building but may be directly adjacent to the LBP control area outside of the building. Joint use of this space for other functions, such as offices, equipment storage, etc., is prohibited. 7. Hand Wash Station/Shower Room: An operational shower and hand washing station shall be provided between the work area and the clean changing room. Workers shall wash and/or shower before entering the clean changing room. Shower room shall be separated from other rooms by air-tight walls fabricated from polyethylene sheeting. Water shall be hot and cold or warm. Shower heads/ controls, soap dish, continuing supply of soap, and clean towels shall be provided. The shower shall be maintained m a sanitary condition. Wastewater shall be pumped to drain and through wastewater filters that meet state and/or local requirements. These filters shall be located inside the shower unit and filters shall be changed regularly. Spent filters shall be discarded as LBP contaminated waste. 8. Equipment Decontamination: The Equipment Decontamination Unit shall be used for removal of equipment and materials from the LBP control area, and shall include a wash room, holding room, and an enclosed walkway. The unit shall be constructed from wood framing material and polyethylene sheeting. Workers shall not enter or exit the LBP control area through the Equipment Decontamination Unit. A washdown station, consisting of an enclosed shower unit, shall be located in the work area outside the Wash Room. The washdown station shall be used to clean equipment, bags and containers. Bagged or containerized LBP wastes shall be passed from the work area and cleaned in the Wash Room. The Wash Room shall be separated from the work area by a polyethylene sheet flap. Wastewater shall be filtered and filters shall be changed as required for the shower unit and the Wash Room. Filters shall be disposed of as LBP contaminated wastes. The Holding Room shall be used as a drop location for bagged LBP passed from the Wash Room. This room shall be constructed so that bagged materials cannot be passed from the Wash Room through the Holding Room to the enclosed walkway. The walkway shall provide access to the Holding Room from outside the work area. The enclosed walkway shall be separated from the - .. .. .. - - - - .. .. .. .. .. .. - - - 126 - - exterior by a single flap of polyethylene sheeting. The Contractor's equipment used for LBP work procedures shall be decontaminated prior to its removal outside of the lead control area. The decontamination water shall be containerized, the containers labeled, the liquid sampled and analyzed in the laboratory for lead, and properly disposed of off Site according to applicable Federal, State and Local regulations. See Paragraph 3.5.C.2. 9. Maintenance of Decontamination Units: Bathers and polyethylene sheetin9 shall be effectively sealed and taped. Containment barriers shall be visually inspected at the beginning of each work period. Damaged barriers and defects shall be immediately repaired upon discovery. Smoke testin~1 methods shall be used to test effectiveness of barriers when directed by the Engineer/Owner. 10. LBP Control Area Exiting Procedures: Personnel exiting a LBP control area shall perform the following procedures and shall not leave the work place wearing any clothing or equipment worn during the work day: - - - .. .. .. .. a. HEPA vacuum all protective clothing before removing. b. Remove protective clothing in the decontamination room and place this clothing in an approved impermeable disposal bag". .. c. Wash or shower. d. Change to clean clothes prior to leaving the physical boundary designated around the lead-contaminated work site. .. G. Temporary Utilities: Temporary equipment as necessary to provide adequate power, light, heat, and water shall be installed, as needed, to accomplish the LBP .. operations properly and safely. The Contractor shall maintain the security and maintenance of the utility system in the LBP control areas. In the event of a failure of any utility system, the Owner will not be responsible for any loss of time or other .. expense incurred by the Contractor. In addition to any site-specific temporary utility requirements, the Contractor shall provide: 1. Back-flow protection on all water connections is required. Fittings installed by the Contractor shall be removed after completion of work with no damage or alteration to existing water piping and equipment. " 2. When applicable, heavy-duty abrasion-resistant hoses to provide water to each work area and decontamination area. 3. A hot water heater, if necessary, to provide warm water to the decontamination showers. 4. Electrical service to work areas. Electrical service shall comply with National Electric Code, State and Local requirements and UL standards. Warning signs shall be posted at power outlets, which are other than 110-120 volt power. Only grounded extension cords shall be used. Incandescent lamps and light fixtures shall be of adequate wattage to provide good illumination in LBP control areas. 5. Temporary heating units, when needed, that have been tested and labeled by UL, FM, or another recognized trade association related to the fuel being - 127 - - .. - - - .. .. - - - - consumed. Forced air or fan type units shall not be utilized inside a work area. Units shall have tip-over protection. 6. Sufficient quantity of single-occupant, self-contained chemical toilets, properly vented and fully enclosed. - 3.2 LBP WORK PROCEDURE METHODS - A. Procedures for LBP removal operations shall be conducted as outlined in SSPC Technology Guide 6 - Guide for Containing Debris Generated During Paint Removal Operations. B. Containment System: The containment system utilized for LBP removal operations shall be Class 1 Containment systems as defined and specified in SSPC Technology Guide 6. - - C. Abrasive Blasting: - - - 1. Provide Closed Abrasive Blast Cleaning with Re-Usable Abrasives. Blast cleaning using compressed air or centrifugal wheels within a vacuum assembly to propel abrasives toward a surface and simultaneously removing and separating the abrasives from the debris for re-use. 2. Provide Open Abrasive Blast Cleaning with Re-Usable Abrasives. Blast cleaning using compressed air to propel abrasives toward a surface and removing and separating the abrasives from the debris for re-use. D. Chemical stripping, using an agent approved by the Engineer/Owner, followed by wet scraping is the preferred method of abatement. The specific stripping agent(s) proposed must be approved by the Owner. No chemical strippers containing methylene chloride shall be used by the Contractor on this project. - - 1. - 2. - 3. - 4. - 5. - - - Horizontal surfaces directly below and at least 10' in a radial direction from the area where chemical stripping is to be performed shall be protected with 6-mi poly. All LBP on specified surfaces shall be removed to the bare metal substrate. The job is not considered complete until the metal substrate is dry and free of paint, debris, and LBP residue. LBP stripping agents shall be brushed or troweled on the designated surfaces, or otherwise applied in accordance with manufacturer's specifications. The minimum thickness of chemical stripping agent applied shall be 0.125 (1/8) inches or the manufacturer's recommendations Stripping agents shall not be applied to, nor be allowed to inadvertently penetrate, wood and/or other porous substrates. The required dwell time for stripping will depend upon the ambient temperature, humidity, and thickness of LBP. If LBP is not completely removed following the initial application of stripper, a second application and wet scraping may be required. - 128 - 6. Removed LBP shall not be deposited on the polyethylene containment surfaces, but shall be transferred directly into 6-mu polyethylene bags from the scraper. LBP shall be removed by wet scraping to the maximum extent feasible. 7. Any residue not removable by wet scraping shall be washed down to the bare metal substrate with a high-phosphate solution. LBP-contaminated wastewater shall be kept to a minimum using wet scrub brushes or sponges. These residues and disposable cleaning media shall also be directly transferred to the 6-mu polyethylene bags containing other LBP wastes. Free standing water shall be eliminated by use of a drying agent. 8. Clearance will be performed as follows: - - .. - - a. Visual Clearance - Determine that all required work has been .. completed. Look for settled dust, paint chips or debris in work area. If located, c1eanings will commence until visual inspection locates no evidence of dust. .. b. The Engineer/Owner shall perform Dust and/or Soil Sampling as outlined in the U.S. Department of Housing and Urban Development "Guidelines for the Evaluation and Control of Lead-Based Paint .. Hazards in Housing". E. Manual Cleaning: 1. Manual scraping, manual sanding and power tool cleaning with dust collection systems shall be performed in conjunction with engineering and work practice controls meeting the requirements of 29 CFR 1926.62(e)(I). 2. Wet methods shall be used during manual scraping, manual sanding and power tool cleaning with dust collection systems. Local HEPA ventilation shall be utilized in conjunction with manual scraping, manual sanding and power tool cleaning with dust collection systems. 3. Removed LBP shall not be allowed to accumulate on the containment surfaces, but shall be HEPA vacuumed directly into 6-mil polyethylene bags. The Contractor shall maintain all surfaces as free as practicable of accumulated lead dust to prevent the dispersal of lead into the work place. LBP shall be removed by wet scraping to the maximum extent feasible. 4. Clearance will be performed as follows: a. Visual Clearance - Determine that all required work has been completed. Look for settled dust, paint chips or debris in work area. If located, c1eanings will commence until visual inspection locates no evidence of dust. b. The Engineer/Owner shall perform Dust and/or Soil Sampling as. outlined in the U.S. Department of Housing and Urban Development "Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing". - 129 .. .. .. .. - .. .. - - .. .. .. - - 3.3 MONITORING AND CLEARANCE SAMPLING A. During the entire LBP removal and disposal operations, the Engineer/Owner shall _ be on-site directing the monitoring/sampling and inspecting the work to ensure that the health and safety requirements of this contract are satisfied. _ B. Air and soil monitoring and sampling shall be conducted in accordance with guidelines outlined in SSPC Technology Update NO.7 - Conducting Ambient Air, Soil and Water Sampling During Surface Preparation and Paint Disturbance _ Activities and Codes of Federal Regulations indicated or applicable. C. Personnel Air Monitoring (Provided by the Contractor) - - 1. Personnel air monitoring samples for airborne concentrations of lead shall be collected and analyzed in accordance with 29 CFR Part 1926.62. Results shall be reported in micrograms per cubic meter of air. The Competent Person shall use personal air monitoring results to determine the effectiveness of engineering controls, the adequacy of PPE and to determine if proper work practices are being employed. The Engineer/Owner shall be notified if any personal air monitoring result equals or exceeds 30 micrograms per cubic meter of air. The Contractor shall take steps to reduce the concentration of lead in the air. - - - D. Area Air Monitoring (Provided by the Engineer/Owner) Airborne concentrations of lead shall be collected and analyzed in the laboratory. Results shall be reported in micrograms per cubic meter of air. - 1. Pre-LBP work: Pre-LBP work samples shall be collected in the following locations: I) inside the lead control area, one upwind of the LBP work and two downwind of the LBP work procedure activities; and 2) outside the physical boundary (roped off) area, one upwind of the LBP work and two downwind of the LBP work activities. A total of six (6) samples. If work is performed inside the building, similar numbers of samples are to be positioned inside and outside the LBP containment area. 2. LBP Work: The Competent Person shall collect area air samples on a daily basis during the duration of the LBP work. The samples shall be collected in the same location as the pre-work samples. 3. The air samples shall be analyzed by NIOSH Method 7082 or method approved by Engineer. 4. Results: The Contractor shall have the results of the area air monitoring- within 24 hours after completion of the sampling. Results shall be reported in micrograms per cubic meter of air. - - - - - - E. Excessive Levels: Outdoor LBP work shall cease and the Engineer/Owner notified if measured airborne lead concentrations, collected during LBP activities, exceed the pre-work airborne concentration levels. The Contractor may be required to clean and re-sample the affected area, at no additional cost to the Owner, if - - 130 - - directed by the Engineer/Owner. The Contractor shall correct the work practices and/or engineering controls and shall resume LBP work procedures at the direction of the Engineer/Owner. F. Waste Sampling and Testing (Provided by the Contractor) 1. Sampling and testing of all waste, shall be in accordance with 40 CFR Part 261, 6 NYCRR Part 371 and SW-846, Chapter 9, Sampling Plan. See Paragraph 3.5.C of this specification section for waste sampling and analyses requirements. G. Soil Sampling (Provided by the Engineer/ Owner) 1. If the Engineer/Owner or Owner's representative observes paint chips or LBP debris on the surface of the soil surrounding the work area during the LBP work procedures or at completion or if the Engineer/ Owner or IH/ Owner's Representative suspects potential contamination to the soil based on observed procedures and conditions during the work, the contractor shall pay for composite soil samples of the surface soil where designated by the Engineer! Owner and at a frequency specified by the Engineer! Owner. Two Background surface soil samples will be collected where directed by the Engineer! Owner. The samples shall be analyzed by an independent laboratory for lead on a total basis by EPA Method 6010 and TCLP basis (Extraction Method 1311, analysis by EPA Method 6010). 2. Standard Soils Clearance samples shall be collected by the Engineer/Owner and paid for by the Owner. The samples shall be analyzed by an independent laboratory for lead on a total basis by EPA Method 6010 and TCLP basis (Extraction Method 1311, analysis by EPA Method 6010). 3. If the analyses exceed the TCLP limit, the Contractor shall treat the soil as. LBP contaminated waste, excavate and dispose of as a hazardous waste. 4. Clearance Level: Soil: 400 microgram per gram 3.4 ADJACENT AREAS A. Damage to adjacent areas shall be repaired to the approval of the Engineer/Owner. 3.5 CLEANUP AND DISPOSAL A. Cleanup: .. ... - - - .. .. ... - - - - - .. - 1. Daily: Surfaces in the LBP control area shall be maintained free of ... accumulations of paint chips, LBP debris, blasting debris and dust. Spread of dust and debris shall be restricted; waste shall not be distributed over the work area. Dry Sweep or compressed air shall not be used for cleanup. At ... the end of each shift, the area shall be cleaned of visible lead paint -131- - - contamination by vacuuming with a HEPA filtered vacuum cleaner and wet wiping the area. LBP work procedures work shall cease during the cleanup. 2. At Completion of LBP work Procedure: Upon completion of the lead paint removal procedures and a satisfactory visual inspection by the Engineer, a clean-up shall be performed by the Contractor. This clean-up includes removal of any contaminated material, equipment or debris including polyethylene sheeting from the work area. The polyethylene sheeting shall be sprayed or misted with water for dust control, construction debris removed and then the sheeting removed by folding it in upon itself. Lead-contaminated debris shall be containerized in accordance with paragraph 3.5.C.1, LBP Wastes and Lead-Contaminated Wastes. Waste bags shall not be overloaded, shall be securely sealed and stored in the designated area until disposal. Removal of surface polyethylene sheeting shall begin from top to bottom. Removal of floor polyethylene sheeting shall begin at the corners and folded in the middle to contain the dust. Polyethylene shall be disposed of as specified in Paragraph 3.5.C.1 Cleaning Equipment. The Contractor shall decontaminate the lead abatement equipment and equipment used in the work area. The wastewater from cleaning shall be contained, sampled and disposed of as specified in Paragraph 3.5.C.2 B. Certification: The Contractor shall certify in writing that the inside and outside the lead control area air monitoring samples are less than 30 micrograms per cubic meter of air, the respiratory protection for the employees was adequate, the work procedures were performed in accordance with 29 CFR Part 1926.62 and that there was no visible accumulation of lead-based paint and dust on the worksite. Do not remove warning signs at the lead control area or roped-off boundary signs prior to the Engineer/Owner's receipt of the Contractor's certification. Re-c1ean areas showing dust, residual paint chips. LBP debris and blasting debris. - - - - - a. .. b. - - - - - - c. - C. Waste Storage, Sampling/Analysis and Disposal (Provided by the Contractor) 1. LBP Wastes and Lead-Contaminated Water, LBP waste, and lead- contaminated waste and debris shall be stored, sampled, analyzed and disposed of as follows. a. The LBP waste and debris, lead contaminated personal protective equipment (PPE), clothing and waste polyethylene and lead- contaminated waste and debris shall be containerized in DOT approved containers (Le.. 55 gallon drums, roll-off, etc.). Ifthe waste is placed in roll-off(s), the roll off shall be lined with a minimum of 2 layers of 6-mil polyethylene prior to placing any waste in it and covered with a liquid tight cover. Each container shall be labeled to identify the type of waste as defined in 49 CFR Part 172, 6 NYCRR Part 371 and 6 NYCRR Part - - - - - - - 132 - 360 and with the date lead contaminated wastes were first put into thE~ container. b. A representative sample of the container(s) of LBP wastes and lead.. contaminated wastes and debris generated by the LBP activities shall be taken in accordance with SW-. 846, Chapter 9, Sampling Plan and analyzed in the laboratory for TCLP lead by EPA Methods 1311 (extraction) and 6010 (analysis). If the wastes are placed in roll-off(s), four (4) composite samples per roll-off shall be taken for analysis. If thE! wastes are placed in 55 gallon drums, one composite sample for every ten (10) drums of wastes shall be taken for analysis. The laboratory analyses results shall dictate the proper method of disposal of the waste. A copy of the results shall be attached to the wastE! characterization (waste profile) form. c. A waste characterization (waste profile) form shall be completed for the LBP waste and lead-contaminated waste and debris, and lead contaminated personal protective equipment and clothing (if containerized separately) and the forms submitted to Engineer/Owner for approval The Owner shall sign the forms. The Contractor shall process the forms and forward to the disposal facility for approval. The approved waste profile forms from the disposal facility shall be submitted to the Owner and Engineer prior to shipment of the wastes off-site. d. The applicable waste transportation and disposal documents (i.e., hazardous waste manifest, bill of lading, non-hazardous waste manifest, land disposal restriction notification, etc.) shall be obtained and completed. An example of the completed waste transportation and disposal documents shall be submitted to Engineer/Owner for approval prior to shipment of the waste off-site. e. Pick-up of hazardous wastes shall be made as needed to ensure that containers do not remain on the work site longer than 90 calendar days from the date affixed to each container. The owner will assign an area for interim storage of waste-containing containers. f. Lead contaminated personal protective equipment/clothing, lead contaminated polyethylene, filters and debris, which cannot be sampled, shall be handled, stored, transported, and disposed of in the same manner as the LBP wastes and lead-contaminated wastes and debris, based on the sampling, laboratory analyses results and SW- 846, Chapter 9, Sampling Plan calculations performed on the LBP wastes and lead-contaminated wastes and debris. g. The LBP and lead contaminated wastes/debris shall be handled, stored, transported and disposed of in accordance with 40 CFR Parts 260 to 265, 6 NYCRR Par 370 to 373, 6 NYCRR Part 364 and 6 NYCRR Part 360, as applicable. Additionally, the disposal shall be based on the sampling, laboratory analysis results and SW-846, Chapter 9, Sampling Plan calculations. Land disposal restriction - 133 - .. .. .. - .. IIIIi .. .. .. - - - - .. - IIIIi .. .. - - - notification shall be as required by 40 CFR Part 268 and 6 NYCRR Part 376. - 2. Wastewater and Decontamination Water a. Lead contaminated wastewater and decontamination water generated - from the LBP work procedures shall be stored in DOT approved 55 gallon drums. Each drum shall be labeled to identify the type of waste - as defined by 49 CFR Part 172, 6 NYCRR Part 371 and 6 NYCRR Part 360 and with the date lead contaminated liquid was first put into the drum. - b. A representative sample from the drum(s) of liquid wastes shall be taken in accordance with SW-846, Chapter 9, Sampling Plan and analyzed in the laboratory for total lead and total cadmium by EPA - Method 200.7/6010. One composite sample for every ten (10) drums of liquid wastes shall be taken for analysis. The laboratory analyses results shall dictate the proper method of disposal ofthe waste. A copy - of the results shall be attached to the waste characterization (waste profile) form. c. A waste characterization (waste profile) form shall be completed for the - liquid wastes and other wastes being generated and submitted to Engineer/Owner for approval. The Owner shall sign the form(s). The Contractor shall process the form(s) and forward the forms to the - disposal facility for approval. The approved waste profile form(s) from the disposal facility shall be submitted to the Owner and Engineer prior to shipment of the wastes off-site. - d. The applicable waste transportation and disposal documents (Le., hazardous waste manifest, bill of lading, non-hazardous waste manifest, land disposal restriction notification, etc.) shall be obtained - and completed. An example of the completed waste transportation and disposal documents shall be submitted to Engineer/Owner for approval prior to shipment of the waste off-site. - e. The lead contaminated wastewater and decontamination water shall be handled, stored, transported and disposed of in accordance with 40 CFR Parts 260 to 265, 6 NYCRR Part 370 to 373, 6 NYCRR Part 364 - and 6 NYCRR Part 360 as applicable. 3. Waste Pick-Up and Disposal - a. Waste pick-up cannot be performed until all required submittals have been reviewed and approved by the Engineer/Owner. The Owner must - be present at waste pick-up to sign the waste transportation documents and approve pick-up. No waste shall leave the site without approval and authorization by Owner. - b. Coordinate scheduling of waste pick-up and transportation with Engineer/Owner. Notify Engineer at least 48 hours ahead of when the waste pick-up will take place. - - 134- - c. All wastes shall be properly disposed of off-site at an approved disposal facility. The wastes shall be transported by a transporter permitted to transport wastes per NYCRR Part 364. The wastes shall be disposed of at a facility permitted to accept the waste being disposed of. d. Submit copy of completed and signed transportation and disposal documents to Owner and Engineer at time of shipment and submit copy of document signed by the disposal facility. e. Return or cause to be returned all waste manifests and bills of lading signed by the disposal facility within fifteen (15) days of removal from the project site. f. Submit certification of destruction for all incinerated wastes and certificates of final treatment and/or final disposal, as applicable, for all wastes disposed of off-site. g. All waste transportation and disposal must be conducted in accordance with all applicable State, Local and Federal regulations, all generator State regulations, all the State regulations where the wastes are transported through, and the disposal State regulations. D. Payment for Disposal of Wastes: Payment for disposal of wastes will not be made until the following are received by the Owner: 1. A signed copy of the manifests 2. Bills of lading 3. Weight tickets, etc. 4. Certificate of final disposal, from the final treatment or disposal facility certifying the amount of lead containing wastes and debris delivered. END OF SECTION 02090 - 135 - .. .. .. .. .. .. III III .. .. .. .. .. .. .. .. .. .. - - - SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.1 SECTION INCLUDES - - - A. Removal of surface debris. B. Removal of paving, curbs, and sidewalk. C. Removal of trees, shrubs, and other plant life. D. Removal of Topsoil. - 1.2 RELATED SECTIONS - - A. Section 02205 - Soil Materials. B. Section 02225 - Trenching. C. Section 02229 - Rock Removal. 1.3 REGULATORY REQUIREMENTS .. A. - B. - C. - PART 2 - 2.1 .. - PART 3 - 3.1 - - Conform to applicable codes for environmental requirements, disposal of debris, and use of herbicides. Coordinate clearing Work with utility companies. Accurately record actual locations of all nearby utilities by horizontal dimensions, elevations or inverts, and slope gradient. PRODUCTS MATERIALS A. Herbicide: To be used only as required by a New York State Certified Pest Control Specialist and in conformance to manufacturer's recommendations. B. Topsoil: As specified in Section 02205. EXECUTION PREPARATION - 136 - ... A. Verify that existing plant life designated to remain is tagged or identified. - B. Identify required lines, levels, contours and datum. - 3.2 PROTECTION A. Locate, identify, and protect utilities that remain, from damage. - B. Protect trees, plant growth, and features designated to remain, as final landscaping. - C. Protect bench marks, survey control points, existing structures, fences" sidewalks, paving and curbs from damage or displacement by excavation equipment and vehicular traffic. - 3.3 CLEARING - A. Install Erosion Control prior to start of clearing operations. .. B. Clear areas required for access to site and execution of Work. C. Remove trees and shrubs as required to complete this work. Remove stumps, main root ball, and surface rock. .. D. Clear undergrowth and deadwood, without disturbing subsoil. - E. Apply herbicide as necessary to remaining stumps to inhibit growth. 3.4 REMOVAL - A. B. Remove debris, rock, and extracted plant life from site. - Partially remove paving, curbs, and sidewalk as needed. Neatly saw cut edges at right angle to surface. ... END OF SECTION 02110 .. .. ... .. 137 - - .. .. SECTION 02205 - SOIL MATERIALS .. PART 1 GENERAL .. 1.1 SECTION INCLUDES A. Subsoil materials. .. B. Topsoil materials. - 1.2 RELATED SECTIONS A. Section 02110 - Site Clearing. - B. Section 02207 - Aggregate Materials. - C. Section 02223 - Backfilling. D. Section 02225 - Trenching. .. E. Section 02936 - Seeding. ... 1.3 REFERENCES A. .. B. ... C. ... D. ... E. - F. ... G. - ... ... AASHTO T180 - Moisture-Density Relations of Soils Using a 10-lb Rammer and an 18-in. Drop. ASTM 0698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5 Ib Rammer and 12 inch Drop. ASTM 01556 - Test Method for Density of Soil in Place by the Sand-Cone Method. ASTM D1557 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 Ib Rammer and 18 inch Drop. ASTM 02167 - Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. ASTM 02487 - Classification of Soils for Engineering Purposes. ASTM 02922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). 138 H. ASTM 03017 - Test Method for Moisture Content of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). 1.4 SUBMITTALS FOR INFORMATION A. Materials Source: Submit name of imported materials source. 1.5 QUALITY ASSURANCE A. Perform Work in accordance with New York State Department of Transportation and Town standards. PART 2 PRODUCTS 2.1 SUBSOIL MATERIALS A. Common Earth Common earth shall mean sand, loam, clay, gravel, or similar materials free from debris, frozen materials, organic materials or other deleterious material, which may contain some rock fragments, stones, and pebbles, not exceeding 12 inches in their largest dimension. B. Borrow Borrow is defined as material required for earthwork construction in excess of suitable material available from excavating or grading. Borrow may be necessary even though not shown on the plans. It shall be the responsibility of the Contractor, at their own expense, to supply borrow wherever and whenever required in the work, in order to complete the project. All borrow shall conform to common earth material and before being used in the work, shall be approved by the Engineer. 139 .. - - ... - .. - .. .. .. ... .. - .. - .. - .. - ~ - 2.2 TOPSOIL MATERIALS A. Topsoil - - Topsoil shall be the surface layer of pliable soil similar in quality to productive agricultural soils commonly occurring in the vicinity of the project and shall be free from all refuse, any material toxic to plant growth, subsoil, woody vegetation, stumps, roots, brush, stones, clay lumps or similar objects larger than two (2) inches in greatest dimension. Sod and herbaceous growth such as grass and weeds need to not be removed but shall be thoroughly broken up and mixed with the soil during handling operations. - ... Topsoil shall meet the following requirements unless otherwise specifically stated in the plans or proposal: - a. b. c. The pH of the material shall be between 5.5 and 7.0. The organic content shall be not less than 6% nor more than 20% Gradation: - Sieve Size Percent Passinq by Weiqht - 2 inch 1 inch 1/4 inch No. 200 mesh 100 85 to 100 65 to 90 20 to 80 - 2.3 SOURCE QUALITY CONTROL - A. Section 01400 Quality Requirements: Testing and analysis of soil material. Testing shall be performed as determined by the Engineer on each material source. - - B. If tests indicate materials do not meet specified requirements, change material and retest at the sole expense of the Contractor. - C. . Provide materials of each type from same source throughout the Work. - PART 3 EXECUTION 3.1 SOIL REMOVAL - A. Excavate subsoil and topsoil from areas designated. - B. Remove lumped soil, boulders, and rock. - 140 - ~ C. Stockpile excavated material only in areas designated on site by the Engineer and remove any excess spoil material not being used from site. - D. Provide name and location of approved agency for accepting spoil material - 3.2 STOCKPILING .. A. Stockpile materials only on site at locations approved by the Engineer. Obtain written releases for stockpiling any materials on private properties. .. B. Stockpile in sufficient quantities to meet Project schedule and requirements for each section of work to be performed. .. C. Separate differing materials with dividers or stockpile apart to prevent mixing. D. Prevent intermixing of soil types or contamination. - E. Direct surface water away from stockpile site to prevent erosion or deterioration of materials. .. 3.3 STOCKPILE CLEANUP - A. Remove stockpile, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. .. B. If a borrow area is indicated, leave area ina clean and neat condition. Grade site surface to prevent free standing surface water. .. - END OF SECTION 02205 - - .. .. .. 141 - - - - SECTION 02207- AGGREGATE MATERIALS PART 1 .. GENERAL 1.1 SECTION INCLUDES - A. Aggregate materials. - 1.2 RELATED SECTIONS - A. Section 02205 - Soil Materials. - C. - B. Section 02223 - Structural Backfilling. Section 02225 - Trenching. D. Section 02667 - Project Water Lines. 1.3 REFERENCES - A. B. - C. - D. - E. - F. - G. - H. - - J. - - AASHTO - M147 - Materials for Aggregate and Soil-Aggregate. AASHTO T180 - Moisture-Density Relations of Soils Using a 10-lb Rammer and an 18-in. Drop. ASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates. ASTM D698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5 Ib Rammer and 12 inch Drop. ASTM D1557 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 Ib Rammer and 18 inch Drop. ASTM D2167 - Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. ASTM D2487 - Classification of Soils for Engineering Purposes. ASTM D2922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). I. ASTM D3017 - Test Method for Moisture Content of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). ASTM D4318 - Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. 142 .. 1.4 SUBMITTALS FOR INFORMATION .. A. Materials Source: Submit name of imported materials suppliers. The source must be a NYSDOT approved source of materials to be supplied. till! 1.5 QUALITY ASSURANCE PART 2 .. A. Perform Work in accordance with New York State Department of Transportation and Town standards. .. PRODUCTS .. 2.1 AGGREGATE MATERIALS .. A. Embedment Material: Coarse Aggregate Type "1", No.1 Crushed Stone as described in the current New York State Department of Transportation (NYSDOT) Standard Specifications, Section 703 - Aggregates, satisfying Size Designation 1 and physical requirements stated therein. - - B. Crushed Stone: Coarse Aggregate Type "2", No.2 Crushed stone as described in the current New York State Department of Transportation (NYSDOT) Standard Specifications, Section 703 - Aggregates, satisfying Size Designation 2 and physical requirements stated therein. - .. C. Subbase Course: Subbase Course shall be a selected, graded gravel conforming to New York State Department of Transportation (DOT) Specification 304-2.02, Type 4 (Item 4). All materials shall be well graded from coarse to fine and free from organic or other deleterious materials. Gradation shall conform to the table below: Sieve Size Desiqnation 2 inch 1/4 inch No. 40 No. 200 .. - .. Percent Passinq bv Weiqht 100 30 - 65 5 - 40 0-10 - Not more than thirty (30) percent, by weight, of the particles retained on a one-half (1/2) inch sieve shall consist of flat or elongated particles. A flat or elongated particle is defined herein as one, which has its greatest dimension more than three (3) times its least dimension. .. .. D. Run-Of-Bank Gravel 143 .. .. .. .. .. - - - - - .. - - Run of Bank Gravel shall mean a naturally occurring mixture of stones, and clayey and/or sandy soil particles, of varying sizes, which are generally the result of glacial deposition. Run-of-bank gravel shall be a well-integrated mixture of somewhat spherically shaped and f1attish type, round edged stones of like nature. No stones shall exceed four (4) inches in its greatest dimension. The material shall have not more than 12% passing by weight for a No. 200 sieve size designation. Colors may vary depending on geographical locations. Run-of-bank gravel shall be free from overburden, refuse debris, plant growth, woody vegetation, organic substances, loan or silt, and such other deleterious materials. All run-of-bank gravel shall be approved by the Engineer prior to its use. E. Suitable Excavated Material Suitable excavated material shall mean material consisting of mineral soil (inorganic), blasted or broken rock and similar materials of natural or man- made origin excavated from the trench, including mixtures thereof. Maximum particle size shall not exceed 2/3 of the specified layer thickness prior to compaction. Material containing cinders, industrial waste, sludge, building rubble, land fill, excessive clay, much and peat or other deleterious material shall be considered unsuitable for fill and backfill, except topsoil and organic silt may be used as suitable material in landscape areas provided it is placed in the top layer of the subgrade surface. Excessively wet material, not capable of achieving satisfactory compaction will not be considered suitable. All material shall be approved by the engineer prior to its use. F. Sand: ASTM C 33; fine aggregate, natural, or manufactured sand. - 2.2 SOURCE QUALITY CONTROL A. .. B. .. C. .. PART 3 .. Source testing and analysis of aggregate material shall be performed as determined by the Engineer on each material source. If tests indicate materials do not meet specified requirements, change material source and retest at the sole expense of the Contractor. Provide materials of each type from same source throughout the Work. EXECUTION 3.1 STOCKPILING - .. .. A. Stockpile materials on site at locations approved by the Engineer. 144 - B. Stockpile in sufficient quantities to meet Project schedule and requirements for each section of work to be performed. - C. Separate differing materials with dividers or stockpile apart to prevent mixing. .. D. Direct surface water away from stockpile site so as to prevent erosion or deterioration of materials. .. 3.2 STOCKPILE CLEANUP .. A. Remove stockpile, leave area in a clean and neat condition. Grade site surface to prevent free standing surface water. .. END OF SECTION 02207 ... .. .. .. .. .. - .. .. - .. 145 - ... - - SECTION 02221 - DISINFECTION OF WATER STORAGE TANK PART 1 - GENERAL .. 1.1 RELATED DOCUMENTS - - A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. - 1.2 SECTION INCLUDES - A. Leak Testing and Disinfection of potable water tank. B. Testing and reporting results. - 1.3 REFERENCES - A. AWWA B300 - Standard for Hypochlorites. B. AWWA C652 - Disinfection of Water Storage Facilities. - 1.4 SUBMITTALS A. Test Reports: Show results and specified requirements. Submit test report form and obtain Engineer's approval prior to conducting any tests. - B. Certificate: Certify that pressure testing, Leakage and cleanliness of water distribution system meets or exceeds requirements of the Dutchess County Department Health. - 1.5 PROJECT RECORD DOCUMENTS - - A. Disinfection report: 1. Type and form of disinfectant used. 2. Date and time of disinfectant injection start and time of completion. 3. Test location. 4. Initial and final disinfectant residuals (quantity in treated water) in ppm for each outlet tested. 5. Date and time of flushing start and completion. 6. Disinfectant residual after flushing in ppm for each outlet tested. 7. Procedure for neutralizing disinfectant and for discharge of flushed water. - - - 146 - - 8. Signature of person performing tests and signature of witness. B. Bacteriological report: 1. Date issued, project name, and testing laboratory name, address, and - telephone number. 2. Time and date of water sample collection. 3. Name of person collecting samples. - 4. Test locations. 5. Initial and final disinfectant residuals in ppm for each outlet tested. 6. MFT Coliform bacteria test results for each outlet tested. (Other testing! - methods are not acceptable). 7. Certification that water conforms, or fails to conform, to bacterial standards of Dutchess County Department of Health. - - 1.6 QUALITY ASSURANCE - A. Perform Work in accordance with AWWA C652 for disinfection of the water tank. - 1. Chlorination Method NO.2 is not an acceptable method of disinfection for this application. B. Water Treatment Firm: Company specializing in disinfecting potable water systems specified in this Section with minimum three years experience. - - C. Testing Firm: Company specializing in testing potable water systems, approved by the State of New York. D. Submit bacteriologist's signature and authority associated with testing. - 1.7 REGULATORY REQUIREMENTS - A. Conform to Department of Health regulations as well as the contract plans for performing the work of this Section. - PART 2 - PRODUCTS - 2.1 DISINFECTION CHEMICALS - A. Acceptable forms of chlorine for disinfection shall be: - 1. Liquid chlorine as specified in AWWA C652. 2. Sodium hypochlorite as specified in AWWA C652. 3. Calcium hypochlorite (HTH) is not acceptable. - 147 - - - - PART 3 - EXECUTION - 3.1 EXAMINATION - A. Verify that tank and associated piping system has been cleaned, inspected, and leak tested. Perform initial leak testing for a minimum of 1 hour and confirm that main test valves do not leak. - B. Provide and attach required equipment to perform the work of this Section. C. Perform scheduling, pressure testing and disinfecting activity with start-up, testing, adjusting and balancing demonstration procedures, including coordination with related systems. - - 3.2 LEAK TESTING - A. Following completion of coating the tank, the structure shall be tested for liquid tightness by filling tank to its overflow elevation. Testing shall conform to applicable AWWA Standards. B. Any leaks disclosed by this test shall be corrected by the Contractor to the satisfaction of the Engineer. - - C. One Tank full of water required for testing shall be furnished by the Owner at the time of painting completion at no charge to the Contractor. Additional water for retesting will be the responsibility fo the contractor. Legal disposal of test water shall be the responsibility of the Contractor. 3.3 DISINFECTION - A. The tank structure shall be disinfected at the time of testing by chlorination in accordance with AWWA Specification C652 "Disinfection of Water Storage Facilities", utilizing a test method chosen to prevent damage to the tank, coating or appurtenances. All testing shall conform to Department of Health requirements. B. Disinfection shall not take place until tank coatings and sealants are fully cured. C. Perform bacteriological testing in conformance with Department of Health Standards. - - - D. Under no circumstances shall the chlorine concentration exceed 50 MG/L. - E. Add neutralizing chemical for heavily chlorinated water, as required by the Department of Health. - 148 - .. F. The Owner shall furnish water required for testing at the time of tank coating completion, and at no charge to the Contractor. Disposal of test water shall be the responsibility of the Contractor. .. .. 3.4 DISINFECTION TESTING A. Provide method of neutralizing chemical for heavily chlorinated water prior to draining, as required by Dutchess County Department of Health. .. B. Flush, circulate, and clean until required cleanliness is achieved; use existing water supply. .. C. Replace permanent system devices removed for disinfection. .. D. Determine iftesting meets the required disinfection and bacteriological standards. If test results fail to meet required standards, clean water main, disinfect and perform testing until satisfactory results are obtained at the Contractor's sole expense. The Contractor shall pay for or provide any supply water required for retesting. .. - 3.5 FIELD QUALITY CONTROL - A. Test samples in accordance with AWWA C652. .. END OF SECTION 02221 .. .. .. - - - .. 14B .. - - - SECTION 02222 - STRUCTURAL EXCAVATING - PART 1 GENERAL 1.1 SECTION INCLUDES - A. Excavating for slabs-on-grade. - B. Excavating for site structures. 1.2 RELATED SECTIONS - A. Section 01400 - Quality Requirements - B. Section 01500 - Temporary Facilities and Controls - C. Section 02223 - Structural Backfilling D. Section 02225 - Trenching - E. Section 02229 - Rock Removal - F. Section 02270 - Erosion Control G. Section 02667 - Project Water Lines. - 1.3 FIELD MEASUREMENTS - A. Verify that survey bench mark and intended elevations for the Work are as indicated. - PART 2 PRODUCTS - Not Used. - - - - 150 - PART 3 3.1 - - EXECUTION PREPARATION - A. Identify required lines, levels, contours, stationing, piping, fittings and datum locations. - B. Locate, identify, and protect utilities that remain from damage. .. C. Coordinate with utility company to relocate utilities. D. Protect plant life, lawns, and other features remaining as a portion of final landscaping. .. E. Protect bench marks, survey control points, and existing structures from excavating equipment and vehicular traffic. - F. Maintain and protect above and below grade utilities which are to remain. ... G. Conform with all erosion control requirements. 3.2 EXCAVATING .. A. Underpin adjacent structures which may be damaged by excavating work. .. B. Excavate subsoil and uncontrolled fills to accommodate slabs-on-grade and site structures and construction operations. - C. Compact disturbed load bearing soil in direct contact with foundations to original bearing capacity; perform compaction in accordance with Section 02223 and 02225. - D. Slope banks with machine to angle of repose or less until shored. - E. Do not interfere with 45 degree bearing splay of foundations. - F. Grade top perimeter of excavating to prevent surface water from draining into excavation. - G. Hand trim excavation. Remove loose matter. H. - Remove lumped subsoil, boulders, and rock up to 1/2 cu yd measured by volume. Larger material will be removed under Section 02229, as applicable. - 151 - - - - I. Notify Engineer of unexpected subsurface conditions and discontinue affected Work in area until notified to resume work. - J. Correct areas over excavated in accordance with Section 02223. K. Stockpile excavated material in accordance with Section 02205; remove excess or unsuitable material from site. - 3.3 FIELD QUALITY CONTROL - A. As specified in Section 01400. - B. Provide for visual inspection of bearing surfaces. 3.4 PROTECTION - A. Prevent displacement or loose soil from falling into excavation; maintain soil stability. - - B. Protect bottom of excavations and soil adjacent to and beneath foundation from freezing. END OF SECTION 02222 - - - - - - - - - 152 - ... SECTION 02223 - STRUCTURAL BACKFILLING ... PART 1 GENERAL - 1.1 SECTION INCLUDES A. Site filling and backfilling. B. Fill under slabs-an-grade. C. Fill for over-excavation. D. Consolidation and compaction as scheduled. 1.2 RELATED SECTIONS A. Section 01400 Quality Requirements B. Section 02205 - Soil Materials. C. Section 02207 - Aggregate Materials. D. Section 02222 - Structural Excavating. E. Section 02225 - Trenching F. Section 02667 - Project Water Lines. G. Section 02923 - Landscape Grading H. Section 02270 - Erosion Control I. Section 03300 - Cast-in-Place Concrete. 1.3 REFERENCES - ... ... ... ... ... ... - - - ... A. AASHTO T180 - Moisture-Density Relations of Soils Using a 10-lb Rammer and an 18-in. Drop. - B. ASTM C 136 - Method for Sieve Analysis of Fine and Coarse Aggregates. - C. ASTM D698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5 lb. Rammer and 12 inch Drop. ... 153 ... ... - - D. - E. - F. - G. - - ASTM D1556 - Test Method for Density of Soil in Place by the Sand-Cone Method. ASTM 01557 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 lb. Rammer and 18 inch Drop. ASTM 02167 - Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. ASTM 02922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). H. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil-Aggregate Mixtures. 1.4 DEFINITIONS - A. Utility: Any buried pipe, duct, conduit, or cable. - 1.5 FIELD MEASUREMENTS A. Verify that survey bench mark, control point, and intended elevations for the Work are as shown on drawings. - 1.6 COORDINATION - A. - PART 2 - Verify work associated with lower elevation utilities is complete before placing higher elevation utilities. PRODUCTS 2.1 FILL MATERIALS - A. - Fill Type: As specified in Sections 02205 and 02207. B. Concrete: Structural concrete conforming to Section 03300. 2.2 ACCESSORIES - A. Support Fabric: Polypropylene Filaments. - PART 3 EXECUTION - - 154 - 3.1 EXAMINATION - A. Verify subdrainage, dampproofing, waterproofing and insulations installation has been inspected. - B. Verify underground tanks are anchored to their own foundations to avoid flotation after backfilling. - C. Verify structural ability of unsupported walls to support imposed loads by the fill. - 3.2 PREPARATION - A. Proof roll subgrade with 10-ton roller. B. Cut out uncontrolled fill and soft areas of subgrade not capable of compaction in place. Backfill with subbase course material in 12" loose thickness lifts and compact to a minimum of 95% ASTM 01557 maximum density. - - 3.3 BACKFILLING - A. Backfill areas to contours and elevations with unfrozen materials. B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen or spongy subgrade surfaces. - C. Place support fabric in locations as specified by the Engineer. - o. Embedment Material and Subbase Course: Place and compact materials in equal continuous layers not exceeding 6 inches compacted depth. Provide a minimum 95% modified Proctor density compaction. - E. R.O.B. Gravel and Suitable Excavated Material Fill: Place and compact material in equal continuous layers not exceeding 8 inches compacted depth. Provide a minimum 95% modified Proctor density compaction. - - F. Employ a placement method that does not disturb or damage other work. G. Maintain optimum moisture content of backfill materials to attain required compaction density. - H. Backfill simultaneously on each side of unsupported foundation walls until supports are in place. - I. Make gradual grade changes. Blend slope into level areas. - 155 - - - - J. Remove any surplus backfill materials not used from site. - 3.4 TOLERANCES A. Top Surface of Backfilling: Plus or minus 1 inch (0.08 feet) from required elevations. - 3.5 FIELD QUALITY CONTROL - A. Section 01400 Quality Requirements. - B. Compaction testing will be performed in accordance with ASTM 01556 or ASTM 02922 and ASTM 03017. - C. A minimum of two (2) compaction tests shall be performed for each structure for each layer of compacted fill. Additional testing shall be required at a frequency of two (2) compaction tests per 200 square feet of area for structural excavation greater than 200 square feet. - D. If tests indicate compaction does not meet specified requirements, remove fill, replace, compact and retest at the sole expense of the Contractor. - 3.6 PROTECTION OF FINISHED WORK - A. Reshape and re-compact fills subjected to vehicular traffic during construction. - B. Protect work as specified in Sections 01500. - - ENO OF SECTION 02223 - - - - - 156 - .. SECTION 02225 - TRENCHING .. PART 1 GENERAL 1.1 SECTION INCLUDES - A. Excavating trenches for water main utility installation. - B. Compacted fill for water main bedding. .. C. Backfilling and compaction. 1.2 RELATED SECTIONS .. A. Section 01400 - Quality Requirements - B. Section 01500 - Temporary Facilities and Utilities. C. Section 02205 - Soil Materials. .. D. Section 02207 - Aggregate Materials. .. E. Section 02222 - Structural Excavating. F. Section 02223 - Structural Backfill. - G. Section 02229 - Rock Removal. - H. Section 02667 - Site Water Lines. I. Section 02270 - Erosion Control. - J. Section 02923 - Landscape Grading. - K. Section 03300 - Cast-in-Place Concrete 1.3 REFERENCES .. A. AASHTO T180 - Moisture-Density Relations of Soils Using a 10-lb Rammer and an 18-in. Drop. - B. ASTM C136 - Method for Sieve Analysis of Fine and Coarse Aggregates. .. C. ASTM D698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5 Ib Rammer and 12 inch Drop. .. 157 .. - - - - - - - - D. ASTM 01556 - Test Method for Density of Soil in Place by the Sand-Cone Method. E. ASTM 01557 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 Ib Rammer and 18 inch Drop. F. ASTM 02167 - Test Method for Density and Unit Weight of Soil in Place by the Rubber Balloon Method. G. ASTM 02922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). H. ASTM D3017 - Test Methods for Moisture Content of Soil and Soil-Aggregate Mixtures. 1.4 DEFINITIONS - A. Utility: Any buried pipe, duct, conduit, or cable. 1.5 FIELD MEASUREMENTS - - A. Verify that survey benchmark, control point, and intended elevations for the Work are as shown on drawings. 1.6 COORDINATION - - PART 2 A. Verify work associated with lower elevation utilities is complete before placing higher elevation utilities. PRODUCTS _ 2.1 FILL MATERIALS - - A. Fill Type: As specified in Sections 02205 and 02207. B. Concrete: Conforming to Section 03300. 2.2 ACCESSORIES B. Warning Tape: Acid- and alkali-resistant polyethylene film warning tape manufactured for marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously inscribed with a description of the utility; (with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector when tape is buried up to 30 inches deep when used over non-metallic duct or pipe); colored as follows: - - - - 158 PART 3 3.1 - 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 3. Orange: Telephone and other communications. 4. Blue: Water systems. 5. Green: Sewer systems. - - .. EXECUTION PREPARATION - A. Identify required lines, levels, contours, stationing, piping, fittings and datum locations. - B. Protect plant life, lawns, and other features remaining as a portion of final landscaping. - C. Protect benchmarks, existing structures, fences, sidewalks, paving, and curbs from excavating equipment and vehicular traffic. - D. Maintain and protect above and below grade utilities which are to remain. - E. Conform with all erosion control requirements. 3.2 EXCAVATING .. A. Excavate subsoil required for utilities as shown on the contract plans. G. .. B. Cut trenches sufficiently wide to enable installation and allow inspection. Remove water or materials that interfere with Work. - C. Do not interfere with 45 degree bearing splay of foundations. D. - Hand trim excavation. Hand trim for bell and spigot pipe joints. Remove loose matter. E. Remove lumped subsoil, boulders, and rock up to 1/2 cubic yard, measured by volume. Larger material will be removed under Section 02229, as applicable. .. - F. Stockpile excavated material in area designated on site and remove excess material not being used, from site. - Cut out uncontrolled fill and soft areas of subgrade not capable of compaction in place. Backfill with subbase course material in 12" loose thickness lifts and compact to a minimum of 95% ASTM D1557 maximum .. 159 .. - .. .. density. 3.3 BACKFILLING - A. Backfill trenches to contours and elevations with unfrozen fill materials. - B. Systematically backfill to allow maximum time for natural settlement. Do not backfill over porous, wet, frozen, or spongy subgrade surfaces. - C. Place support fabric in locations as specified by the Engineer. .. D. Embedment Material and Subbase Course: Place and compact materials in equal continuous layers not exceeding 6 inches compacted depth. Provide a minimum 95% modified Proctor density compaction. - E. R.O.B. Gravel and Suitable Excavated Material Fill : Place and compact material in equal continuous layers not exceeding 8 inches compacted depth. - Provide a minimum 95% modified Proctor density compaction. F. Employ a placement method that does not disturb or damage and utilities in .. or around the trench. G. Maintain optimum moisture content of fill materials to attain required - compaction density. H. Remove any surplus fill materials not used from site. - 3.4 TOLERANCES - A. Top Surface of General Backfilling: Plus or minus 1 inch (0.08 feet) from required elevations. - 3.5 FIELD QUALITY CONTROL - A. Compaction testing will be performed in accordance with ASTM 01556 or ASTM 02922 and ASTM D3017. - B. If tests indicate compaction does not meet specified requirements, remove fill, replace, compact, and retest at the sole expense of the Contractor. - C. The Engineer shall designate the time and location of all compaction testing. The average frequency of testing shall be at intervals of approximately 500' for each layer of compacted fill. - - 160 .. - 3.6 PROTECTION OF FINISHED WORK - A. Reshape and re-compact fills subjected to vehicular traffic during construction. - END OF SECTION 02225 - - - - - - - - - - - - - - 161 - - - .. SECTION 02229 - ROCK REMOVAL PART 1 GENERAL .. 1.1 SECTION INCLUDES .. A. Removal of discovered rock during excavation. S. Expansive tools to assist rock removal. .. 1.2 RELATED SECTIONS - D. Section 02222 - Structural Excavating. E. Section 02223 - Structural Backfilling. - F. Section 02225 - Trenching. - 1.3 SUBMITTALS .. General A. .. 1. Provide at least 72 hours written notice prior to performing any rock removal activities. .. PART 2 PRODUCTS 2.1 ROCK .. A. Rock shall comprise material in beds, ledges, unstratified masses, conglomerate deposits, and boulders of rock material that exceed 0.5 cu. Yd, and that cannot be removed by rock excavating equipment equivalent to the following in size and performance ratings, without systematic drilling, ram hammering, ripping. - .. 1. Late-model, track-mounted hydraulic excavator; equipped with a inch wide, maximum, short-tip-radius rock bucket; rated at not less than 138-hp (1 03-kW) flywheel power with bucket-curling force of not less than 28,090 Ibf and stick-crowd force of not less than 18,650 Ibf; measured according to SAE J-1179. .. .. .. .. 162 .. PART 3 - EXECUTION - 3.1 EXAMINATION - A. Verify site conditions and note subsurface irregularities affecting work of this section. Notify Engineer of condition and do not proceed with any rock removal until notified by the Engineer. - 3.2 PREPARATION .... A. Identify required lines, levels, contours, and datum. - B. Protect all existing structures, utilities, bench marks, fences, sidewalks, paving and curb which are to remain. 3.3 ROCK REMOVAL BY A MECHANICAL METHOD .. A Excavate and remove rock by the mechanical method. - B. Drill holes and utilize expansive tools, wedges or mechanical disintegration compound as required to fracture rock. - C. Cut away rock at bottom of excavation to form level bearing. 3.4 ROCK CLEARANCE - A. B. In utility trenches for water main sizes of 10" or less in diameter, excavate to 6 inches below invert elevation of pipe and 24 inches wider than pipe diameter. In utility trenches for water main sizes of 12" or more in diameter, excavate to 8 inches below invert elevation of pipe and 24 inches wider than pipe diameter. - - For structures, excavate to 6 inches under the base elevation ofthe structure. - C. Remove excavated materials from site. D. - Correct unauthorized rock removal with backfill material in accordance with either Section 02223 or 02225 as applicable, at the sole expense of the Contractor. - - END OF SECTION 02229 - 163 - - - - SECTION 02270 - EROSION CONTROL PART 1 - GENERAL - 1.1 DESCRIPTION - A. Erosion and Sediment Control measures in addition to restoration of the site. - 1.2 QUALITY ASSURANCE - A. Codes and Standards 1. New York Guidelines for Urban Erosion and Sediment Control. (United States Department of Agriculture - Soil Conservation Service, October 1991) - - 1.3 SUBMITTALS A. Provide the following information in accordance with the Contract Plans and Specifications: .... 1. Silt fence information. - 2. Portable sediment tank details. _ 1.4 RELATED SECTIONS A. Section 01500 - Temporary Facilities and Controls. - B. Section 02225 - Trenching. - c. Section 02600 - Restoration and Replacement of Paving and Improvements. D. Section 02667 - Project Water Mains. - PART 2 - PRODUCTS - Not Used .. PART 3 - EXECUTION 3.1 AREAS AND FEATURES TO BE RESTORED - - 164 - A. All areas, including natural and artificial features occurring thereon, which are damaged or disturbed by the Contractor's operations, shall be restored, repaired or replaced to the same or superior condition which existed prior to construction. 3.2 STABILIZED CONSTRUCTION ENTRANCE A. Stabilized construction entrances shall be provided at all construction site traffic entrance/exit points, as specified in the Standard Specifications For Stabilized Construction Entrance included in the New York Guidelines for Urban Erosion and Sediment Control. The Contractor's plans to enter and exit the construction site may require additional installations; these will be provided as required to provide complete site access coverage, at no cost to the Town. B. The stabilized construction entrances shall be provided prior to any activity on the site; maintained throughout construction and removed, and area restored, following construction. 3.3 TEMPORARY CONSTRUCTION ACCESS ROADWAYS A. The Contractor shall provide any temporary construction access roads to provide vehicle access to the various areas of the Project, as necessary. All such roads shall be constructed and maintained in accordance with the Standard Specifications for Construction Road Stabilization included in the New York Guidelines for Erosion and Sediment Control. 3.4 SILT FENCES AND HAYBALES A. B. Silt fences and haybales, as specified in the Standard Specifications included in the New York Guidelines for Urban Erosion and Sediment Control, shall be installed and maintained to control and prevent sediment movement. Required locations for silt fences and haybales shall include the following: 1. All areas downgradient of the construction site. 2. Steeply sloped areas as required. 3. Other areas as shown on the Contract Drawings. Silt fences and haybales shall be installed prior to site disturbance that requires such protection, and maintained throughout the period of disturbance. 165 .. - - - - .. - .. - - - - - - - .. - - - .. - C. .. Silt fences and haybales shall be removed following establishment of sufficient vegetation for unpaved areas and after the period of disturbance for paved areas to control and prevent erosion. 3.5 DEWATERING ACTIVITIES SEDIMENT CONTROL - A. - - All waters which the Contractor pumps from excavations on this Project shall be routed through a portable sedimentation tank so as to remove all sediments carried by such water. The tank shall be in accordance with the Standard Specifications for Portable Sediment Tank included in the New York Guidelines for Urban Erosion and Sediment Control. The tank(s) shall be provided at any and all locations along the trench route and excavations, as warranted by dewatering activities. - 3.6 DUST CONTROL - .. A. Activities on this Project may create dust from traffic and dry weather conditions. Duct control shall be provided to prevent dust throughout the project in accordance with the Standard Specifications for Dust Control included in the New York Guidelines for Urban Erosion and Sediment Control. 3.7 RESTORATION SCHEDULE .. - - A. Areas which are disturbed as a result of this project shall be immediately restored. This cover may consist of permanent restoration as specified in Section 02600, or alternative temporary cover in accordance with the New York Guidelines for Urban Erosion and Sediment Control. In the event temporary cover is provided, all requirements for permanent restoration will still apply. - END OF SECTION 02270 - - - .. - - 166 .. SECTION 02300 - EARTHWORK - PART 1 - GENERAL .. 1.1 RELATED DOCUMENTS .. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. - 1.2 SUMMARY - A. This Section includes the following: 1. Excavating and regrading around the tank perimeter. 2. Stone course around tank perimeter. 3. Gravel fill. 4. Geotextile. .. - 1.3 DEFINITIONS .. A. Stone Course: Crushed stone course graded around base of tank. - B. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated. .. C. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. .. D. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. - 1.4 SUBMITTALS - A. Geotextile manufacturer information. .. B. Pre-excavation Photographs or Videotape: Show existing conditions of adjoining construction and site improvements, including finish surfaces, that might be misconstrued as damage caused by earthwork operations. Submit before earthwork begins. .. .. 167 .. - - - 1.5 PROJECT CONDITIONS - A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Engineer and then only after arranging to provide temporary utility services according to requirements indicated. 1. Notify Engineer not less than two days in advance of proposed utility interruptions. 2. Contact utility-locator service for area where Project is located before excavating. - - .. PART 2 - PRODUCTS - 2.1 A. - B. - SOIL MATERIALS Stone Course: Crushed Stone, NYSDOT Item 703-02, Course Aggregate, Crushed Stone, Size Designation #1. Gravel Fill: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; ASTM 0 2940; with at least 90 percent passing a 1-1/2-inch sieve and not more than 12 percent passing a No. 200 sieve. - 2.2 GEOTEXTILES - A. Separation Geotextile: Woven geotextile fabric, manufactured for separation applications, made from polyolefins or polyesters; with elongation less than 50 percent; complying with AASHTO M 288 and the following, measured per test methods referenced: .. .. PART 3 - EXECUTION - 3.1 EXCAVATION, GENERAL A. Classified Excavation: Excavate to subgrade elevations. Material to be excavated _ will be classified as earth and rock. - 1 . Earth excavation includes excavating soil, boulders, and other materials not classified as rock or unauthorized excavation. - 2. Rock excavation includes removal and disposal of rock. Remove rock to lines and subgrade elevations indicated to permit installation of permanent construction without exceeding excavation limits specified. .. 168 .. - 3.2 STORAGE OF SOIL MATERIALS ... A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust. 1. Stockpile soil materials away from edge of excavations. Do not store within drip line of remaining trees. - - 3.3 GRADING ... A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply with compaction requirements and grade to cross sections, lines, and elevations indicated. - 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required surface tolerances. - ... B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. Finish subgrades to required elevations within the following tolerances: ... 3.4 STONE COURSE ... A. Place stone course on subgrades free of mud, frost, snow, or ice. - B. On prepared subgrade, place stone course on subgrade as follows: 1. Install subdrainage geotextile on prepared subgrade according to ... manufacturer's written instructions, overlapping sides and ends. 2. Place drainage 3 inch stone course on subdrainage geotextile. ... 3.5 PROTECTION A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep free of trash and debris. ... B. Repair and reestablish grades to specified tolerances where completed or partially completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. - ... 1. Scarify or remove and replace soil material to depth as directed by Engineer; reshape and recompact. ... 169 ... - - .. C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material, compact, and reconstruct surfacing. - 1. Restore appearance, quality, and condition of finished surfacing to match adjacent work, and eliminate evidence of restoration to greatest extent possible. - 3.6 DISPOSAL OF SURPLUS AND WASTE MATERIALS .. A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. 1. Remove waste material, including unsatisfactory soil, trash, and debris, and legally dispose of it off Owner's property. .. - END OF SECTION 02300 - - - - - - - .. - - - 170 .. - SECTION 02600 - RESTORATION AND REPLACEMENT OF PAVING AND IMPROVEMENTS PART 1 .. GENERAL .. 1.1 SECTION INCLUDES 1.2 RELATED SECTIONS A. Section 01322- Photographic Documentation. B. Section 02205 - Soil Materials. C. Section 02207 - Aggregate Materials. D. Section 02223 - Structural Backfilling. E. Section 02225 - Trenching. F. Section 02936 - Seeding. 1.3 QUALITY ASSURANCE PART 2 .. A. Various types of fences, signs, guide rails, curbs, mailboxes, driveways, walls, lawns, trees, shrubs, etc. disturb, damaged or destroyed during work shall be restored and/or replaced and maintained as specified herein as shown and directed. .. WI' B. The finished guide rails, curbs, driveways, gutters, lawns, trees, shrubs, and culverts shall be maintained in satisfactory condition during a period of one year following final acceptance of the work. .. - - .. - .. A. A schedule of replacement operations shall be worked out by the Contractor and approval of the Engineer shall be obtained. The program shall be adhered to and, any deviation shall be approved by the Engineer. - - B. Construction Photographs shall be taken prior to and after construction activities as indicated in Section 01322. - PRODUCT - 2.1 QUALITY A. The materials used in the restoration or replacement shall produce a gutter, lawn, tree, shrub, culvert, guide rail, mailbox, driveway or fences, equal to or .. 171 .. - - - - better than the condition of each before the work began or as shown on the Drawings. 2.2 GRANULAR MATERIALS - Granular materials shall be as defined in Section 02207. PART 3 ... EXECUTION 3.1 GUTTERS AND CULVERTS .. A. - - The Contractor shall permanently repair and replace all gutters and culverts, where the same have been broken, injured, or disturbed by the Contractor, in executing any of the work covered by the Contractor. The Contractor shall restore the same in a manner, to a condition and with material, either new or old as required, similar and equal to that existing before such construction was made, or as otherwise directed by the Engineer. 3.2 FENCES. GUIDE RAIL. STONE WALLS. CURBS. SIGNS .. A. - ... ... Where it is necessary to remove a fence, guide rail, stone walls, curbs, signs or portion thereof, the Contractor shall carefully remove and preserve such and, upon completion of the work at that point, shall restore the fence, guide rail, or stone wall to its original position or as shown on the Drawings, or directed in as good condition as it was before removal. B. Any damage caused by the operations of the Contractor under this Contract to either the unmoved or the removed portions shall be restored or replaced by the Contractor at their expense. 3.3 GRANULAR SURFACE ROADS AND DRIVES .. ... .. A. The Contractor shall furnish all labor, materials, tools and equipment to restore all disturbed granular surface roads, drives and parking areas as shown on the plans or as ordered by the Engineer. Material shall be placed and compacted as described on the plans or as specified in Sections 02207 and 02225. 3.4 LAWNS. TREES AND SHRUBS - A. As specified in Sections 02923 and 02936. - END OF SECTION 02600 .. ... 172 .. - SECTION 02667- PROJECT WATER MAINS PART 1 ... GENERAL - 1.1 SECTION INCLUDES A. Pipe and fittings for project water mains. - 1.2 RELATED SECTIONS ... A. Section 02205 - Soil Materials. B. Section 02207 - Aggregate Materials. .. C. Section 02229 - Rock Removal. - D. Section 02675 - Pressure Testing and Disinfection of Water Distribution Systems ... E. Section 03300 - Cast-in-Place Concrete. 1.3 REFERENCES G. H. - A. AASHTO T180 - Moisture-Density Relations of Soils Using a 10-lb Rammer and an 18-in. Drop. - B. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings. - C. ASME B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings. - D. ASTM 8-62 - Bronze Parts Used in Pipe Valves. E. - ASTM B88 - Seamless Copper Water Tube. F. ASTM 0698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5 lb. Rammer and 12 inch Drop. - ASTM 01557 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 10 lb. Rammer and 18 inch Drop. .. ASTM 01785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120. .. 173 - - - - I. - J. - K. - L. - - N. - O. - P. - Q. - - - - - - - - - ASTM 02241 - Poly (Vinyl Chloride) (PVC) Plastic Pipe(SDR-PR). ASTM 02466 - Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40. ASTM 02855 - Making Solvent-Cemented Joints with Poly (Vinyl Chloride) (PVC) Pipe and Fittings. ASTM 02922 - Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth). M. ASTM 03017 - Test Methods for Moisture Content of Soil and Soil-Aggregate Mixtures. ASTM 03139 - Joints for Plastic Pressure Pipes using Flexible Elastomeric Seals. ASTM 03035 - Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Controlled Outside Diameter. AWS A5.8 - Brazing Filler Metal. AWWA C104 - Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. R. AWWA C105 - Polyethylene Encasement for Ductile Iron Piping for Water and Other liquids. S. AWWA C111- Rubber-Gasket Joints for Ductile Iron and Grey-Iron Pressure Pipe and Fittings. T. AWWA C151 - Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. u. AWWA C153 - Ductile-Iron Compact Fittings, 3 in. Through 12 in., for Water and Other Liquids. V. AWWA C500 - Gate Valves, 3 through 48 in NPS, for Water and Sewage Systems. W. AWWA C502 - Dry Barrel Fire Hydrants. x. AWWA C504 - Rubber Seated Butterfly Valves. Y. AWWA C508 - Swing-Check Valves for Waterworks Service, 2 in through 24 174 .. in NPS. - z. AWWA C509 - Resilient Seated Gate Valves 3 in through 12 in NPS, for Water and Sewage Systems. .. AA. AWWA C600 -Installation of Ductile-Iron Water Mains and Appurtenances. AB. AWWA C606 - Grooved and Shouldered Type Joints. .. AC. AWWA C900 - Standard for Polyvinyl Chloride (PVC) Pressure Pipe, 4. .. through 12 inch, for Water. AD. AWWA C901 - Polyethylene (PE) Pressure Pipe, Tubing, and Fittings, 1/2 _ inch through 3 inch, for Water. AE. UL 246 - Hydrants for Fire - Protection Service. .. 1.4 SUBMITIALS FOR REVIEW .. A. Product Data: Provide data on pipe materials, pipe fittings and accessories. 1.5 SUBMITIALS FOR CLOSEOUT - A. As specified in Section 01700 - Contract Closeout Record Drawings, Operation and Maintenance Data and Spare Parts and Maintenance Products. - B. Manufacturer's Certificate: Certify that products meet or exceed all specified requirements. - C. Shop Drawings: Provide shop drawings containing catalog cuts of all products referenced in this section. - D. Identify and describe unexpected variations to subsoil conditions or discovery of uncharted utilities. - 1.6 QUALITY ASSURANCE ... A. B. Perform Work in accordance with Dutchess County Department of Health requirements. - All products shall be domestically produced within North America and in new condition. - - 175 - - .. .. 1.7 DELIVERY. STORAGE. AND HANDLING A. .. .. PART 2 Contractor shall be responsible for delivery, storage, protection and handling of all products to site. Products lost or damaged by the Contractor shall be replaced at the sole cost of the Contractor. PRODUCTS 'WI 2.1 WATER PIPE - - - - .. A. Ductile Iron Pipe: AWWA C151/C104, cement lined: thickness class 52. Pipe shall be push-on (tyton) or mechanical joint pipe as manufactured by U.S. Pipe and Foundry or approved equal. Mechanical joint pipe shall be provided in specific locations as indicated in the contract plans. 1. Fittings: Ductile iron, standard thickness, AWWA C110/C104, or Compact Fittings (AWWA C153). 2. Joints: AWWA C111, rubber gasket. 3. Joint Restraint: AWWA C111. Joint restraints shall be U.L. listed and Factory Mutual approved to withstand a minimum pressure of 200 psi. The joint restraints shall be provided for ductile iron push on or mechanical joint pipe with twist off indicators and shall be as manufactured by EBAA Iron Megalug or approved equal. 4. Thrust Blocks: As specified in Section 03300. 5. End Caps: Ductile iron, AWWA C11 0 as manufactured by U.S. Pipe and Foundry, Clow or approved equal. - 2.3 BEDDING AND COVER MATERIALS - A. Bedding and Cover Materials: As specified in the contract plans and in Sections 02205 and 02207. - 2.4 ACCESSORIES .. PART 3 .. 3.1 .. A. Pipe Sleeves: Schedule 40 steel pipe. EXECUTION EXAMINATION A. Verify existing conditions prior to installation. 3.2 PREPARATION 'WI .. - A. Cut pipe ends square, ream pipe and tube ends to full pipe diameter, remove burrs. 176 fill B. Remove scale and dirt on inside and outside before assembly. ... C. Prepare pipe connections to equipment with flanges or unions. fill 3.3 BEDDING fill A. Excavate pipe trench in accordance with Section 02225 for work of this Section. Hand trim excavation for accurate placement of pipe to elevations indicated. ... B. Place embedment material at trench bottom, level fill materials in one continuous layer not exceeding 6 inches compacted depth; compact to 95 - percent standard Proctor Density. C. Backfill around sides and to top of pipe with embedment material, tamp in fill place and compact to 95 percent standard Proctor Density. D. Maintain optimum moisture content of embedment material to attain required .. compaction density. 3.4 INSTALLATION - PIPE - A. Maintain separation of water main from sewer and other utilities in accordance with contract plans and Dutchess County Department of Health .. requirements. B. Install pipe to indicated elevations, where noted, within tolerance of 5/8 - inches. C. Install ductile iron piping and fittings as per manufacturer's recommendation - and in conformance to AWWA C600. D. Install pipe to allow for expansion and contraction without stressing pipe or .- joints. E. Provide joints and restraints at each elbow or change of direction of pipe ..., main and for all fittings, valves and hydrants as indicated in the contract plans. - F. Establish elevations of buried piping to ensure not less than 5 ft of cover. G. Provide pipe sleeves at locations specified in contract plans. - - 177 ... - - - 3.5 DISINFECTION AND PRESSURE TESTING OF DOMESTIC WATER PIPING SYSTEM - A. Flush lines, pressure test and disinfect system in accordance with Section 02675. - 3.6 BACKFILL AND RESTORATION A. Perform backfilling in conformance with Section 02225 and as noted on the Contract Plans. ... B. Perform restoration in conformance with Section 02600 and as noted on the Contract Plans. - 3.7 FIELD QUALITY CONTROL - A. Provide testing as indicated in Section 02675 - B. Compaction testing: as specified in Section 02225. - END OF SECTION 02667 - - - - - - - - - 178 - - SECTION 02675 - PRESSURE TESTING AND DISINFECTION OF WATER DISTRIBUTION SYSTEM PART 1 - GENERAL - 1.1 SECTION INCLUDES - A. Pressure Testing and Disinfection of potable water distribution and transmission system. - B. Testing and reporting results. - 1.2 RELATED SECTIONS A. Section 02667 - Project Water Mains. - 1.3 REFERENCES A. - AWWA B300 - Standard for Hypochlorites. B. AWWA B301 - Standard for Liquid Chlorine. - C. AWWA B302 - Standard for Ammonium Sulfate. - D. AWWA C600 - Standard for Installation of Ductile Iron Water Main - Hydrostatic Testing. - E. AWWA C651 - Standards for Disinfecting Water Mains. 1.4 SUBMITTALS FOR INFORMATION - A. Test Reports: Show results and specified requirements. Submit test report form and obtain Engineer's approval prior to conducting any tests. - B. Certificate: Certify that pressure testing, Leakage and cleanliness of water distribution system meets or exceeds requirements of the Dutchess County Department Health. - 1.5 PROJECT RECORD DOCUMENTS - A. Pressure Report: 1. Hydrostatic Test Pressure. 2. Dates and time for start and completion of pressure testing. 3. Pressure results at start and finish of each section tested. 4. Amount of Water Used during testing. - - 179 - - - - B. - - - - C. - - - - 5. Signature of person performing tests and signature of witness. Disinfection report: 1. Type and form of disinfectant used. 2. Date and time of disinfectant injection start and time of completion. 3. Test locations. 4. Initial and final disinfectant residuals (quantity in treated water) in ppm for each outlet tested. 5. Date and time of flushing start and completion. 6. Disinfectant residual after flushing in ppm for each outlet tested. 7. Procedure for neutralizing disinfectant and for discharge of flushed water. 8. Signature of person performing tests and signature of witness. Bacteriological report: 1. Date issued, project name, and testing laboratory name, address, and telephone number. 2. Time and date of water sample collection. 3. Name of person collecting samples. 4. Test locations. 5. Initial and final disinfectant residuals in ppm for each outlet tested. 6. MFT Coliform bacteria test results for each outlet tested. (Other testing methods are not acceptable). 7. Certification that water conforms, or fails to conform, to bacterial standards of Dutchess County Department of Health. - 1.6 QUALITY ASSURANCE A. Perform Work in accordance with AWWA C651 last edition for disinfection of - the distribution system. B. Perform Work in accordance with AWWA C600 last edition for pressure - testing of distribution main. C. Water Treatment Firm: Company specializing in disinfecting potable water - systems specified in this Section with minimum three years experience. D. Testing Firm: Company specializing in testing potable water systems, - approved by the State of New York. E. Submit bacteriologist's signature and authority associated with testing. - 1.7 REGULATORY REQUIREMENTS - - - A. Conform to Dutchess County Department of Health and New York State Department of Environmental Conservation regulations as well as the 180 PART 2 - contract plans for performing the work of this Section. - PRODUCTS - 2.1 DISINFECTION CHEMICALS PART 3 A. Chemicals: AWWA B300, Hypochlorite; AWWA B301, Liquid Chlorine; AWWA B302, ammonium sulfate. - - EXECUTION - 3.1 EXAMINATION A. Verify that piping system has been cleaned, inspected, and pressure tested. Perform initial pressure testing for a minimum of 1 hour and confirm that main test valves do not leak. - - B. Provide and attach required equipment to perform the work of this Section. C. Perform scheduling, pressure testing and disinfecting activity with start-up, testing, adjusting and balancing demonstration procedures, including coordination with related systems. - - 3.2 PRESSURE TESTING A. C. D. Conduct piping tests after thrust blocks have hardened sufficiently and after backfilling trench. - B. Perform pressure testing at 50% above the normal operating pressure of the system and in no case less than 150 PSI for a duration of at least 2 hours. Pressure shall not vary by plus or minus five (5) psi. - - Determine leakage in conformance with AWWA C600 standards, Repair or replace any section not meeting pressure testing requirements and retest until acceptable results are obtained at the sole expense of the Contractor. - The testing shall be performed in sections so as to allow these sections to be put into service if required before completion of the entire length. - - - 181 - - - - 3.3 DISINFECTION TESTING - A. Priorto disinfection, the water main shall be filled to eliminate air pockets and shall be flushed to remove particulates. A flushing velocity of at least 2.5 fUsec shall be obtained in the water main. - B. Perform disinfection testing by injecting treatment disinfectant into piping system. Initial chlorine residual shall not be less than 25 mg/l. - C. Maintain disinfectant in system for 24 hours. At the end of testing, chlorine residual shall not be less than 10 mg/l. - D. Add neutralizing chemical for heavily chlorinated water, as required by New York State Department of Environmental Conservation. - E. Flush, circulate, and clean until required cleanliness is achieved; use existing - water supply. F. Replace permanent system devices removed for disinfection. - G. Determine if testing meets the required disinfection and bacteriological standards. If test results fail to meet required standards, clean water main, - redisinfect and perform testing until satisfactory results are obtained at the Contractor's sole expense. The Contractor shall pay for or provide any supply water required for retesting. - 3.4 FIELD QUALITY CONTROL - A. Test samples in accordance with AWWA C651. - END OF SECTION 02675 - - - - - 182 - SECTION 02923 - LANDSCAPE GRADING PART 1 GENERAL 1.1 SECTION INCLUDES A. Final grade topsoil for finish landscaping. 1.2 RELATED SECTIONS A. Section 02205 - Soil Materials. B. Section 02110 - Site Clearing. C. Section 02225 - Trenching. D. Section 02936 - Seeding. PART 2 PRODUCTS 2.1 MATERIAL A. Topsoil: As specified in Section 02205. PART 3 EXECUTION 3.1 EXAMINATION A. Verify building and trench backfilling have been inspected. B. Verify substrate base has been contoured and compacted. 3.2 SUBSTRATE PREPARATION A. Eliminate uneven areas and low spots. B. Remove debris, roots, branches, stones, in excess of 1 inch in size. - - - - ... - - - ... - - - - - ... - - 183 ... - - - C. Scarify surface to depth of 4 inches where topsoil is scheduled. Scarify in areas where equipment used for hauling and spreading topsoil has compacted subsoil. - 3.3 PLACING TOPSOIL - A. Place topsoil in areas where seeding and planting is required to a nominal depth of 4 inches. Place topsoil during dry weather. - B. Fine grade topsoil to eliminate rough or low areas. Maintain profiles and contour of subgrade. - C. Remove roots, weeds, rocks, and foreign material while spreading. - D. Manually spread topsoil close to plant life, to prevent damage. - E. Lightly compact placed topsoil. F. Remove surplus subsoil and topsoil from site. - G. Leave stockpile area and site clean and raked, ready to receive landscaping. - 3.4 TOLERANCES A. Top of Topsoil: Plus 1 inch. - 3.5 PROTECTION - A. Protect landscaping and other features remaining as final work. B. Protect existing structures, fences, sidewalks, utilities, paving, and curbs. - - END OF SECTION 02923 - - - - 184 - - SECTION 02936 - SEEDING - PART 1 GENERAL - 1.1 SECTION INCLUDES - A. Seeding, mulching and fertilizer. B. Maintenance. - 1.2 RELATED SECTIONS - A. Section 02205 - Soil Materials B. Section 02225- Trenching. - 1.3 DEFINITIONS - A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Mornin~l Glory, Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Bermuda Grass, Johnson Grass, Poison Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel, and Brome Grass. - 1.4 MAINTENANCE DATA - A. Maintenance Data: Include maintenance instructions, cutting method and! maximum grass height; types, application frequency, and recommended! coverage of fertilizer. - 1.5 QUALITY ASSURANCE - A. - Provide seed mixture in containers showing percentage of seed mix, year of production, net weight, date of packaging, and location of packaging. 1.6 REGULATORY REQUIREMENTS - A. Comply with regulatory agencies for fertilizer composition. - - - 185 - - - - 1.7 DELIVERY, STORAGE. AND HANDLING - A. - B. - Deliver grass seed mixture in. sealed containers. Seed in damaged packaging is not acceptable. Deliver fertilized in waterproof bags showing weight, chemical analysis, and name of manufacturer. 1.8 MAINTENANCE SERVICE A. - - PART 2 2.1 SEED - A. - Maintain seeded areas immediately after placement until grass is well established and exhibits a vigorous growing condition for two (2) cuttings. PRODUCTS Furnish clean, fresh, new crop seed mixed in proportion specified for species and variety and conforming to Federal and State standards. 2.2 SEED MIXTURE - A. - Seed Mixture: 1. Kentucky Blue Grass: 2. Creeping Red Fescue Grass: 50 percent (minimum, 95% purity) 50 percent (minimum, 97% purity) 2.3 ACCESSORIES - A. - B. - - C. - PART 3 Mulching Material: Oat or wheat straw, free from weeds, foreign matter detrimental to plant life, and dry. Fertilizer: recommended for grass, with fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil. Composition to be 1 Ib/1 000 sq. ft. (0.45 kg/92.9 sq. m) of actual nitrogen, 4 percent phosphorous, and 2 percent potassium, by weight. Water: Clean, fresh and free of substances or matter, which could inhibit vigorous growth of grass. EXECUTION - 3.1 EXAMINATION A. Verify that prepared soil base is ready to receive the work of this Section. - - 186 - 3.2 FERTILIZING .. A. Apply fertilizer in accordance with manufacturer's instructions. .. B. Apply after smooth raking of topsoil. C. Do not apply fertilizer at same time or with same machine as will be used to apply seed. - D. Mix thoroughly into upper 2 inches of topsoil. .. E. Lightly water to aid the dissipation of fertilizer. - 3.3 SEEDING G. H. - A. Sow seed with spreader or seeding machine. Do not broadcast or drop seed when wind velocity exceeds 5 mph (8 km/h). Evenly distribute seed by sowing equal quantities in two directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged. 2. Do not seed against existing trees. Limit extent of seed to outside edge of planting saucer. .. - B. Sow seed at a total rate of 4 Ib/1000 sq. ft.. - C. Rake seed lightly into top 1/8 inch (3 mm) of soil, roll lightly, and water with fine spray. .. D. Protect seeded areas with slopes exceeding 1 :4 with erosion-control blankets and 1:6 with erosion-control fiber mesh installed and stapled according to manufacturer's written instructions. - E. Protect seeded areas with erosion-control mats where shown on Drawings; install and anchor according to manufacturer's written instructions. - F. Protect seeded areas with slopes not exceeding 1:6 by spreading straw mulch. Spread uniformly at a minimum rate of 2-50 Ib bales per 1000 sqft of area in loose thickness over seeded areas. Spread by hand, blower, or other suitable equipment. Protect seeded areas from hot, dry weather or drying winds by applying straw mulch within 24 hours after completing seeding operations. Soak areas, scatter mulch uniformly to a thickness of 3/16 inch, and roll surface smooth. - - - Do not sow immediately following rain, when ground is too dry, or during windy periods. Seeding shall be done between April 1 and June 1 and between August 15 and October 15. Provide 7 days notification to the .. 187 - - .. .. Engineer and Owner prior to seeding operations. .. 3.4 MAINTENANCE A. Mow grass at regular intervals to maintain at a maximum height of 2-1/2. Do not cut more than 1/3 of grass blade at anyone mowing. .. B. Neatly trim edges and hand clip where necessary. .. C. Immediately remove clippings after mowing and trimming. .. D. Water to prevent grass and soil from drying out. E. Control growth of weeds. .. F. Immediately reseed areas which show bare spots. .. G. Protect seeded areas are necessary during maintenance period. .. END OF SECTION 02936 .. - .. - .. .. .. .. .. 188 .. - SECTION 3100 - CONCRETE FORMWORK - PART 1 GENERAL .. 1.1 SECTION INCLUDES A. Formwork for cast-in-place concrete, with shoring, bracing ad anchorage. .. B. Openings for other work. .. C. Form accessories. D. Form stripping - 1.2 RELATED SECTIONS - A. Section 03200 - Concrete Reinforcement. B. Section 03300 - Cast-in-Place Concrete. .. 1.3 REFERENCES .. A. ACI 301 - Structural Concrete for Buildings. B. ACI 318 - Building Code Requirements for Reinforced Concrete. - C. ACI 347 - Recommended Practice for Concrete Formwork. - D. PS 1 - Construction and Industrial Plywood. 1.4 DESIGN REQUIREMENTS - A. Design, engineer and construct formwork, shoring and bracing to conform to design and code requirements; resultant concrete to conform to required shape, line and dimension. - 1.5 SUBMITTALS FOR REVIEW .. A. Shop Drawings: Indicate pertinent dimensions, materials, bracing, arrangement of joints and ties and items to be placed/embedded. - B. Product Data: Provide data on void form materials and installation requirements. - 1.6 QUALITY ASSURANCE .. 1891 .. - .. .. A. Perform Work in accordance withAWWA 0-103,347,301, and 318, and NYSDOT Standard Specifications. .. 1.7 REGULATORY REQUIREMENTS .. A. Conform to applicable code for design, fabrication, erection and removal of formwork. .. 1.8 DELIVERY, STORAGE AND PROTECTION .. - PART 2 A. Deliver void forms and installation instructions in manufacturer's packaging. B. Store off ground in ventilated and protected manner to prevent deterioration from moisture. PRODUCTS .. 2.1 WOOD FORM MATERIALS .. 2.2 .. A. .. B. .. C. .. 2.3 .. A. .. - B. .. .. .. A. Form materials: At the discretion of the Contractor B. Lumber: At the discretion of the Contractor. PREFABRICATED FORMS Performed Steel Forms: At the discretion of the Contractor. Erect, assemble and strip in accordance with the manufacturer's recommendations. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearances of finished concrete surfaces. Void Forms: Moisture resistant treated paper faces, biodegradable, structurally sufficient to support weight of wet concrete mix until initial set. FORMWORK ACCESSORIES Form Ties: Snap-off type, galvanized fixed metal length, cone type, 2 inch back break dimension, free of defects that could leave holes larger than 1 inch in concrete surface. Form Release Agent: Colorless mineral oil which will not stain concrete, or absorb moisture, or impair natural bonding or color characteristics of coating intended for use on concrete. 190 .. C. Corners: Chamfered, rigid plastic or wood strip type; % x % inch size; maximum possible lengths. .. D. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient stren'gth and character to maintain formwork in place while placing concrete. .... PART 3 EXECUTION .. 3.1 EXAMINATION A. Verify line, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings. .. 3.2 EARTH FORMS .. A. Earth forms are not permitted. .. 3.3 ERECTION - FORMWORK .. A. Erect formwork, shoring and bracing to achieve design requirements, in accordancE~ with requirements of ACI 301. .. B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to over stressing by construction loads. - C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. Permit removal of remaining principal shores. .. D. Align joints and make watertight. Keep form joints to a minimum. E. Obtain approval before framing openings in structural members which are not indicated on Drawings. .. F. Provide chamfer strips on external corners of footings and tank slab. - G. Install void forms in accordance with manufacturer's recommendations. Protect forms from moisture or crushing. - H. Coordinate this section with other sections of work which require attachment of components to formwork. - I. If formwork is placed after reinforcement resulting in sufficient concrete cover over reinforcement, before proceeding, request instructions from Engineer. - - 191 .. .. - - 3.4 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's - recommendations. B. - c. - - 3.5 A. - B. - C. - D. - E. - - F. - 3.6 - A. B. - c. - D. - - - Apply prior to placement of reinforcing steel, anchoring devices, and embedded items. Do not apply form release agent where concrete surfaces will receive applied coverings which are effected by agent. Soak inside surfaces of untreated forms with clean water. Keep surfaces coated prior to placement of concrete. INSERTS, EMBEDDED PARTS, AND OPENINGS Provide formed openings where required for items to be embedded in passing through concrete work. Locate and set in place items which will be cast directly into concrete. Coordinate with work of other sections in forming and placing openings, slots, reg lets, recesses, sleeves, bolts anchors, other inserts, and components of other work. Install accessories in accordance with manufacturer's instructions, straight, level, and plumb. Ensure items are not disturbed during concrete placement. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection. Locate openings at bottom offorms to allow flushing water to drain. Close temporary openings with tight fitting panels, flush with inside face of forms and neatly fitted so joints will not be apparent in exposed concrete surfaces. FORM CLEANING Clean forms as erection proceeds, to remove foreign matter within forms. Clean from formed cavities of debris to placing concrete. Flush with water or use oil free compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. During cold weather, remove ice and snow from within forms. Do not use de-icing salts. Do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure. 192 .. - 3.7 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 301. - 3.8 FIELD QUALITY CONTROL - A. I nspect erected formwork, shoring and bracing to ensure that work is in accordancE~ with formwork design, and that supports, fastenings, wedges, ties, and items arE~ secu re _ 3.9 FORM REMOVAL - A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. ... B. Loosen forms carefully. DO not wedge pry bars, hammers, or tools against finish concrete surfaces. .. C. Store removed forms in manner that surfaces to be in contact with fresh concrete will not be damaged. Discard damaged forms. .. END OF SECTION 3100 .. .. - ... ... - - ... .. 193 ... .. - SECTION 3200 - CONCRETE REINFORCEMENT PART 1 GENERAL .. 1.1 SECTION INCLUDES .. A. Reinforcing steel bars and accessories for cast-in-place concrete. 1.2 RELATED SECTIONS .. A. Section 03100 - Concrete Formwork. .. B. Section 03300 - Cast-in-Place Concrete. 1.3 REFERENCES - A. ACI 301 - Structural Concrete for Buildings. - B. C. .. D. .. E. F. .. G. .. H. I. .. 1.4 - A. .. ACI 318 - Building Code Requirements For Reinforced Concrete. ACI SP-66 - American Concrete Institute - Detailing Manual. ASTM A82 - Cold Drawn Steel Wire for Concrete Reinforcement. ASTM A 184 - Fabricated Deformed Steel Bar Mats for Concrete Reinforcement. ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement. CRSI - Concrete Reinforcing Steel Institute - Manual of Practice. CRSI 63 - Recommended Practice for Placing Reinforcing Bars. CRSI 65 - Recommended Practice for Placing Bar Supports, Specifications and Nomenclature. SUBMITTALS FOR REVIEW Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing steel, bending and cutting schedule, and supporting and spacing devices and trim at openings. - 1.5 SUBMITTALS FOR INFORMATION .. .. .. A. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. 194 .. B. Submit certified copies of mill test report of reinforcement materials analysis. .. 1.6 QUALITY ASSURANCE A. Perform Work in accordance with CRSI 63, 65 and Manual of Practice ACI 301, ACI .. SP-66, ACI 318, and ASTM A 184 B. Design reinforcement under direct supervision of a Profession Structural Engineer lIIIii experienced in design of this work and licensed in the State of New York. PART 2 PRODUCTS .. 2.1 REINFORCEMENT lIIIii A. Reinforcing Steel: ASTM A615, 60 KSI yield grade, deformed billet steel bars. 2.2 ACCESSORIES .. A. The Wire: Minimum 16 gage annealed type .. B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and support of reinforcement during concrete placement conditions including load bearing pad on bottom to prevent vapor barrier puncture. .. 2.3 FABRICATION ... A. Fabricate Concrete reinforcing in accordance with CRSI Manual of Practice, ACI SP-66, ACI 318, and ASTM A184 ... B. Welding or welding to reinforcement shall not be permitted. ... C. Locate reinforcing splices not indicated on drawings at point of minimum stress. Review location of splices with Engineer. .. PART 3 EXECUTION 3.1 PLACEMENT .. A. Place, support and secure reinforcement against displacement. DO not deviate from required position. - B. Do not displace or damage vapor barrier. .. C. Accommodate placement of formed openings. ... 195 ... ... - - D. Maintain minimum concrete cover around reinforcing as follows: - ITEM COVERAGE - Footings Slab 2 inch 2 inch - END OF SECTION 3200 - - - - - - - - - - - - - 196 - lIIIlt SECTION 3300 - CAST -IN-PLACE CONCRETE PART 1 .. GENERAL .. 1.1 SECTION INCLUDES - A. Cast-in-place concrete footings. B. Cast-in-place floors and slabs on grade. - C. Control, expansion and contraction joint devices associated with concrete work, including joint sealants. .. D. Equipment pads, thrust blocks and entrance pads. .. 1.2 RELATED SECTIONS A. Section 02225 - Trenching. .. B. Section 02600 - Restoration and Replacement of Paving and Improvements. - D. Section 02667 - Project Water Mains. 1.3 REFERENCES - A. ACI 211.1 - Selecting Proportions for Normal, Heavyweight, and Mass Concrete. - B. ACI 301 - Structural Concrete for Buildings. C. ACI 302 - Guide for Concrete Floor and Slab Construction. .. E. F. D. ACI 304 - Recommended Practice for Measuring, Mixing, Transporting and Place Concrete. - ACI 305R - Hot Weather Concreting. .. ACI 306R - Cold Weather Concreting. - G. ACI 308 - Standard Practice for Curing Concrete. H. ACI 318 - Building Code Requirements for Reinforced Concrete. - - 197 .. - .. .. 1.4 QUALITY ASSURANCE - A. Perform Work in accordance with ACI 301. B. Acquire cement and aggregate from same source for all work. .. C. Conform to ACI 305R when concreting during hot weather. - D. Conform to ACI 306R when concreting during cold weather. PART 2 - PRODUCTS 2.1 CONCRETE MATERIALS - A. - B. Cement: Type I - Normal, Type II - Moderate, Portland type per NYSDOT specs. Fine and Coarse Aggregates: per NYSDOT specs. - C. Water: Clean and not detrimental to concrete. D. Glass Fiber Reinforcement: ASTM C948. - 2.2 ADMIXTURES A. - B. .. C. - - D. Air Entrainment: ASTM C260 conforming to NYSDOT specs. Chemical: ASTM C494 Type A - Water Reducing, Type B - Retarding, Type D - Water and Retarding, Type F - Water Reducing, High Range or Type G - Water Reducing, High Range and Retarding. Glass Fiber Reinforcement: Alkali resistant glass fiber rovings specifically formulated for use in concrete, with lengths varying from 1-1/2 to 2 inches. All admixtures shall be from the same manufacturer and compatible with each other. - 2.3 ACCESSORIES A. .. B. - C. - - Bonding Agent: Polymer resin emulsion, Polyvinyl Acetate or Latex emulsion. Vapor Retarder: 10 mil thick clear polyethylene film, type recommended for below grading application. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate, 198 cement, water reducing and plasticizing agents: capable of developin~~ minimum compressive strength of 2,400 psi in 48 hours and 7,000 psi in 213 days. D. Waterproofing coating: CIM1 061 as manufactured by CIM Industries Inc., or equivalent. Coating shall be ANSI/NSF61 certified for use in contact with potable water. 2.4 JOINT DEVICES AND FILLER MATERIALS A. Joint Filler Type B: ASTM D1752; Closed cell polyvinyl chloride foam, resiliency recovery of 95 percent if not compressed more than 50 percent of original thickness. B. Construction Joint Devices: Integral galvanized steel, formed to tongue and groove profile, with removable top strip exposing sealant trough, knockout holes spaced at 12 inches, ribbed steel spikes with tongue to fit top screed edge. 2.5 CONCRETE MIX A. B. Mix and deliver concrete in accordance with NYSDOT specs. Select proportions for normal weight concrete in accordance with NYSDOT Specs. 1. The following classes of concrete shall be used. i. Class 4000, minimum 28 day compressive strength of 4000 psi to be used for all reinforced concrete except as specified below. II. Class 3000, minimum 28 day compressive strength of 3000 psi to be used for sidewalks, curbs, thrust blocks, duct and pipE! encasements. III. Class 2000, minimum 28 day compressive strength of 2000 psi to be used as concrete fill where required below base slabs and where shown on the Drawings. C. Proportions for K-Crete shall comply with NYSDOT and Dutchess County Department of Public Work Specifications. D. Use set retarding admixtures during hot weather only when approved by Engineer. 199 - - - .. - - - .. - - liliiii .. - ... liliiii ... ... - - - - PART 3 EXECUTION 3.1 EXAMINATION - A. Verify requirements for concrete cover over reinforcement. - B. Verify that anchors, seats, plates, reinforcement and other items to be cast into concrete are accurately placed, positioned securely, and will not cause - hardship in placing concrete. C. Do not use items of aluminum for mixing, chuting, conveying, forming or - finishing concrete, except magnesium alloy tools may be used for finishing. D. Keep excavation free of water. Do not deposit concrete in water. - E. Hardened concrete, reinforcement, forms and earth which will be in contact with fresh concrete shall be free from frost at the time of concrete placement. - F. Prior to placement of concrete, remove all hardened concrete spillage and foreign materials from the space to be occupied by the concrete. - 3.2 PREPARATION - - - - A. Prepare previously placed concrete by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. B. In locations where new concrete is dowelled to existing work, drill holes in existing work, drill holes in existing concrete, insert steel dowels and pack solid with non-shrink grout. C. Coordinate the placement of joint devices with erection of concrete formwork and placement of form accessories. 3.3 PLACING CONCRETE - - - - - - A. Place concrete in accordance with NYSDOT specs. B. Notify Engineer minimum 24 hours prior to commencement of operations. C. Ensure reinforcement, inserts, embedded parts, formed joints, and sleeves are not disturbed during concrete placement. D. Operation of truck mixers and agitators and discharge limitations shall conform to the requirements of ASTM C 94. E. Do not allow concrete to free fall from more than 4 feet. 200 .., F. Install construction joint devices in coordination with floor slab placement sequence. Set top to required elevations. Secure to resist movement by wet concrete. - - G. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. - H. Place concrete continuously between predetermined expansion, control, and construction joints. .., I. Do not interrupt successive placement; do not permit cold joints to occur. - 3.4 CURING AND PROTECTION A. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. .. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. .. - 3.5 WATERPROOFING A. Apply waterproofing membrane to tanks concrete floor surface in accordance with membrane manufacturer's written instruction. .. 3.6 FIELD QUALITY CONTROL A. - Contractor shall engage and pay for the seNices of an independent testing laboratory. - B. Provide free access to Work and cooperate with appointed firm. - C. Tests of cement and aggregates shall be performed as determined by the Engineer to ensure conformance with specified requirements. - D. Four concrete test cylinders shall be taken for every placement. E. One additional test cylinder shall be taken during cold weather concreting, cured on job site under same conditions as concrete it represents. - F. - One slump test shall be taken for each set of test cylinders taken. - 201 - - - - 3.7 PATCHING A. Allow Engineer to inspect concrete surfaces immediately upon removal of forms. - B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify Engineer upon discovery. - C. Patch imperfections as directed. - 3.8 DEFECTIVE CONCRETE - A. Defective Concrete: Concrete not conforming to required lines, details, dimensions, tolerances or specified requirements. - B. Repair or replacement or defective concrete will be determined by the Engineer and shall be performed by the Contractor at the sole expense of the Contractor. - - END OF SECTION 03300 - - - - - - - - - 202 - - SECTION 03732 - CONCRETE REPAIR - PART 1 - GENERAL - 1.01 SECTION INCLUDES - A. Preparation of concrete and application of repair materials. 1.02 REFERENCES - A. ASTM C 150 - Portland Cement. - B. ASTM C404 - Aggregates for Masonry Grouts. C. ASTM C882 - Bond Strength of Epoxy Resin Systems Used with Concrete.. - D. ASTM C881 - Epoxy Mortar and Hardener. - 1.03 QUALIFICATIONS A. Materials Manufacturer: Company specializing in manufacturing the products specified in this Section with minimum three years documented experience. - - 1.04 DELIVERY, STORAGE, AND HANDLING A. Comply with instructions for storage, shelf life limitations, and handling. - PART 2 - PRODUCTS - 2.01 MANUFACTURERS - A. HIL TI Repair Mortar Product RM 698. B. Substitutions: Permitted. - - - - 203 - - - - 2.02 PATCHING MATERIALS A. - - .. .. - - - - Epoxy Mortar: Two-part epoxy system containing 100 percent solids, meeting the following minimum characteristics: Characteristic Test Method Results Bond Strength ASTM C882 2,700 psi Tensile Strength ASTM 0638 2,000 psi Elongation ASTM 0638 2 percent at 7 days at 70 degrees F Flexural Strength ASTM 0790 8,000 psi Compressive Strength ASTM 0695 6,500 psi B. Bonding Agent: Polyvinyl acetate emulsion, dispersed in water while mixing, non-coagulant in mix, water resistant when cured. C. Portland Cement: ASTM C150, Type 1, grey color. D. Sand: ASTM C404; uniformly graded, clean. E. Water: Clean and potable. - 2.03 MIXING EPOXY MORTARS A. .. B. .. Mix epoxy mortar in accordance with manufacturer's instructions for purpose intended. Mix components in clean equipment or containers; Conform to pot life and workability limits. .. 2.04 MIXING CEMENTITIOUS MATERIALS - - A. Mix cementitious mortar in accordance with manufacturer's instructions for purpose intended. B. Include bonding agent as additive to mix. PART 3 - EXECUTION - 3.01 EXAMINATION - - A. Verify that surfaces are ready to receive work. 204 - - B. Beginning of installation means acceptance of substrate. - 3.02 PREPARATION A. Clean concrete surfaces of dirt, laitance, corrosion, or other contamination; wire brush using water; rinse surface and allow to dry. - B. Flush out cracks and voids with water to remove laitance and dirt. .. c. For areas patched with epoxy mortar, remove broken and soft concrete 1/4 inch deep. Remove corrosion from steel. Clean surfaces mechanically; rinse with water. ... 3.03 REPAIR WORK .. A. Repair concrete with bonding agent and cementitious paste or with epoxy mortar. .. B. Fill voids flush with surface. Apply surface finish. - 3.04 APPLICATION - EPOXY MORTAR A. Trowel apply mortar mix. Tamp into place filling voids at spalled areas. Feather edges to flush surface. .. B. Finish trowel surface to match surrounding area. - 3.05 APPLICATION - CEMENTITIOUS MORTAR - A. Apply coating of bonding agent to damp concrete surfaces. Provide full surface coverage. - B. Apply cementitious mortar by steel trowel. Tamp into place filling voids at spa lied areas. .. C. Cementitious mix with bonding agent as additive does not require damp cure for first 24 hours. .. D. Damp cure cementitious mortar for four days. END OF SECTION 03732 .. - 205 - .. .. .. - - - SECTION 13410 - GLASS-LINED STEEL WATER STORAGE TANK - PART 4 - GENERAL - 4.1 RELATED DOCUMENTS .. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. - 4.2 SUMMARY - A. This Section includes the following: 1. Furnish and erect a Glass-Fused-To-Steel, bolted, steel water storage tank, including foundation, tank structure and tank appurtenances as shown on the contract drawings and described herein. 2. All required labor, materials and equipment shall be included. - - 4.3 QUALIFICATIONS OF TANK SUPPLIER - A. The Engineer's selection of factory applied Glass-Fused-To-Steel, bolt together tank construction for this facility has been predicated upon the design criteria, construction methods specified, and optimum coating for resistance to internal and external tank surface corrosion. Deviations from the specified design, construction or coating details, will not be permitted. B. The tank shall be supplied from a U.S.A. manufacturer specializing in the design, forming, fabrication and erection of factory applied Glass-Fused-To-Steel, bolt together tank systems wholly manufactured and produced in the U.S.A. The manufacturer shall own and operate its production plant to form, fabricate and glass the steel tank at one U.S.A. location. Steel used for the tanks shall be smelted and produced in the U.S.A. .. - - - - C. The tank supplier shall have a minimum of 5 years experience in the manufacture of glass-lined steel water tanks and shall have a minimum of 5 installed tanks for potable water. - - 206 - - - - 4.4 SUBMITTALS - A. Shop Drawings: Show fabrication and installation details for equipment. Include plans, elevations, sections, details, and attachments to other work. Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method offield assembly, components, and location and size of each field connection. - - B. Product Data: Provide material descriptions, dimensions of components. - C. Structural Design Calculations: A complete set of structural calculations shall be provided for the tank structure and foundation. All such submissions shall be signed and stamped by a Registered Professional Engineer licensed in the state of project location, as well as, by a Registered Professional Engineer employed on the tank manufacturer's engineering staff. IIIIIli - D. Other Information Submittals: 1. Manufacturer's installation instructions. - 2. Warrantees - E. Field quality-control test reports. ... 4.5 DELIVERY, STORAGE, AND HANDLING A. Tank components shall be protected from damage until installation. 1. Comply with manufacturer's written instructions for storage and handling of tank components. ... ... PART 5 - PRODUCTS - 5.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply for product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the manufacturers specified. 2. Basis-of-Desiqn Product: Subject to compliance with requirements, provide product indicated on Drawings or specified, or comparable product. ... - - - 207 - - - - - - - 3. Manufacturers: Subject to compliance with requirements, provide products by the manufacturers specified. - 5.2 BASIS OF DESIGN - 5.3 - A. - B. - C. - - - - - .. .. .. - - - A. Aquastore Tank System as manufactured by Engineered Storage Products Company of DeKalb, Illinois. DESIGN CRITERIA Tank Size 1. The factory coated glass-fused-to-steel, bolt together tank shall have a nominal diameter, nominal sidewall height (to roof eave) and nominal capacity as shown on the Contract Drawings. Floor Elevation 1. Finished floor elevation shall be set at elevation as shown on the drawings. Tank Design Standards 1. The materials, design, fabrication and erection of the bolt together tank shall conform to the AWWA Standard for "Factory Coated Bolted Steel Tanks For Water Storage" - ANSI/AWWA D1 03, latest edition. 2. The tank coating system shall conform to ANSI/AWWA D103. 3. The vitreous coating on the tank, bolt head encapsulation material, and joint sealant shall have been approved for listing under ANSI/NSF Standard 61 for Indirect Additives. 4. The tank manufacturer shall be ISO-9001 certified to assure product quality. 5. The tank manufacturer shall undergo an annual FM (Factory Mutual) inspection of their glass-coated, bolted-steel tank factory & provide written proof thereof to assure quality. D. Design Loads 1 . Specific Gravity = 1.0 2. Wind Velocity = 110 mph 3. Force Coefficient, Cf = 0.6 4. Roof Ground Snow Load = 40 psf 5. Seismic per AWWA D103 for Seismic Use Group III, IE = 1.5, and for Soil Site Class C, TL = 6 E. Color 1. Cobalt blue - 208 - 5.4 MATERIALS SPECIFICATIONS A. Plates and Sheets 1. Plates and sheets used in the construction of the tank shell shall comply with the minimum standards of AWWA D1 03. 2. Design requirements for mild strength steel shall be ASTM A 1011 Grade 30 with a maximum allowable tensile stress of 14,566 psi per AWWA 0103. 3. Design requirements for high strength steel shall be ASTM A607 Grade 50 with a maximum allowable tensile stress of 25,400 psi per AWWA D103. 4. The annealing effect created from the glass coated firing process shall be considered in determining ultimate steel strength. In no event shall a yield strength greater than 50,000 psi be utilized for calculations detailed in AWWA D1 03. 5. Multiple vertical bolt line sheets and plates of ASTM A607 Grade 50 only shall be manufactured such that holes are staggered in the vertical bolt lines and that no two adjoining holes are in-line horizontally, except at the center of the sheet or plate. a. Bolt seam design shall generally be in accordance with the requirements of AWWA D103; bolt spacing may be adjusted in the vertical bolt lines to increase the net section and improve joint efficiency to a maximum of 85%. Bolts hot dipped galvanized shall have strength reduced in joint design for reduced annealed strength. b. Double sheeting of tank panels shall not be permitted to achieve structural sidewall thickness requirements. B. Rolled Structural Shapes 1. Material shall conform to minimum standards of ASTM A36 or AIS11010. C. Horizontal Wind Stiffeners 1. Design requirements for intermediate horizontal wind stiffeners shall be of the "web truss" design with extended tail to create multiple layers of stiffener, permitting wind load to transfer around tank. 2. Web truss stiffeners shall be of steel with hot dipped galvanized coating. D. Bolt Fasteners 1. Bolts used in tank lap joints shall be 1/2" - 13 UNC- 2A rolled thread, and shall meet the minimum requirements of AWWA D1 03. 2. Bolt Material a. SAE Grade 2 (1" bolt length) 1) Tensile Strength - 74,000 psi Min. 2) Proof Load - 55,000 psi Min. 3) Allowable shear stress - 18,164 psi (AWWA D1 03). b. SAE grade 8/ASTM A325 (> 1" bolt length) heat treated to: 1) Tensile Strength - 150,000 psi Min. - 209 - - ... - - - .. - - - .. .. - ... .. - - - .. - - - - 2) Proof Load - 120,000 psi Min. 3) Allowable shear stress - 36,818 psi (AWWA 0103). 3. Bolt Finish - Zinc, mechanically deposited. a. 2.0 mils minimum - under bolt head, on shank and threads 4. Bolt Head Encapsulation a. High impact polypropylene co-polymer encapsulation of entire bolt head up to the splines on the shank. b. Natural resin with UV (ultraviolet) light inhibitor. Color to be black. All tank shell bolts shall be installed such that the head portion is located inside the tank, and the washer and nut are on the exterior. All lap joint bolts shall be properly selected such that threaded portions will not be exposed in the "shear plane" between tank sheets. Also, bolt lengths shall be sized as to achieve a neat and uniform appearance. All lap joint bolts shall include a minimum of four (4) splines on the underside of the bolt head at the shank in order to resist rotation during torquing. - - 5. 6. - 7. - - E. Sealants 1. The lap joint sealant shall be a one component, moisture cured, polyurethane compound. The sealant shall be suitable for contact with potable water and meet applicable FDA Title 21 regulations, as well as, ANSI/NSF Additives Standard 61. 2. The sealant shall be used to seal lap joints, bolt connections and sheet edges. The sealant shall cure to a rubber like consistency, have excellent adhesion to the glass coating, have low shrinkage, and be suitable for interior and exterior exposure. 3. Sealant curing rate at 730 F and 50% RH a. Tack-free time: 6 to 8 hours. b. Final cure time: 10 to 12 days. 4. The sealant shall be Engineered Storage Products Company System Sealer No. 98, or approved equal. - - - - - 5.5 A. - GLASS COATING SPECIFICATION - Surface Preparation 1. Following the decoiling and shearing process, sheets shall be steel grit- blasted on both sides to the equivalent of SSPC-10. Sand blasting and chemical pickling of steel sheets is not acceptable. 2. The surface anchor pattern shall be not less than 1.0 mil. 3. These sheets shall be evenly oiled on both sides to protect them from corrosion during fabrication. - B. Cleaning - -210- - - 1. Sheet edges of sidewall and floor plates shall be mechanically rounded and flame coated with stainless steel prior to glass coating. Glass coating of the! sheet edges shall be similar to the flat panel surfaces. The process shall be applied to all four sheet edges, and shall be EDGECOA TTM by Engineered Storage Products Company, or approved equal. 2. After edgecoating and prior to application of the coating system, all sheets. shall be thoroughly cleaned by a caustic wash and hot rinse process followed immediately by hot air drying. 3. Inspection of the sheets shall be made for traces of foreign matter or rust. Any such sheets shall be re-c1eaned or grit-blasted to an acceptable level of quality. C. Coating 1. Coating shall be VITRIUM™ coating technology by Engineered Storage Products Company, or approved equal. 2. All sheets shall be primed with catalytic nickel oxide glass ground-coat on both sides, and then air dried per AWWA 0103 then glassed as follows: a. A coat of milled glass shall be applied to the inside of the sheet and then air dried. This milled glass shall be formulated with titanium dioxide to produce a finished interior surface with optimum toughness. and resistance to conditions normally found in potable water storage tanks. b. A second cover coat of the titanium dioxide formulated milled glass. shall be applied to the interior surface. The finished interior color shalll be white and have a minimum glass thickness of 10 mils. 3. A final cover coat of milled cobalt oxide enhanced (blue) glass shall be! applied to the exterior of the sheet. The finished exterior shall have at minimum glass thickness of 7 mils. 4. The sheets shall then be fired at a minimum temperature of 1500 degrees F in strict accordance with the manufacturer's ISO 9001 quality process controll procedures, including firing time, furnace humidity, temperature control, etc. O. Inspection 1. All coated sheets shall be inspected for minimum glass thickness (Mikrotest or equal). 2. All coated sheets shall be checked for color uniformity by an electronic: colorimeter. 3. An electrical "holiday" detection test shall be performed on the inside surface after fabrication of the sheet. Sheets with any "holidays" shall be rejected. 5.6 ERECTION A. Foundation -211-. - - - - - - - - .. - .. - - .. - - - .. - - .. - 1. The tank foundation shall be designed by the manufacturer to safely sustain the structure and its live loads. Foundation design shall be certified by a New York State licensed Professional Engineer. - B. Tank Floor 1. Concrete Floor a. The floor design shall be reinforced concrete with an embedded glass coated steel starter sheet per AWWA 0103 and the manufacturer's design, and is an integral element of the tank assembly; therefore the tank footing/foundation and floor slab (performed in two separate pours) with embedded starter sheet shall be constructed by the tank supplier using manufacturer trained personnel regularly engaged in this type of tank construction. b. Leveling of the starter ring shall be required and the maximum differential elevation within the ring shall not exceed one-eighth (1/8) inch, nor exceed one-sixteenth (1/16) inch within any ten (10) feet of length. c. A leveling plate assembly, consisting of anchor rods and a plate shall be used to secure the starter ring, prior to encasement in concrete. Installation of the starter ring on concrete blocks or bricks, using shims for adjustment, is not permitted. The foundation with anchor bolts/leveling plates shall be a separate pour from the concrete floor. d. Two water stop seals made of a butyl rubber elastomer special for this application shall be placed on the inside surface of the starter ring below the concrete floor line. These materials shall be installed as specified by the tank manufacturer. 2. Sidewall Structure a. Field erection of the glass-coated, bolted-steel tank shall be in strict accordance with the procedures outlined in the manufacturer's erection manual, and performed by an authorized dealer of the tank manufacturer, regularly engaged in erection of these tanks. b. Specialized erection jacks and building equipment developed and manufactured by the tank manufacturer shall be used to erect the tanks. c. Particular care shall be taken in handling and bolting of the tank panels and members to avoid abrasion of the coating system. Prior to liquid test, all surface areas shall be visually inspected by the Engineer. Defects shall be repaired by the Contractor in accordance with the tank manufacturers written procedures. d. An electrical holiday test shall be performed during erection using a nine (9) volt leak detection device. All electrical leak points found on the inside surface shall be repaired in accordance with manufacturer's published touch up procedure using urethane sealer. 3. Roof - - - - - - - - - - - - - - 212 - - - a. Roof shall be an aluminum dome shaped structure. b. Roof shall be constructed of non-corrugated triangular aluminum panels which are sealed and firmly clamped in an interlocking manner to a fully triangulated aluminum space truss system of wide flange extrusions, thus forming a semi-spherical dome shaped structure. 1) The dome shall be clear-span and designed to be self-supporting from the periphery structure with primary horizontal thrust contained by an integral tension ring. The dome dead weight shall not exceed 3 pounds per square foot of surface area. 2) The dome and tank shall be designed to act as an integral unit. The tank shall be designed to support an aluminum dome roof including all specified live loads. 3) Materials: a) Triangulated space truss: 6061-T6 aluminum struts and gussets. b) Triangular closure panels: .050"t 3003-H16 aluminum sheet. c) Tension ring: 6061-T6 aluminum. d) Fasteners: 7075-T73 anodized aluminum or series 300 stainless steel. e) Sealant and gaskets: silicone rubber. f) Dormers, doors, vents and hatches: 6061-T6, 5086-H34 or 3003-H16 aluminum. c. Roof Vent 1) A properly sized vent assembly in accordance with AWWA D103shall be furnished and installed above the maximum water level of sufficient capacity so that at maximum possible rate of water fill or withdrawal, the resulting interior pressure or vacuum will not exceed 0.5" water column. 2) The overflow pipe shall not be considered to be a tank vent. 3) The vent shall be constructed of aluminum. 4) The vent shall be so designed in construction as to prevent the entrance of birds and/or animals by including an expanded aluminum screen (1/2 inch) opening. An insect screen of 23 to 25 mesh polyester monofilament shall be provided and designed to open should the screen become plugged by ice formation. 4. Appurtenances a. Pipe Connections 1) Where pipe connections are shown to pass through tank panels, they shall be field located, saw cut, (acetylene torch cutting or welding is not permitted), and utilize an interior and exterior flange assembly. Engineered Storage Products Company Sealer No. 98, or approved equal, shall be applied on any cut panel edges or bolt connections. -213-. - - - - - - - - - - - - - - - - - - - - .. 2) Overflow piping shall be 12 inch diameter schedule 80 PVC and shall have a stainless steel mesh screened discharge end. - b. Outside Tank Ladder 1) An outside tank ladder shall be furnished and installed as shown on the contract drawings. - 2) Ladders shall be fabricated of aluminum and utilize grooved, skid- resistant rungs. 3) Safety cage and step-off platforms shall be fabricated of - galvanized steel. 4) A hinged, lockable gate shall be installed atthe base ofthe ladder safety cage to deter unauthorized access to the top of the tank. .. c. Sidewall Access Manway 1) One sidewall access manway shall be provided as shown on the contract drawings in accordance with AWWA D-103. - 2) Such manway shall be a minimum of 24 inches in diameter and shall include a properly designed reinforcing frame and cover plate. A davit to hold the cover plate, when opened, is required - for all tanks. d. Identification Plate A manufacturer's nameplate shall list the tank serial number, tank diameter and height, and maximum design capacity. The - nameplate shall be affixed to the tank exterior sidewall at a location approximately five (5') feet from grade elevation in a position of unobstructed view. - Cathodic Protection e. 1) A passive, sacrificial magnesium anode cathodic protection system shall be furnished and installed in accordance with the - tank manufacturers design. - PART 6 - EXECUTION - 6.1 EXAMINATION ... A. Examine all components for compliance with requirements of this section. 1. Notify the engineer and the manufacturer if equipment does not meet the specifications herein. - B. Examine substrates and conditions for compliance with requirements for installation tolerances and other conditions affecting performance. - C. Proceed with installation only after unsatisfactory conditions have been corrected. .. 6.2 INSTALLATION, GENERAL - 214 - ... ... A. The location of the tank shall be as shown on the Contract Drawings. B. Tank shall be installed in accordance with the manufacturers' installation instructions, and in compliance with all OSHA, local, state, and federal codes and regulations. C. Upon completion of installation, carefully inspect each component and verify that all items have been installed in their proper location, adequately anchored and adjust to achieve optimum operation. 6.3 CLEANING A. After completing installation, inspect unit components. Remove paint splatters and other spots, dirt, and debris. Repair damaged finish to per manufactures standards. 6.4 FIELD TESTING A. Hydrostatic 1. Following completion of erection and cleaning of the tank, the structure shall be tested for liquid tightness by filling tank to its overflow elevation. 2. Hydrostatic testing shall not take place until tank sealant is fully cured (10 to 12 days at 730 F/50% relative humidity). 3. Any leaks disclosed by this test shall be corrected by the erector in accordance with the manufacturer's recommendations. 4. Water required for testing will be furnished by the Owner at the time of tank erection completion at no charge to the Contractor. Disposal of test water will be the responsibility of the Owner. 5. If the tank does not pass the initial leakage test any water required for subsequent leakage tests will be furnished by the Owner and shall be paid for by the Contractor at the water usage rate at that time. Disposal of test water will be the responsibility of the Owner. Costs associated with the disposal shall be paid for by the Contractor. 6. Labor and equipment necessary for tank testing is to be included in the price of the tank. B. Disinfection 1. The tank structure shall be disinfected at the time of testing by chlorination in accordance with AWWA Specification C652 "Disinfection of Water Storage Facilities" utilizing a test method chosen by the Tank Manufacturer to prevent damage to the tank, coating or appurtenances. All testing shall conform to Department of Health requirements. -215- - . - - - - .. .. .. .. .. - - - - - - - - - - - - - .... - - - - - - - - - - - - - - 2. Disinfection shall not take place until tank sealant is fully cured (10 to 12 days at 730 F/50% relative humidity). 3. A water sample shall be collected and analyzed for volatile organics, EPA Method 502.2, and NYSDOH Part 5, Subpart 5-1, Tables 88, SC, SO, and 98, prior to disinfection to confirm that no contaminants are present. 4. Acceptable forms of chlorine for disinfection shall be: a. Liquid chlorine as specified in AWWA C652. b. Sodium hypochlorite as specified in AWWA C652. c. Calcium hypochlorite (HTH) is not acceptable. 5. Under no circumstances shall the chlorine concentration exceed 50 MG/L. 6. Add neutralizing chemical for heavily chlorinated water, as required by the New York State Department of Environmental Conservation.. 6.5 MANUFACTURER'S WARRANTY A. Complete Tank Warranty: 1. The Tank Manufacturer shall warrant that the liquid storage tank shall be free from any defect in material or workmanship provided that the existence of such defect appears within the earlier of one (1) year from the date liquid is first introduced into such tank for storage. The warranty shall specifically reference this date. B. Coating Warranty: 1. The Tank Manufacturer shall also warrant that the coating on the tank will not chip, corrode, spall, or undercut during the period expiring within ten (10) years from the date water is first introduced into such tank for storage. 6.6 INSPECTION A. On or near the one (1) year anniversary date of initial tank use (but not more that 14 months from the date of delivery of tank materials to job site) the Manufacturer's authorized representative shall make a visual inspection ofthe tank interior coating and appurtenances; tank exterior coating and appurtenances; and the immediate area surrounding the tank. A written summary of this inspection shall be filed with the Tank Owner and the Tank Manufacturer. END OF SECTION 13410 -216- - - .. - DIVISION 700 PREVAILING WAGE RATES - - .. .. - - .. - - - - - -217.- - - - - - - - - - - - .. - ... - ... .. - ... - ... - Andrew M. Cuomo, Governor Colleen C. Gardner, Commissioner Town of Wappinger Michael Takacs, Senior Engineer Morris Associates 9 Elks Lane Poughkeepsie NY 12601 Schedule Year Date Requested PRC# 2010 through 2011 04/29/2011 2011003683 Location Project 10# Project Type Town of wappinger 11-001 Demolition of an exisitng 1.1 mil gallon steel water storage tank and replace with a new 1.1 mil glassed line water storage tank PREVAILING WAGE SCHEDULE FOR ARTICLE 8 PUBLIC WORK PROJECT Attached is the current schedule(s) of the prevailing wage rates and prevailing hourly supplements for the project referenced above. A unique Prevailing Wage Case Number (PRC#) has been assigned to the schedule(s) for your project. The schedule is effective from July 2010 through June 2011. All updates, corrections, posted on the 1 st business day of each month, and future copies of the annual determination are available on the Department's website www.labor.state.ny.us. Updated PDF copies of your schedule can be accessed by entering your assigned PRC# at the proper location on the website. It is the responsibility of the contracting agency or its agent to annex and make part, the attached schedule, to the specifications for this project, when it is advertised for bids and lor to forward said schedules to the successful bidder(s), immediately upon receipt, in order to insure the proper payment of wages. Please refer to the "General Provisions of Laws Covering Workers on Public Work Contracts" provided with this schedule, for the specific details relating to other responsibilities of the Department of Jurisdiction. Upon completion or cancellation of this project, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. NOTICE OF COMPLETION I CANCELLATION OF PROJECT Date Completed: Date Cancelled: Name & Title of Representative: Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 WINW .Iabor.state .ny. us. PW 200 PWAsk@labor.state.ny.us .. General Provisions of Laws Covering Workers on Article 8 Public Work Contracts .. Introduction The Labor Law requires public work contractors and subcontractors to pay laborers, workers, or mechanics employed in the performance of a public work contract not less than the prevailing rate of wage and supplements (fringe benefits) in the locality where the work is performed. .. Responsibilities of the Department of Jurisdiction .. A Department of Jurisdiction (Contracting Agency) includes a state department, agency, board or commission: a county, city, town or village; a school district, board of education or board of cooperative educational services; a sewer, water, 'fire, improvement and other district corporation; a public benefit corporation; and a public authority awarding a public work contract. .. The Department of Jurisdiction (Contracting Agency) awarding a public work contract MUST obtain a Prevailing Rate Schedule listing the hourly rates of wages and supplements due the workers to be employed on a public work project. This schedule may be obtained by completing and forwarding a "Request for wage and Supplement Information" form (PW 39) to the Bureau of Public Work. The Prevailing Rate Schedule MUST be included in the specifications for the contract to be awarded and is deemed part of the public work contract. Upon the awarding of the contract, the law requires that the Department of Jurisdiction (Contracting Agency) furnish the following information to the Bureau: the name and address of the contractor, the date the contract was let and the approximate dollar value of the contract. To facilitate compliance with this provision of the Labor Law, a copy of the Department's "Notice of Contract Award" form (PW 16) is provided with the original Prevailing Rate Schedule. The Department of Jurisdiction (Contracting Agency) is required to notify the Bureau of the completion or cancellation of any public work project. The Department's PW 200 form is provided for that purpose. Both the PW 16 and PW 200 forms are available for completion online. Hours .. .. .. ... No laborer, worker, or mechanic in the employ of a contractor or subcontractor engaged in the performance of any public work project shall be permitted to work more than eight hours in any day or more than five days in any week, except in cases of extraordinary emergency. The contractor and the Department of Jurisdiction (Contracting Agency) may apply to the Bureau of Public Work for a dispensation permitting workers to work additional hours or days per week on a particular public work project. There are very few exceptions to this rule. Complete information regarding these exceptions is available on the "4 Day / 10 Hour Work Schedule" form (PW 30R). Wages and Supplements .. .. ... The wages and supplements to be paid and/or provided to laborers, workers, and mechanics employed on a public work project shall be not less than those listed in the current Prevailing Rate Schedule for the locality where the work is performed. If a prime contractor on a public work project has not been provided with a Prevailing Rate Schedule, the contractor must notify the Department of Jurisdiction (Contracting Agency) who in turn must request an original Prevailing Rate Schedule form the Bureau of Public Work. Requests may be submitted by: mail to NYSDOL, Bureau of Public Work, State Office Bldg. Campus, Bldg. 12, Rm. 130, Albany, NY 12240; Fax to Bureau of Public Work (518) 485-1870; or electronically at the NYSDOL website www.labor.state.ny.us. Upon receiving the original schedule, the Department of Jurisdiction (Contracting Agency) is REQUIRED to provide complete copies to all prime contractors who in turn MUST, by law, provide copies of all applicable county schedules to each subcontractor and obtain from each subcontractor, an affidavit certifying such schedules were received. If the original schedule expired, the contractor may obtain a copy of the new annual determination from the NYSDOL website www.labor.state.ny.us. The Commissioner of Labor makes an annual determination of the prevailing rates. This determination is in effect from July 1 st through June 30th of the following year. The annual determination is available on the NYSDOL website www.labor.state.ny.us. _. ... ... - Payrolls and Payroll Records Every contractor and subcontractor MUST keep original payrolls or transcripts subscribed and affirmed as true under penalty of perjury. Payrolls must be maintained for at least three (3) years from the project's date of completion. At a minimum, payrolls must show the following information for each person employed on a public work project: Name, Address, Last 4 Digits of Social Security Number, Classification(s) in which the worker was employed. Hourly wage rate(s) paid, Supplements paid or provided, and Daily and weekly number of hours worked in each classification. - .. .. .. - Every coni!"actor and s~bcontractor shall submit t'? the Department of Jurisdiction (Contracting Agency), within thirty (30) days after Issuance of Its first payroll and every thirty (30) days thereafter, a transcript of the original payrolls, subscribed and affirmed as true under penalty of pe~ury. The Department of Jurisdiction (Contracting Agency) shall collect review for facial validity, and maintain such payrolls. ' In addition, the .Com!TI.issioner of Labor may re~uire contract?rs to furnish, with ten (10) days of a request, payroll records sworn to as their ,:,al~dlty and accuracy for public work and pnvate. work. Payroll records include, by are not limited to time cards, work descnptlon sheets, proof that supplements were provided, cancelled payroll checks and payrolls. Failure to provide the requested information within the allotted ten (10) days will result in the withholding of up to 25% of the contract, not to exceed $100,000.00. If the contractor or subcontractor does not maintain a place of business in New York State ~nd the amount of the contract exceeds $25,000.00, payroll records and certifications must be kept on the project workslte. - - - The prime contractor is responsible for any underpayments of prevailing wages or supplements by any subcontractor. All contractors or their subcontractors shall provide to their subcontractors a copy of the Prevailing Rate Schedule specified in the public work contract as well as any subsequently issued schedules. A failure to provide these schedules by a contractor or subcontractor is a violation of Article 8, Section 220-a of the Labor Law. All subcontractors engaged by a public work project contractor or its subcontractor, upon receipt of the original schedule and any subsequently issued schedules, shall provide to such contractor a verified statement attesting that the . subcontractor has received the Prevailing Rate Schedule and will payor provide the applicable rates of wages and supplements specified therein. (See NYS Labor Laws, Article 8 . Section 220-a). Determination of Prevailing Wage and Supplement Rate Updates Applicable to All Counties - - - The wages and supplements contained in the annual determination become effective July 1 st whether or not the new determination has been received by a given contractor. Care should be taken to review the rates for obvious errors. Any corrections should be brought to the Department's attention immediately. It is the responsibility of the public work contractor to use the proper rates. If there is a question on the proper classification to be used, please call the district office located nearest the project. Any errors in the annual determination will be corrected and posted to the NYSDOL website on the first business day of each month. Contractors are responsible for paying these updated rates as well, retroactive to July 1 st. When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. To the extent possible, the Department posts rates in its possession that cover periods of time beyond the July 1 st to June 30th time frame covered by a particular annual determination. Rates that extend beyond that instant time period are informational ONLY and may be updated in future annual determinations that actually cover the then appropriate July 1 st to June 30th time period. - - - Withholding of Payments - When a complaint is filed with the Commissioner of Labor alleging the failure of a contractor or subcontractor to payor provide the prevailing wages or supplements, or when the Commissioner of Labor believes that unpaid wages or supplements may be due, payments on the public work contract shall be withheld from the prime contractor in a sufficient amount to satisfy the alleged unpaid wages and supplements, including interest and civil penalty, pending a final determination. - When the Bureau of Public Work finds that a contractor or subcontractor on a public work project failed to payor provide the requisite prevailing wages or supplements, the Bureau is authorized by Sections 220-b and 235.2 of the Labor Law to so notify the financial officer of the Department of Jurisdiction (Contracting Agency) that awarded the public work contract. Such officer MUST then withhold or cause to be withheld from any payment due the prime contractor on account of such contract the amount indicated by the Bureau as sufficient to satisfy the unpaid wages and supplements, including interest and any civil penalty that may be assessed by the Commissioner of Labor. The withholding continues until there is a final determination of the underpayment by the Commissioner of Labor or by the court in the event a legal proceeding is instituted for review of the determination of the Commissioner of Labor. - .. The Department of Jurisdiction (Contracting Agency) shall comply with this order of the Commissioner of Labor or of the court with respect to the release of the funds so withheld. Summary of Notice Posting Requirements - The current Prevailing Rate Schedule must be posted in a prominent and accessible place on the site of the public work project. The prevailing wage schedule must be encased in, or constructed of, materials capable of withstanding adverse weather conditions and be titled "PREV AI LING RATE OF WAGES" in letters no smaller than two (2) inches by two (2) inches. - The "Public Work Project" notice must be posted at the beginning of the performance of every public work contract, on each job site. - - Every employer providing workers. compensation ~nsurance ~nd disabi!ity benefits must po~t nC?tices of such coverage in the format prescribed by the Workers. Compensation Board In a conspIcuous place on the jobslte. Every employer subject to the NYS Hum<l:n Rights Law must ~~~picuously post ~t its offices, places of employment, or employment training centers, notices furnished by the State DIvIsion of Human Rights. Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices fumished by the NYS Department of Labor. Apprentices Employees cannot be paid apprentice rates unless they are individually registered in a program registered with the NYS Commissioner of Labor. The allowable ratio of apprentices to journeyworkers in any craft classification can be no grealter than the statewide building trade ratios promulgated by the Department of Labor and included with the Prevailing Rate Schedule. An employee listed on a payroll as an apprentice who is not registered as above or is performing work outside the classification of work for which the apprentice is indentured, must be paid the prevailing journeyworker's wage rate for the classification of work the employee is actually performing. NYSDOL Labor Law, Article 8, Section 220-3, require that only apprentices individually registered with the NYS Department of Labor may be paid apprenticeship rates on a public work project. No other Federal or State Agency of office registers apprentices in New York State. Persons wishing to verify the apprentice registration of any person must do so in writing by mail, to the NYSDOL Office of Employability Development / Apprenticeship Training, State Office Bldg. Campus, Bldg. 12, Albany, NY 12240 or by Fax to NYSDOL Apprenticeship Training (518) 457-7154. All requests for verification must include the name and social security number of the person for whom the information is requested. The only conclusive proof of individual apprentice registration is written verification from the NYSDOL Apprenticeship Training Albany Central office. Neither Federal nor State Apprenticeship Training offices outside of Albany can provid,e conclusive registration information. It should be noted that the existence of a registered apprenticeship program is not conclusive proof that any person is registered in that program. Furthermore, the existence or possession of wallet cards, identification cards, or copies of state forms is not conclusive proof of the registration of any person as an apprentice. Interest and Penalties In the event that an underpayment of wages and/or supplements is found: Interest shall be assessed at the rate then in effect as prescribed by the Superintendent of Banks pursuant to section 14-a of the Banking Law, per annum from the date of underpayment to the date restitution is made. _ A Civil Penalty may also be assessed, not to exceed 25% of the total of wages, supplements, and interest due. Debarment Any contractor or subcontractor and/or its successor shall be ineligible to submit a bid on or be awarded any public work contract or subcontract with any state, municipal corporation or public body for a period of five (5) years when: _ Two (2) willful determinations have been rendered against that contractor or subcontractor and/or its successor within any consecutive six (6) year period. _ There is any willful determination that involves the falsification of payroll records or the kickback of wages or supplements. Criminal Sanctions Willful violations of the Prevail ing Wage Law (Article 8 of the Labor Law) may be a felony punishable by fine or imprisonment of up to 15 years, or both. Discrimination No employee or applicant for employment may be discriminated against on account of age, race, creed, color, national origin, sex, disability or marital status. No contractor, subcontractor nor any person acting on its behalf, shall by reason of race, creed, color, disability, sex or national origin discriminate against any citizen of the State of New York who is qualified and available to perform the work to which the employment relates (NYS Labor Law, Article 8, Section 220-e(a)). No contractor, subcontractor, nor any person acting on its behalf, shall in any manner, discriminate against or intimidate any employee on account of race, creed, color, disability, sex, or national origin (NYS Labor Law, Article 8, Section 2:W- e(b) ). .. - .. .. .. .. .. .. .. .. .. .. - .. - .. - - - - - The Human Rights Law also prohibits discrimination in employment because of age, marital status, or religion. There may be deducted from the amount payable to the contractor under the contract a penalty of $50.00 for each calendar day during which such person was discriminated against or intimidated in violation of the provision of the contract (NYS Labor Law, Article 8, Section 220-e(c) ). - - The contract may be cancelled or terminated by the State or municipality. All monies due or to become due thereunder may be forfeited for a second or any subsequent violation of the terms or conditions of the anti-discrimination sections of the contract (NYS Labor Law, Article 8, Section 220-e(d) ). Every employer subject to the New York State Human Rights Law must conspicuously post at its offices, places of employment, or employment training centers notices fumished by the State Division of Human Rights. Workers' Compensation - In accordance with Section 142 of the State Finance Law, the contractor shall maintain coverage during the life of the contract for the benefit of such employees as required by the provisions of the New York State Workers' Compensation Law. - - A contractor who is awarded a public work contract must provide proof of workers' compensation coverage prior to being allowed to begin work. The insurance policy must be issued by a company authorized to provide workers' compensation coverage in New York State. Proof of coverage must be on form C-105.2 (Certificate of Workers' Compensation Insurance) and must name this agency as a certificate holder. If New York State coverage is added to an existing out-of-state policy, it can only be added to a policy from a company authorized to write workers' compensation coverage in this state. The coverage must be listed under item 3A of the information page. The contractor must maintain proof that subcontractors doing work covered under this contract secured and maintained a workers' compensation policy for all employees working in New York State. Every employer providing worker's compensation insurance and disability benefits must post notices of such coverage in the format prescribed by the Workers' Compensation Board in a conspicuous place on the jobsite. - - - Unemployment Insurance Employers liable for contributions under the Unemployment Insurance Law must conspicuously post on the jobsite notices - fumished by the New York State Department of Labor. - - .. - - - - - ... Andrew M. Cuomo, Govemor - Colleen C. Gardner, Commissioner - Town of Wappinger Michael Takacs, Senior Engineer Morris Associates 9 Elks Lane poughkeepsie NY 12601 Schedule Year Date Requested PRC# 2010 through 2011 04/29/2011 2011003683 ... ... Location Project ID# Project Type Town of wappinger 11-001 Demolition of an exisitng 1.1 mil gallon steel water storage tank and replace with a new 1.1 mil glassed line water storage tank ... Notice of Contract Award New York State Labor Law, Article 8, Section 220.3a requires that certain information regarding the awarding of public work contracts, be furnished to the Commissioner of Labor. One "Notice of Contract Award" (PW 16, which may be photocopied), MUST be completed for EACH prime contractor on the above referenced project. Upon notifying the successful bidder(s) of this contract, enter the required information and mail OR fax this form to the office shown at the bottom of this notice, OR fill out the electronic version via the NYSDOL website. - - ... Contractor Information All information must be supplied .. Federal Employer Identification Number. ... Name: Address: ... City: Zip: - State: Amount of Contract: $ Approximate Completion Date: I Contract Type: [] (01) General Construction [] (02) HeatingNentilation [] (03) Electrical [] (04) Plumbing [] (05) Other : - Approximate Starting Date: I - .. Phone: (518) 457-5589 Fax: (518) 485-1870 W. Averell Harriman State Office Campus, Bldg. 12, Room 130, Albany, NY 12240 ... www.labor.state.ny.us. PW16 PWAsk@labor.state.ny.us ... .. - - - IMPORTANT NOTICE .. - FOR - CONTRACTORS & CONTRACTING AGENCIES - - - Social Security Numbers on Certified Payrolls - - The Department of Labor is cognizant of the concerns of the potential for misuse or inadvertent disclosure of social security numbers. Identity theft is a growing problem and we are sympathetic to contractors' concerns with regard to inclusion of this information on payrolls if another identifier will suffice. - For these reasons, the substitution of the use of the last four diqits of the social security number on certified payrolls submitted to contracting agencies on public work projects is now acceptable to the Department of Labor. - - NOTE: This change does not affect the Department's ability to request and receive the entire social security number from employers during the course of its public work I prevailing wage investigations. - - - - - .. To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND .. Budget Policy & Reporting Manual - 8-610 .. Public Work Enforcement Fund IlII effective date December 7, 2005 - 1. Purpose and Scope: - This Item describes the Public Work Enforcement Fund (the Fund, PWEF) and its relevance to State agencies and public benefit corporations engaged in construction or reconstruction contracts, maintenance and repair, and announces the recently-enacted increase to the percentage of the dollar value of such contracts that must be deposited into the Fund. This item also describes the roles of the following entities with respect to the Fund: - IlII New York State Department of Labor (DOL), The Office of the State of Comptroller (OSe), and State agencies and public benefit corporations. IlII 2. Background and Statutory References: DOL uses the Fund to enforce the State's Labor Law as it relates to contracts for construction or reconstruction as defmed in subdivision two of Section 220 of the Labor Law. State agencies and public benefit corporations participating in such contracts are required to make payments to the Fund. - - Chapter 511 of the Laws of 1995 (as amended by Chapter 513 of the Laws of 1997, Chapter 655 of the Laws of 1999, Chapter 376 of the Laws of 2003 and Chapter 407 of the Laws of 2005) established the Fund. - 3. Procedures and Agency Responsibilities: - The Fund is supported by transfers and deposits based on the value of contracts for construction and reconstruction, as defined in subdivision two of Section 220 of the Labor Law, into which all State agencies and public benefit corporations enter. .. Chapter 407 of the Laws of2005 increased the amount required to be provided to this fund to .10 of one-percent of the total cost of each such contract, to be calculated at the time agencies or public benefit corporations enter into a new contract or if a contract is amended. The provisions of this bill became effective August 2,2005. IlII IlII IlII .. - - To all State Departments, Agency Heads and Public Benefit Corporations IMPORTANT NOTICE REGARDING PUBLIC WORK ENFORCEMENT FUND - OSC will report to DOL on all construction-related ("D") contracts approved during the month, including contract amendments, and then DOL will bill agencies the appropriate assessment monthly. An agency may then make a determination if any of the billed contracts are exempt and so note on the bill submitted back to DOL. For any instance where an agency is unsure if a contract is or is not exempt, they can call the Bureau of Public Work at the number noted below for a determination. Payment by check or journal voucher is due to DOL within thirty days from the date of the billing. DOL will verify the amounts and forward them to OSC for processing. - - - For those contracts which are not approved or administered by the Comptroller, monthly reports and payments for deposit into the Public Work Enforcement Fund must be provided to the Administrative Finance Bureau at the DOL within 30 days of the end of each month or on a payment schedule mutually agreed upon with DOL. Reports should contain the following information: Name and billing address of State agency or public benefit corporation; State agency or public benefit corporation contact and phone number; Name and address of contractor receiving the award; Contract number and effective dates; Contract amount and PWEF assessment charge (if contract amount has been amended, reflect increase or decrease to original contract and the adjustment in the PWEF charge); and Brief description of the work to be performed under each contract. - - - - - Checks and Journal Vouchers, payable to the "New York State Department of Labor" should be sent to: - Department of Labor Administrative Finance Bureau-PWEF Unit Building 12, Room 464 State Office Campus Albany, NY 12240 - - Any questions regarding billing should be directed to NYSDOL's Administrative Finance Bureau-PWEF Unit at (518) 457-3624 and any questions regarding Public Work Contracts should be directed to the Bureau of Public Work at (518) 457-5589. - - - - - - .. NEW LEGISLATION .. Required Posting For Labor Law Article 25-B ~ 861-d .. .. .. Construction Industry Fair Play Act .. III . Construction industry employers must post the "Construction Industry Fair Play Act" notice in a prominent and accessible place on the job site. lIIIIi III . Failure to post the notice can result in penalties of up to $1,500 for a first offense and up to $5,000 for a second offense. lIIIIi .. · The posting is included as part of this wage schedule. Additional copies may be obtained from the NYS DOL website, www.labor.ny.gov. .. ... .. If you have any questions concerning the Fair Play Act, please call the State Labor Department toll-free at 1-866-435-1499 or email us at: do l.misclassified@labor.state.ny.us . III ... .. III .. New York State Department of Labor Required Notice under Article 25-8 of the Labor Law - ATTENTION ALL EMPLOYEES, CONTRACTORS AND SUBCONTRACTORS: YOU ARE COVERED BY THE CONSTRUCTION INDUSTRY FAIR PLAY ACT The law says that you are an employee unless: · You are free from direction and control in performing your job AND · You perform work that is not part of the usual work done by the business that hired you AND · You have an independently established business Your employer cannot consider you to be an independent contractor unless all three of these facts apply to your work. - - - - IT IS AGAINST THE LAW FOR AN EMPLOYER TO MISCLASSIFY EMPLOYEES AS INDEPENDENT CONTRACTORS OR PAY EMPLOYEES OFF-THE-BOOKS. - Employee rights. If you are an employee: · You are entitled to state and federal worker protections such as o unemployment benefits, if unemployed through no fault of your own, able to work, and otherwise qualified o workers' compensation benefits for on-the-job injuries o payment for wages earned, minimum wage, and overtime (under certain conditions) o prevailing wages on public work projects o the provisions of the National Labor Relations Act and o a safe work environment · It is a violation of this law for employers to retaliate against anyone who asserts their rights under the law. Retaliation subjects an employer to civil penalties, a private lawsuit or both. - - - Independent Contractors: If you are an independent contractor: · You must pay all taxes required by New York State and Federal Law. - Penalties for paying off-the-books or improperly treating employees as independent contractors: - . Civil Penalty First Offense: up to $2,500 per employee. Subsequent Offense(s): up to $5,000 per employee. - · Criminal Penalty First Offense: Misdemeanor - up to 30 days in jail, up to a $25,000 fine and debarment from performing Public Work for up to one year. Subsequent Offense(s): Misdemeanor - up to 60 days in jail, up to a $50,000 fine and debarment from performing Public Work for up to 5 years. ... - If you have questions about your employment status or believe that your employer may have violated your rights and you want to file a complaint, call the Department of Labor at 1(866)435-1499 or send an email todol.misclassified@labor.state.nv.us. All complaints of fraud and violations are taken seriously and you can remain anonymous. ... Employer Name: - IA 999 (09/10) .... - ... ... NEW LEGISLATION .. Effective February 24, 2008 IIIIii WORKER NOTIFICATION - A9052 - 86240 - II1II This provision is an addition to the existing prevailing wage rate law, Labor Law ~220, paragraph a of subdivision 3-a. It requires contractors and subcontractors to provide written notice to all laborers, workers or mechanics of the prevailing wage rate for their particular job classification on each pay stub*. It also requires contractors and subcontractors to post a notice at the beginning of the performance of every public work contract on each job site that includes the telephone number and address for the Department of Labor and a statement informing laborers, workers or mechanics of their right to contact the Department of Labor if he/she is not receiving the proper prevailing rate of wages and/or supplements for his/her particular job classification. The required notification will be provided with each wage schedule, may be downloaded from our website www.labor.state.nv.us or made available upon request by contacting the Bureau of Public Work at 518-457-5589. - .... III - .. .. - .. .... ... * In the event that the required information will not fit on the pay stub, an accompanying sheet or attachment of the information will suffice. .. .. . - - - - THIS IS A: PUBLIC WORK - - PROJECT - If you are employed on this project as a worker, laborer, or mechanic you are entitled to - receive the prevailing wage and supplements rate for the classification at which you are working. - Chapter 629 of These wages are set by law and must be posted the Labor Laws at the work site. They can also be found at: - of 2007: www.labor.nV.Qov - If you feel that you have not received proper wages or benefits, please call our nearest office.* - Albany (518) 457-2744 Patchogue (631) 687-4886 Binghamton (607) 721-8005 Rochester (585) 258-4505 Buffalo (716) 847-7159 Syracuse (315) 428-4056 - Garden City (516) 228-3915 Utica (315) 793-2314 New York City (212) 775-3568 White Plains (914) 997-9507 Newburgh (845) 568-5398 - - * For New York City government agency construction projects, please contact the Office of the NYC Comptroller at (212) 669-4443, or www.comptroller.nvc.Qov - click on Bureau of Labor Law. - Contractor Name: - Project Location: PW 101 (1.11) - - - - NEW LEGISLATION - Effective July 18, 2008 - OSHA to-hour Construction Safety and Health Course - St537-A .. .. This provision is an addition to the existing prevailing wage rate law, Labor Law S220, section 220-h. It requires that on all public work projects of at least $250,000.00, all laborers, workers and mechanics working on the site, be certified as having successfully completed the OSHA 10-hour construction safety and health course. n further requires that the advertised bids and contracts for every public work contract of at least $250,000.00, contain a provision of this requirement. .. .. .. ... .. ... NOTE: The OSHA 10 Legislation does not apply to projects advertised for bid prior to July 18, 2008 AND only applies to workers on a public work project that are required under Article 8 to receive the prevailing wage. - - - Rules and regulations will be promulgated and posted on the NYSDOL website www.labor.state.ny.us when finalized. .. .. Page 1 of2 .. - - - Where to find OSHA to-hour Construction Course - - 1. NYS Department of Labor website for scheduled outreach training at: www.labor.state.nv.us/workerprotection/safetyhealth/DOSH ONSITE CONSULT A nON.shtm - 2. OSHA Training Institute Education Centers: - Rochester Institute of Technology OSHA Education Center Rochester, NY Donna Winter - Fax (585) 475-6292 e-mail: dlwtpo@rit.edu (866) 385-7470 Ext. 2919 www.rit.edu/-outreachlcourse.php3 ?CourseID=54 - - Atlantic OSHA Training Center UMDNJ - School of Public Health Piscataway, NJ Janet Crooks Fax (732) 235-9460 e-mail: crooksie@umdni.edu (732) 235-9455 https://ophp.umdni .edu/wconnect!ShowSchedule.awp?---DROUP- AOTCON-l 0- - - - - Keene State College Manchester, NH Leslie Singleton e-mail: lsingletin@keene.edu (800) 449-6742 www.keene.edu/courses/print!courses osha.cfm .. - - - 3. List of trainers and training schedules for OSHA outreach training at: www.OutreachTrainers.org Page 2 of2 - - .. .. Requirements for OSHA 10 Compliance .. Chapter 282 of the Laws of 2007, codified as Labor Law 220-h will take effect on July 18, 2008. The statute provides as follows: .. The advertised specifications for every contract for public work of $250,000.00 or more must contain a provision requiring that every worker employed in the performance of a public work contract shall be certified as having completed an OSHA 10 safety training course. The clear intent of this provision is to require that all employees of public work contractors receive such training "prior to the performing any work on the project." .. .. The Bureau will enforce the statute as follows: All contractors and sub contractors must attach a copy of proof of completion of the OSHA 10 course to the first certified payroll submitted to the contracting agency and on each succeeding payroll where any new or additional employee is first listed. .. .. Proof of completion may include but is not limited to: . copies of bona fide course completion card; . training roster, attendance record of other documentation from the certified trainer pending the issuance of the card. . other valid proof - - ** A certification by the employer attesting that all employees have completed such course is not sufficient proof that the course has been completed. - - Any questions regarding this statute may be directed to the New York State Department of Labor, Bureau of Public Work at 518-485-5696. - - - .. .. Page 1 of 1 - .. - - WICKS Reform 2008 - (For all contracts advertised or solicited for bid on or after 7/1/08) - - . Raises the threshold for public work projects subject to the Wicks Law requiring separate specifications and bidding for the plumbing, heating and electrical work. The total project's threshold would increase from $50,000 to: $3 million in Bronx, Kings, New York, Queens and Richmond counties; $1.5 million in Nassau, Suffolk and Westchester counties; and $500,000 in all other counties. - . For projects below the monetary threshold, bidders must submit a sealed list naming each subcontractor for the plumbing, HVAC and electrical work and the amount to be paid to each. The list may not be changed unless the public owner finds a legitimate construction need, including a change in speCifications or costs or use of a Project Labor Agreement (PLA), and must be open to public inspection. - - - . Allows the state and local agencies and authorities to waive the Wicks Law and use a PLA if it will provide the best work at the lowest possible price. If a PLA is used. all contractors shall participate in apprentice training programs in the trades of work it employs that have been approved by the Department of Labor (DOL) for not less than three years. They shall also have at least one graduate in the last three years and use affirmative efforts to retain minority apprentices. PLA's would be exempt from Wicks, but deemed to be public work subject to prevailing wage enforcement. - - - . The Commissioner of Labor shall have the power to enforce separate specification requirements on projects, and may issue stop-bid orders against public owners for non-compliance. - . Other new monetary thresholds, and similar sealed bidding for non-Wicks projects, would apply to certain public authorities including municipal housing authorities, NYC Construction Fund, Yonkers Educational Construction Fund, NYC Municipal Water Finance Authority, Buffalo Municipal Water Finance Authority, Westchester County Health Care Association, Nassau County Health Care Corp., Clifton-Fine Health Care Corp.. Erie County Medical Center Corp., NYC Solid Waste Management Facilities, and the Dormitory Authority. - - . Reduces from 15 to 7 days the period in which contractors must pay subcontractors. - - - - - - IMPORTANT INFORMATION .. Regarding Use of Form PW30R - "Employer Registration for Use of 4 Day /10 Hour Work Schedule" .. .. To use the '4 Dav /10 Hour Work Schedule': ... There MUST be a Dispensation of Hours (PW30) in place on the project - - AND ... You MUST register your intent to work 4/ 10 hour days, by completing the PW30R Form. - REMEMBER... The '4 Day /10 Hour Work Schedule' applies ONLY to Job Classifications and Counties listed on the PW30R Form. - - Do not write in any additional Classifications or Counties. - (Please note: For each Job Classification check the individual wage schedule for specific details regarding their 4/10 hour day posting.) - .. .. PW30R-Notice (03.11) NYSDOL Bureau of Public Work 1 of 1 .. .. - ... Instructions for Completing Form PW30R - "Employer Registration for Use of 4 Day / 10 Hour Work Schedule" Before completing Form PW30R check to be sure ... - · There is a Dispensation of Hours in place on the project. - · The 4 Day /10 Hour Work Schedule applies to the Job Classifications you will be using. - · The 4 Day /10 Hour Work Schedule applies to the County / Counties where the work will take place. Instructions (Type or Print legibly): - Contractor Information: · Enter the Legal Name of the business, FEIN, Street Address, City, State, Zip Code; the Company's Phone and Fax numbers; and the Company's email address (if applicable) - · Enter the Name of a Contact Person for the Company along with their Phone and Fax numbers, and the personal email address (if applicable) - Proiect Information: · Enter the Prevailing Rate Case number (PRC#) assigned to this project - . . - . - . Enter the Project Name / Type (i.e. Smithtown CSD - Replacement of HS Roof) Enter the Exact Location of Project (i.e. Smithtown HS, 143 County Route #2, Smithtown,NY; Bldgs. 1 & 2) If you are a Subcontractor, enter the name ofthe Prime Contractorfor which you work - On the Checklist of Job Classifications - o Go to pages 2 and 3 of the form o Place a checkmark in the box to the right of the Job Classification you are choosing o Mark all Job Classifications that apply ***00 not write in any additional Classifications or Counties. *** - Requestor Information: · Enter the name of the person submitting the registration, their title with the company, and the date the registration is filled out - - Return Completed Form: · Mail the completed PW30R form (3 pages) to: NYSDOL Bureau of Public Work, SOBC - Bldg.12- Rm.130, Albany, NY 12240 -DR- · Fax the completed PW30R form (3 pages) to: NYSDOL Bureau of Public Work at (518)485-1870 - PW30R-lnstructions (03.11) NYSDOL Bureau of Public Work lofl - .. New York State Department of Labor Bureau of Public Work W. Averell Harriman State Office Campus Building 12 - Room 130 Albany, New York 12240 Phone - (518) 457-5589 Fax - (518) 485-1870 - - 1.~m'p19i~lR~~is,ft~ti~:nE!orQ~~j;9ftt,~~Y!ijqta9~rW9r~,~~lj~~91~1 - Before completing Form PW30R check to be sure ... There is a Dispensation of Hours in place on the project. The 4 Day /10 Hour Work Schedule applies to the Job Classifications you will be using. The 4 Day /10 Hour Work Schedule applies to the County / Counties where the work will take place. - - Please Type or Print the Requested Information When completed ... Mail to NYSDOL Bureau of Public Work, SOBC, Bldg. 12, Rm.130, Albany, NY 12240 -or- Fax to NYSDOL Bureau of Public Work at (518) 485-1870 - .. I ContractOr- Information .' 1 Company Name: FEIN: .. Address: .. Zip Code: City: State: Phone Number Fax Number: Email Address: .. Contact Person: Email: .. Phone No: Fax No: I Project Information - Project PRC#: Exact Location of Project: Project NamefType: County: - (If you are Subcontractor) Prime Contractor Name: - Job C1assification(s) to Work 4/1 0 Schedule: (Choose all that aoolv on Job Classification Checklist - Pages 2 & 3) *** Do not write in any additional Classifications or Coun ties *** I Requa"star Information Name: Title: PW-30R (03-11) !III - - - - - - - - - - - - - - - - - - Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) *** Do not write in any additional Classifications or Counties*** Oo',~ li~ti~ijfi~~~~i ,>loJf~.~~o~~IM'1e~i;'f~:~f:~~~~~~~'ii~~~~~~~'"~r~~+~~(o~c .0'5;0" '0 ,+';c; >,ec Check 0"'<' 0"'" ''',C,'," 'c !o~':~' Electrician 25m Nassau, Suffolk D Cayuga, Chenango, Cortland, Herkimer, Madison, Oneida, D Electrician 43 Onondaga, Oswego, Otsego, Tompkins, Wayne Electrician 840Teledata Cayuga, Onondaga, Ontario, Seneca, Wayne, Yates D Genesee, Livingston, Monroe, Ontario, Orleans, Wayne, D Electrician 86 Wyoming Electrician Lineman 1049Line/Gas Nassau, Suffolk D Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, D Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Electrician Lineman 1249a Ulster, Warren, Washington, Wayne, Wyoming, Yates Columbia, Delaware, Dutchess, Greene, Orange, Putnam, D Elevator Constructor 138 Rockland, Sullivan, Ulster, Westchester Allegany, Cattaraugus, Chautauqua, Erie, Genesee, Niagara, D Elevator Constructor 14 Orleans, Wyoming Chemung, Livingston, Monroe, Ontario, Schuyler, Seneca, D Elevator Constructor 27 Steuben, Wayne, Yates Albany, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamiliton, Herkimer, Montgomery, Oneida, Otsego, D Rensselaer, Saratoga, Schenectady, Schoharie, Warren, Elevator Constructor 35 Washington Broome, Cayuga. Chenango, Cortland, Delaware, Jefferson, D Lewis, Madison, Oneida, Onondaga, Oswego, St. Lawrence, Elevator Constructor 62.1 Tioga, Tompkins Jefferson, Lewis, Livingston, Monroe, Ontario, Seneca, St. D Glazier 677.1 Lawrence, Wayne, Yates .. Broome, Cayuga, Chemung, Chenango, Cortland, Herkimer, D Jefferson, Lewis, Madison, Oneida, Onondaga, Oswego, Insulator - Heat & Frost 3D-Syracuse Otsego, Schuyler, Seneca, St. Lawrence, Tioga, Tompkins PW-30R (03-11) NYSDOL Bureau of Public Work 2 of 3 Job Classification Checklist (Place a checkmark by all classifications that will be using the 4/10 schedule) H* Do not write in any additional C/assifi(ations or CountiesH* :: --'-c.~}t[:icl_~~~-,iC~~~!:~6~U~~i~~:,,_./.".'~"~.":--~~~-_.~ . ':o:~' - " '.i;~~->!;~:jo"-Ct~~sifiia~~pri~~#'_:"1.t~J~9# Operating Engineer - Heavy& Highway 832H Painter 178 B Painter 178 E Painter 1780 Painter 31 Painter 38.0 Painter 4-Buf,Nia, Olean Allegany, Chemung, Genesee, Livingston, Monroe, Ontario, Schuyler, Steuben, Wayne, Yates Broome, Chenango, Tioga Chemung, Schuyler, Steuben Delaware, Otsego Cayuga, Herkimer, Lewis, Madison, Oneida, Onondaga, Ontario, Oswego, Seneca Oswego Allegany, Cattaraugus, Chautauqua, Erie, Genesee, Livingston, Niagara, Orleans, Steuben, Wyoming 4-Jamestown Cattaraugus, Chautauqua 46 Livingston, Monroe, Ontario, Seneca, Wayne, Yates Albany, Columbia, Fulton, Greene, Montgomery, Rensselaer, Saratoga, Schenectady, Schoharie, Warren, Washington Painter Sheetmetal Worker Teamster - Heavy&Highway 294h/h Teamster - Heavy&Highway 317a.hh Teamster - Heavy&Highway 693.H/H PW-30R (03-11 ) Allegany, Cayuga, Cortland, Seneca, Steuben, Tompkins, Wayne, Yates Broome, Chenango, Delaware, Otsego, Tioga NYSDOL Bureau of Public Work - - .. D D D D D D D D D - ... - - .. .. D .. D D .. - ... - ... .. .. 3 of 3 .. .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRe Number 2011003683 .. Introduction to the Prevailing Rate Schedule Information About Prevailing Rate Schedule .. This infonmation is provided to assist you in the interpretation of particular requirements for each classification of worker contained in the attached Schedule of Prevailing Rates. Classification .. It is the duty of the Commissioner of Labor to make the proper classification of workers taking into account whether the work is heavy and highway, building, sewer and water, tunnel work, or residential, and to make a detenmination of wages and supplements to be paid or provided. It is the responsibility of the public work contractor to use the proper rate. If there is a question on the proper classification to be used, please call the district office located nearest the project. District office locations and phone numbers are listed below. Prevailing Wage Schedules are issued separately for "General Construction Projects. and "Residential Construction Projects. on a county- by-county baSIS. General Construction Rates apply to projects such as: Buildings, Heavy & Highway, and Tunnel and Water & Sewer rates. Residential Construction Rates generally apply to construction, reconstruction, repair, alteration, or demolition of one family, two family, row housing, or rental type units intended for reSidential use. Some rates listed in the Residential Construction Rate Schedule have a very limited applicability listed along with the rate. Rates for occupations or locations not shown on the residential schedule must be obtained from the General Construction Rate Schedule. Please contact the local Bureau of Public Work office before using Residential Rate Schedules, to ensure that the project meets the required criteria. Paid Holidays .. - - Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perfonm work. If an employee works on a day listed as a paid holiday. this remuneration is in addition to payment of the required prevailing rate for the work actually _ perfonmed. Overtime .. At a minimum, all work performed on a public work project in excess of eight hours in anyone day or more than five days in any workweek is overtime. However, the specific overtime requirements for each trade or occupation on a public work project may differ. Specific overtime requirements for each trade or occupation are contained in the prevailing rate schedules. Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. - Supplemental Benefits .. Particular attention should be given to the supplemental benefit requirements. Although in most cases the payment or provision of supplements is for each hour worked, some classifications require the payment or provision of supplements for each hour paid (including paid holidays on which no work is performed) and/or may require supplements to be paid or provided at a premium rate for premium hours worked. Effective Dates - .. When you review the schedule for a particular occupation, your attention should be directed to the dates above the column of rates. These are the dates for which a given set of rates is effective. The rate listed is valid until the next effective rate change or until the new annual detenmination which takes effect on July 1 of each year. All contractors and subcontractors are required to pay the current j)revailing rates of wages and supplements. If you have any questions please contact the Bureau of Public Work or visit the New York State Department of Labor website (www.labor.state.ny.us) for current wage rate information. Apprentice Training Ratios The following are the allowable ratios of registered Apprentices to Journey-workers. For example, the ratio 1: 1,1:3 indicates the allowable initial ratio is one Apprentice to one Joumeyworker. The Joumeyworker must be in place on the project before an Apprentice is allowed. Then three additional Journeyworkers are needed before a second Apprentice is allowed. The last ratio repeats indefinitely. Therefore, three more Joumeyworkers must be present before a third Apprentice can be hired, and so on. .. .. Please call Apprentice Training Central Office at (518) 457-6820 if you have any questions. .. - Title (Trade) Boilenmaker (Construction) Boilenmaker (Shop) Carpenter (Bldg.,H&H, Pile Driver/Dockbuilder) Carpenter (Residential) Electrical (Outside) Lineman Ratio 1:1,1:4 1:1,1:3 1 :1,1:4 1:1,1 :3 1:1,1:2 Page 26 - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRe Number 2011003683 - Electrician (Inside) Elevator/Escalator Construction & Modernizer Glazier Insulation & Asbestos Worker Iron Worker Laborer Mason Millwright Op Engineer Painter Plumber & Steamfitter Roofer Sheet Metal Worker Sprinkler Fitter 1 :1,1:3 1:1,1:2 1 :1,1:3 1 :1,1:3 1:1,1:4 1 :1,1:3 1:1,1:4 1:1,1 :4 1 :1,1:5 1 :1,1:3 1 :1,1:3 1 :1,1:2 1 :1,1:3 1:1,1:2 ... ... - ... ... If you have any questions concerning the attached schedule or would like additional information, please contact the nearest BUREAU of PUBLIC WORK District Office or write to: New York State Department of Labor Bureau of Public Work State Office Campus, Bldg. 12 Albany, NY 12240 District Office Locations: Telephone # Bureau of Public Work - Albany Bureau of Public Work - Binghamton Bureau of Public Work - Buffalo 518-457-2744 607-721-8005 716-847-7159 516-228-3915 845-568-5287 212-775-3568 Bureau of Public Work - Garden City Bureau of Public Work - Newburgh Bureau of Public Work - New York City Bureau of Public Work - Patchogue Bureau of Public Work - Rochester 631-687-4883 585-258-4505 315-428-4056 315-793-2314 Bureau of Public Work - Syracuse Bureau of Public Work - Utica Bureau of Public Work - White Plains 914-997-9507 518-457-5589 Bureau of Public Work - Central Office - - ... FAX # 518-485-0240 607-721-8004 716-847-7650 516-794-3518 - - 845-568-5332 212-775-3579 631-687-4904 585-258-4708 315-428-4671 - ... 315-793-2514 914-997-9523 ... 518-485-1870 - III III ... Page 27 .. - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Dutchess County General Construction Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County - Asbestos Worker 04/01/2011 - JOB DESCRIPTION Asbestos Worker ENTIRE COUNTIES Columbia, Delaware, Dutchess, Greene, Orange, Putnam, Rockland, Sullivan, Ulster WAGES Per hour DISTRICT 9 - 7/01/2010- 11/30/2010 - Asbestos Worker: Removal & Hazardous Abatement Only $ 36.30 plus additional $3.00* Only for the removal of insulation materials from mechanical systems which are not going to be scrapped. - * Increase to be allocated at a later date. SUPPLEMENTAL BENEFITS Per hour paid - Journeyman $ 14.00 - OVERTIME PAY See (B, E, *Q, "T, V) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (2, 4,6,25) on HOLIDAY PAGE * Code Q applies to 4,6,& 25. ** Code T applies to 2. - 9-12a - Removal Only - Boilermaker 04/01/2011 JOB DESCRIPTION Boilermaker DISTRICT 4 _ ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per Hour: 07/01/2010- 01/01/2011 - 12/31/2010 - Boilermaker $ 46.66 $ 47.32 Repairs & Renovation $ 46.66 $ 47.32 SUPPLEMENTAL BENEFITS Per Hour: 07/01/2010- 01/01/2011 12/31/2010 BoilerMaker 39.1 % of Hourly 39.1 % of Hourly Wage Paid + Wage Paid + $ 16.97 $ 19.33 Repairs & Renovation* - - - NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay. *Same as Boilermaker (Includes replacement of parts and repairs & renovation of an existing unit). OVERTIME PAY See (D, 0) on OVERTIME PAGE HOLIDAY Paid: See (8,16,23,24) on HOLIDAY PAGE Overtime: See (5, 6, 11,12,15,25) on HOLIDAY PAGE NOTE: *Employee must work in pay week to receive Holiday Pay. - - Page 28 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 **Boilermarker gets 4 times the hourly wage rate for working on Labor Day. ***Repairs & Renovation see (B,E,Q) on HOLIDAY PAGE REGISTERED APPRENTICES (1/2) Year Terms at the following pecentage of Boilermaker's Wage 1 st 65% 2nd 65% 3rd 70% 4th 75% 5th 80% 6th 85% Supplemental Benefits Per Hour: 07/01/2010- 12/31/2010 Boilermaker Apprentice( s) 39.1 % of Hourly Wage Paid + $ 16.97 Repairs & Renovation* Apprentice(s) 39.1 % of Hourly Wage Paid + $ 16.97 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County - 7th 90% 8th 95% 01/01/2011 39.1 % of Hourly Wage Paid + $ 19.33 39.1 of Hourly Wage Paid + $ 19.33 NOTE: "Hourly Wage Paid" shall include any and all premium(s) pay. *Includes replacement of parts and repairs & renovation of an existing unit. - .. - .. - - - 4-5 Carpenter 04/01/2011 .. JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour. 07/01/2010 Marine Construction: Marine Diver $ 56.32 M.D.Tender 40.17 SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 40.86 OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (18,19) on HOLIDAY PAGE. Paid: for 1 st & 2nd yr. Apprentices See (5,6,10,11,13,16,18,19) Overtime: See (5,6,10,11,13,16,18,19) on HOLIDAY PAGE. REGISTERED APPRENTICES Wager per hour is Percentage of Joumeymans Wage (1) year terms: 1st 40% 2nd 50% 3rd 65% 4th 80% Page 29 - - - - - - .. .. .. IIIlii - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County - Supplemental benefits per hour: - Apprentices $ 26.97 9-1456MC Carpenter 04/01/2011 - JOB DESCRIPTION Carpenter DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Westchester WAGES Per hour: 07/01/2010 - - Carpet/Resilient Floor Coverer $ 44.02 +Additional $ 1.32* *Increase to be allocated at a later date - SUPPLEMENTAL BENEFITS Per hour paid: Floor Coverer - OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See {18, 19)on HOLIDAY PAGE. $ 38.58 - Paid: for 1 st & 2nd yr. Apprentices - Overtime: See (5,6,11,13,16,18,19,25) See (5,6,11,13, 16, 18, 19,25) on HOLIDAY PAGE. REGISTERED APPRENTICES Wage per hour is Pecentage of Joumeyworkers Wage - (1) year terms: - 1st. 40% 2nd. 50% 3rd. 65% 4th. 80% - Supplemental benefits per hour: Apprentices $ 25.83 - Carpenter JOB DESCRIPTION Carpenter - ENTIRE COUNTIES Dutchess, Orange WAGES Per hour: 07/01/2010 - Building: Millwright $ 35.11 SUPPLEMENTAL BENEFITS - Per hour paid: Journeyman $ 32.80 OVERTIME PAY - See (B, E, E2, Q) on OVERTIME PAGE Page 30 9-2287 04/01/2011 DISTRICT 9 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 HOLIDAY HOLIDAY: Paid: See (18,19) on HOLIDAY PAGE. Paid: See (5,6, 11,13,16,18,19,25) for 1 st & 2nd yr.Apprentices Overtime: See (5,6, 11,13,16,18,19,25) on HOLIDAY PAGE. REGISTERED APPRENTICES Wages per hour: (1) year terms at the following percentage of Journeyman's wage. 1st 55% Supplemental benefits per hour: APPRENTICES: 1 st $ 22.49 2nd 65% 3rd 75% 4th 95% 2nd 24.46 3rd 26.92 4th 30.38 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County .. .. .. .. ... 9-740.2 .. Carpenter - Building I Heavy&Highway 04/01/2011 JOB DESCRIPTION Carpenter - Building / Heavy&Highway ENTIRE COUNTIES Dutchess, Orange, Sullivan, Ulster WAGES WAGES:{per hour) 07/01/2010 Carpenter Carpenter-Floor Coverer* Dockbuilder/Piledriver Diver{WET) Diver{DRY) $ 31.86 31.86 31.86 50.00 30.00 DISTRICT 8 - ... .. . Note: Rate DOES NOT apply in Orange or Dutchess County. .. On projects for removal and/or abatement of asbestos or any toxic or hazardous material and it is required by the employer or mandated by NYS or Federal Regulation to wear protective equipment an additional $2.00 per hour above their appropriate rate for all classifications including apprentices. For work on smokestacks, silos, or steeples more than fifty (50) feet high, an additional $2.00 per hour, payable from the ground up. - SUPPLEMENTAL BENEFITS (per hour paid) Joumeyman $ 20.76 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY BUilDING: Paid: Overtime: HEAVY/HIGHWAY: Paid: Overtime: See ( 1) on HOLIDAY PAGE. See (5, 6) on HOLIDAY PAGE. See (5, 6, 16) on HOLIDAY PAGE including benefits. See (5, 6, 16) on HOLIDAY PAGE. REGISTERED APPRENTICES 1 Year terms at the following rates. 1 st 2nd $ 16.13 $ 18.44 3rd $ 22.35 4th $26.08 Supplemental Benefits per hour worked: Apprentices 1 st term 2nd term 3rd term 4th term $ 9.86 14.61 18.66 19.17 Page 31 - ... - ... ... ... .. - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County 8-19B/H&H - Electrician 04/01/2011 - JOB DESCRIPTION Electrician ENTIRE COUNTIES Sullivan, Ulster PARTIAL COUNTIES Delaware: Only in the Townships of Andes, Harpersfield, Kortwright,Stamford, Bovina, Roxbury, Middletown and those portions of Colchester and Hancock south of the East Branch of the Delaware River. Dutchess: All of the county except for the towns of Fishkill,East Fishkill, and Beacon. Greene: That portion of the county south of a line following the south limits of the city of Catskill in a Westerly direction from the Hudson River to Highway 23A along 23A to the road following the Little Westkill and continuing along this road to Delaware County. WAGES Per hour: DISTRICT 8 - - 07/01/2010 - Electrician Wireman/T echnician $ 37.00** SHIFT DIFFERENTIAL: On Public Work in New York State when shift work is mandated either in the job specifications or by the contracting agency, the following rates apply: - Shift worked between 4:30pm & 12:30am Shift worked between 12:30am & 8:30am $ 43.06* $ 47.99* - HOn jobs where employees are required to work from bosun chairs, swinging scaffolds, etc.,forty (40) feet or more above the ground, or under compressed air, using Scottair packs, gas masks or in shafts or tunnels, they shall receive an additional $2.00 per hour above the regular straight time rate. SUPPLEMENTAL BENEFITS Per hour worked: 07/01/2010 - Journeyman $ 20.97 plus 6% of wage - OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY - Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6,13,15,16,25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: - (6)month terms at the following percentage of journeyman's wage.* 1 st 2nd. 3rd 4th 5th 6th 30% 35% 40% 45% 50% 55% 7th 65% 8th 70% 9th 75% 10th 85% - * Denotes average Journeyman Wireman rate of pay of all wage zones. Supplemental Benefits per hour worked: 07/01/2010 - 1 st & 2nd term 3rd & 4th term 5th & 6th term 7th & 8th term 9th & 10th term $ 6.97 8.92 10.87 13.82 16.72 plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage - 8-363/2 Electrician 04/01/2011 - - JOB DESCRIPTION Electrician ENTIRE COUNTIES Orange, Putnam, Rockland PARTIAL COUNTIES Dutchess: Towns of Fishkill, East Fishkill, and Beacon. WAGES DISTRICT 8 - Page 32 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Per hour: Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County - 07/01/2010 - Electrician WiremanlTechnician $ 41.00" *SHIFT DIFFERENTIAL: On Public Work in New York State when shift work is mandated either in the job specifications or by the contracting agency, the following rates apply: - Shift worked between 4:30pm & 12:30am Shift worked between 12:30am & 8:30am $ 47.75* $ 53.25* - ....On jobs where employees are required to work from boatswain chairs, swinging scaffolds, etc.,forty (40) feet or more above the ground, or under compressed air, using Scottair packs, gas masks or in shafts or tunnels, they shall receive an additional $2.00 per hour above the regular straight time rate. SUPPLEMENTAL BENEFITS Per hour worked: - 07/01/2010 - Journeyman $ 20.97 plus 6% of wage OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 13,15,16,25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: - - (6)month terms at the following percentage of Journeyman's wage.* .. 1st 30% 2nd 35% 3rd 40% 4th 45% 5th 50% 6th 55% 7th 65% 8th 70% 9th 75% 10th 85% - * Denotes average Journeyman Wireman rate of all wage zones Supplemental Benefits per hour worked: 07/01/2010 - 1 st & 2nd term 3rd & 4th term 5th & 6th term 7th & 8th term 9th & 1 Oth term $ 6.97 8.92 10.87 13.82 16.72 plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage plus 6% of wage - 8-363/1 Elevator Constructor 04/01/2011 - JOB DESCRIPTION Elevator Constructor ENTIRE COUNTIES Dutchess, Orange, Putnam, Sullivan, Ulster PARTIAL COUNTIES Columbia: Only the Townships of Ancram, Clermont, Copake, Gallatin,Germantown, Livingston and Taghkanic. Delaware: Towns of Andes, Bovina, Colchester,Davenport, Delhi, Harpersfield, Herndon, Kortright, Meredith, Middletown, Roxbury, Hancock & Stamford Greene: The Townships of Ashland, Catskill, Halcott, Hunter, Jewett, Lexington, Rattsville & Windham Rockland: Only the Township of Stony Point. Westchester: Only the Townships of Bedford, Lewisboro, Cortland,Mt. Kisco, North Salem, Pound Ridge, Somers and Yorktown. DISTRICT 1 - - WAGES Per Hour .. 07/01/2010 01/01/2011 Mechanic $ 47.71 $ 48.96 .. Helper 70% of Mechanic Wage Rate 70% of Mechanic Wage Rate .. Page 33 III - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County .. (**) To be allocated at a later date **** IMPORTANT NOTICE - EFFECTIVE 04/01/2009 **** Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday. .. NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work Schedule: form PW30R; additionally, there must be a dispensation of hours in place on the project. SUPPLEMENTAL BENEFITS .. Per hour worked 07/01/2010 01/01/2011 Journeyman/Helper - $ 20.035* $21.785* *Plus 6% of wages if less than 5 years service *Plus 8% of wages if more than 5 years service - OVERTIME PAY See (D, 0) on OVERTIME PAGE HOLIDAY Paid: See (5,6,15,16) on HOLIDAY PAGE Overtime: See (5,6,15,16) on HOLIDAY PAGE Note: When a paid holiday falls on Saturday, it shall be observed on Friday. When a paid holiday falls on Sunday, it shall be observed on Monday. REGISTERED APPRENTICES Wages per hour 1 st 6mo 2nd 6mo 50 % 55 % 2nd yr 65% 3rd yr 70% 4th yr 80 % - - Supplemental Benefits per hour worked - Apprentices 07/01/2010 01/01/2011 $ 20.035 $ 21.785 +6% +6% of wage of wage .. Glazier 1-138 04/01/2011 .. JOB DESCRIPTION Glazier DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, Nassau, New York, Orange, Putnam, Queens, Richmond, Rockland, Suffolk, Sullivan, Ulster, Westchester WAGES Per hour. 07/01/2010 - Glazier $ 46.60 .. Scaffolding $ 47.60 .. Repair & Maintenance: Glazier $ 26.35 .. *Increase to be allocated at a later date .. Repair & Maintenance- All repair & maintenance work on a particular building, whenever performed, where the total cumulative contract value is under $100,000.00. SUPPLEMENTAL BENEFITS Per hour paid: - Joumeyworker.... $ 24.69 - Page 34 - Prevailing Wage Rates for 07/01/201 0 - 06/30/2011 Last Published on Apr 01 2011 Glazier Repair & Maintenance**: $ 14.83 OVERTIME PAY OVERTIME: See (C",D"O) on OVERTIME PAGE. Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County ... ... " Denotes if an optional 8th hour is required same will be at the regular rate of pay. If 9th hour is worked then both hours or more ( 8th and 9th or more) will be at the double time rate of pay. ... "" For Repair & Maintenance see ( B,F, P) on overtime page. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 16, 25) on HOLIDAY PAGE The Following are paid holidays for the Repair & Maintenance Class: New Years day, Presidents day, Memorial day, Independents day, Labor day, Thanksgiving day, Day after Thanksgiving, and Christmas day. REGISTERED APPRENTICES Wage per hour: - .. ... (1) year terms at the following wage rates. 1 st term... 2nd term... 3rd term... 4th term... $ 15.65 $ 23.33 $ 27.98 $ 35.03 ... Supplemental Benefits: (Per hour worked) ... 1 st term.... 2nd term.... 3rd term.... 4th term.... $ 11.89 $ 17.33 $ 19.08 $ 22.59 ... Insulator - Heat & Frost 9-1281 (DC9 NYC) 04/01/2011 ... JOB DESCRIPTION Insulator - Heat & Frost ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Westchester WAGES Per hour: DISTRICT 8 ... 07/01/2010 ... Asbestos Worker $ 44.44 Fire Stop Work" Asbestos Worker $ 29.49 ... * Applies on all exclusive Fire Stop Work (When contract is for Fire Stop work only). No apprentices on these contracts only. ... Note: Additional $0.50 per hour for work 30 feet or more above floor or ground level. On goverment mandated shift work of 3 days or more between Monday - Friday, the 2nd shift works 71/2 hrs and 3rd shift 7hrs and which shall account for a full 8hr day. I n addition if the first eight 8hrs start between 1 0:00am and 5:00am then the wage must include and addition 20%. All hours in excess of 8hrs shall be paid at time and one half. On the last working day preceding Christmas and New Years day, workers shall work no later than 12:00 noon and shall receive 8 hrs pay. ... ... SUPPLEMENTAL BENEFITS (per hour paid) Joumeyman $ 27.61 .. Fire Stop Work: Joumeyman $18.14 Page 35 ... .. - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County - OVERTIME PAY OVERTIME: See ( B ,E, Q, T*, V ) on OVERTIME PAGE. - HOLIDAY HOLIDAY: Paid: Overtime: See (1 ) on HOLIDAY PAGE. See (2*,4,6,16,25) on HOLIDAY PAGE. *Note: Labor Day triple time if worked. - - REGISTERED APPRENTICES ( 1 ) year terms at the following percentage of journeyman's rate. - 1 st 2nd $27.30 $29.45 3rd $31.59 4th $35.86 Supplemental Benefits paid per hour paid: - Apprentices: 1 st term 2nd term 3rd term 4th term $ 17.05 17.62 19.47 22.19 - 8-91 - Ironworker 04/01/2011 - JOB DESCRIPTION Ironworker ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster WAGES Per hour. DISTRICT 8 - 07/01/2010 - Structural Reinforcing Ornamental Chain Link Fence $ 40.15 40.15 40.15 40.15 - Shift Work: any irregular or off shift shall be paid 8 hours for 7 hours work. SUPPLEMENTAL BENEFITS Per hour paid: Journeyman $ 28.55 - OVERTIME PAY OVERTIME:.....See ( B*, E**, Q, V ) on OVERTIME PAGE. *Note: Double Time after 10 hours Monday thru Friday. **Note: On Saturdays, double time after 8 hours. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6,16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: - - - (1 )year terms at the following wage. 1 st 2nd $ 20.08 $ 24.09 3rd $ 32.12 4th $36.14 - Page 36 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Supplemental Benefits per hour worked: Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County ... - 1 st year 2nd year 3rd year 4th year $ 24.55 25.35 26.95 27.75 8-417 - Laborer - Building 04/01/2011 JOB DESCRIPTION Laborer - Building ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Columbia: Only the Townships of Greenport, Claverack, Philmont,Clermont, Genmantown, Livingston, Hillsdale, Gallatin, Copake, Ancram, Taghkanic and the City of Hudson. WAGES * ALL WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL * DISTRICT 8 .. ... .. WAGES: (per hour)* 07/01/2010 .. Protective Gear Required $ 34.20 Shift Differential: On all Govenmental mandated irregular or off shift work, an additional 20% of wage is required. SUPPLEMENTAL BENEFITS (per hour worked) Journeyman $ 19.70 OVERTIME PAY .. See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE .. .. 8-17tox Laborer - Building 04/01/2011 .. JOB DESCRIPTION Laborer - Building ENTIRE COUNTIES Dutchess PARTIAL COUNTIES - Columbia: Only the Townships of An cram , Claverack, Clenmont, Copake,Gallatin, Genmantown, Greenport, Hillsdale, Hudson, Livingston Philmont and Taconic. ' DISTRICT 1 WAGES GROUP # 1: - All Laborers except those listed in Group 2 GROUP # 2: Blaster, Laser Beam Oper.,Asphalt Rakers, & Drilling Equipment Only Where a Separate Air Compressor Unit Supplies Power - WAGES per hour GROUP # 1 GROUP # 2 $ 27.75* 30.10* 06/01/2011 An Additional $1.60** - 07/01/2010 .. (*)Any job requiring Hazwopper Certification will pay $1.00 above job classification wage rate. (-)To be allocated at a later date SUPPLEMENTAL BENEFITS Per hour worked .. Joumeyman OVERTIME PAY $19.75 .. Page 37 llIIl - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County - - - 1000 Hour terms 1 st term 2nd term 3rd term 4th term $ 15.15 17.80 20.45 23.60 .. Supplemental Benefits per hour worked Apprentices $ 10.80 1-1000 - Laborer. Heavy&Highway 04/01/2011 - JOB DESCRIPTION Laborer - Heavy&Highway ENTIRE COUNTIES Dutchess DISTRICT 1 - PARTIAL COUNTIES Columbia: Only the Townships of Ancram, Claverack, Clermont, Copake,Gallatin, Germantown, Greenport, Hillsdale, Hudson, Livingston, Philmont and Taconic. WAGES GROUP # 1: Flagperson, Placing & maintenance of all flares, cones, lights, signs, barricades, traffic patterns and all reflective type materials for traffic control, custodial work, traffic directors, temporary heat or light tenders, tool room. - GROUP # 2: All Other Classifications not listed in Group # 1 or Group # 3 - GROUP # 3: Asphalt Raker, Asphalt Screedman, Drilling Equipment Only Where a Separate Air Compressor Unit Supplies Power, Laser Beam Operator, Metal Form Setters/Aligners (sidewalk), Blaster, Tunnel and Cassion. - WAGES per hour 07/01/2010 .. Group # 1 $ 25.20 Group # 2 28.96 Group # 3 29.96 .. All employees working on a project that requires Hazwopper Certification will receive $1.00 per hour over job classification rate of pay. All employees who work an irregular work day that starts atter 9:00 AM on a governmental mandated schedule shall be paid an additional .. 15% per hour. SUPPLEMENTAL BENEFITS Per hour worked & paid Holidays - Journeyman $ 19.95 - OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 13, 15, 25) on HOLIDAY PAGE Overtime: See (5, 6, 13, 15,25) on HOLIDAY PAGE Note: Whenever a holidays falls on Sunday, it will be observed on the fOllowing Monday. REGISTERED APPRENTICES Wages per hour - 1 000 hour year terms - Page 38 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County - 1 st Term 2nd Term 3rd Term 4th Term $ 15.15 17.85 20.60 23.80 - Supplemental Benefits per hour worked & paid Holidays .. Apprentices $ 11.00 1-1000h Laborer - Heavy&Highway 04/01/2011 - JOB DESCRIPTION laborer - Heavy&Highway ENTIRE COUNTIES Dutchess PARTIAL COUNTIES Columbia: Only the Townships of Greenport, Philmont, Germantown,Livingston, Hillsdale, Taghkanic, Gallatin, Copake, Ancram, City of Hudson. DISTRICT 8 .. .. WAGES . All WORK RELATED WITH TOXIC OR ANY ASBESTOS OR HAZARDOUS MATERIAL "(Five feet or more outside of building foundation line) .. WAGES:(per hour) 07/01/2010 Protective Gear Not Required $ 32.75 .. Protective Gear Required $ 36.65 SHIFT DIFFERENTIAL: On all NYS 0.0.1. or other Govemmental mandated irregular or off shift work, an additional 15% of wage on straight time pay. SUPPLEMENTAL BENEFITS (per hour paid) .. .. Joumeyman $ 19.15 .. OVERTIME PAY See (B, E, Q, OS) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 13, 15,26) on HOLIDAY PAGE Overtime: See (5, 6,13,15,26) on HOLIDAY PAGE *NOTE: If Saturday Holiday is worked, Code S applies. REGISTERED APPRENTICES Wages per hour - - 1 000 hour year termS 1 st term 2nd term 3rd term 4th term $ 19.19 22.86 26.53 30.20 - - Supplemental Benefits per hour paid: Apprentice $ 15.20 .. 8-17tox Lineman Electrician 04/01/2011 .. JOB DESCRIPTION Lineman Electrician ENTIRE COUNTIES DISTRICT 6 Page 39 .. .. - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Published by the New York State Department of Labor Last Published on Apr 01 2011 PRC Number 2011 003683 Dutchess County Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess Erie~ Essex, Franklin, Fult~>n, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niag'ara, Oneida, Onondaga, Ontano, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, SI. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Wyoming, Yates WAGES Per hour: - Includes Teledata Work within Ten feet of High Voltage Transmission Lines - 07/01/2010 05/0212011 05/07/2012 LinemanlTech.lWelder $ 43.82 $ 44.52 $45.23 Cable splicer 43.82 44.52 45.23 Digging Machine Operator 39.44 40.07 40.71 Tractor Trailer Driver 37.25 37.84 38.45 GroundmanITruck Driver 35.06 35.62 36.18 Mechanic 1 st Class 35.06 35.62 36.18 Flagman 26.29 26.71 27.14 - - Additional 1.00 per hr.for entire crew when a helicopter is used. - Above rates applicable on all overhead Transmission line work & Fiber Optic Cable where other construction trades are or have been involved. This applies to transmission line work only, not other construction. - LinemanlT echnicianlWelder Digging Machine Operator Tractor Trailer Driver GroundmanITruck Driver Mech. 1 st Class Flagman Certified WelderPipe Type Cable Cable Splicer pipe type cable $ 42.61 38.35 36.22 34.09 34.09 25.57 44.74 46.87 $ 43.31 38.98 36.81 34.65 34.65 25.99 45.48 47.64 $ 44.01 39.61 37.41 35.21 35.21 26.41 46.21 48.41 - - Additional 1.00 per hour for entire crew when a helicopter job. Above rates apply on Switching Structures, Maintenance projects, Railroad Catenary install/maint, Third rail installation, Bonding of Rails and pipe type cable and installation of Fiber Optic Cable. - - Lineman lTechician Welder/Cable Splicer Digging Machine Operator Tractor Trailer Driver GroundmanlTruck Driver Mechanic 1 st Class Flagman $ 41.32 41.32 37.19 35.12 33.06 33.06 24.79 $ 42.02 42.02 37.82 35.72 33.62 33.62 25.21 $ 42.72 42.72 38.45 36.31 34.18 34.18 25.63 - Additional 1.00 per.hr.for entire crew when a helicopter is used. - Above rates applicable on all overhead and underground distribution and maintenance work, and all overhead and underground transmission line work and the installation of Fiber Optic Cable where no other construction trades are or have been involved. - LinemanlTechnician Cable Splicer pipe type cable Certified Welder pipe type Digging Machine Operator Tractor Trailer Driver Mechanic 1 st Class GroundmanlTruck Driver Flagman $ 41.32 45.45 43.39 37.19 35.12 33.06 33.06 24.79 $ 42.02 46.22 44.12 37.82 35.72 33.62 33.62 25.21 $ 42.72 46.99 44.86 38.45 36.31 34.18 34.18 25.63 - Additional $ 1.00 per hour for entire crew when a helicopter is used. - Above rates applicable on all electrical sub-stations, switching structures, fiber optic cable and all other work not defined as "Utility outside electrical work" - .'IMPORTANT NOTICE - EFFECTIVE 04/01/2009.. Page 40 - Prevailing Wage Rates for 07/01/2010 _ 06/30/2011 Published by the New York State Department of Labor Last Published on Apr 01 2011 PRe Number 2011003683 Dutchess County Four (4), ten (10) hour days may be worked at straight time during a week, Monday thru Thursday. Friday may be used as a make-up day. NOTE - In order to use the '4 Day/10 Hour Work Schedule,' you must submit an 'Employer Registration for Use of 4 Day/10 Hour Work Schedule,' form PW30R; additionally, there must be a dispensation of hours in place on the project. SUPPLEMENTAL BENEFITS Per hour worked including holidays listed below: - - - The following SUPPLEMENTAL benefits apply to all classification categories of CONSTRUCTION, TRANSMISSION and DISTRIBUTION. $ 15.00 $ 16.50 $ 18.25 *plus 7% of *plus 7% of *plus 7% of hourly wage paid hourly wage paid hourly wage paid ... OVERTIME PAY See (B, E, Q,) on OVERTIME PAGE. Double time for all emergency work designated by the Dept. of Jurisdiction. .. NOTE: THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED SHIFTS OF AT LEAST FIVE (5) DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW: ... 1 st shift 8:00 AM to 4:30 PM REGULAR RATE 2nd shift 4:30 PM to 1:00 AM REGULAR RATE PLUS 17.3 % ... 3rd shift HOLIDAY Paid Overtime 12:30 AM to 9:00 AM REGULAR RATE PLUS 31.4 % See ( 5, 6, 8, 13, 25 ) on HOLIDAY PAGE plus Gov. of NYS Election Day. See (5,6,8,13,25) on HOLIDAY PAGE plus Gov. of NYS Election Day. . SUPPLEMENTS for holidays paid at straight time REGISTERED APPRENTICES ( 1000 ) hr terms at the following percentage of Joumeyman's wage. 1 st 2nd 3rd 4th 5th 6th ~% ~% ro% ~% M% ~% ... 7th 90% ... Supplemental Benefits per hour worked: The following SUPPLEMENTAL benefits apply to all classification categories of CONSTRUCTION, TRANSMISSION and DISTRIBUTION. $ 15.00 $ 16.50 $ 18.25 - *plus 7% of *plus 7% of *plus 7% of hourly wage paid hourly wage paid hourly wage paid *NOTE: The 7% is based on the hourly wage paid, straight time rate or premium rate. - 6-1249a Lineman Electrician - Teledata 04/01/2011 - JOB DESCRIPTION Lineman Electrician - Teledata DISTRICT 6 ENTIRE COUNTIES Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie,. Essex, Franklin, Fultc:m, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontano, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per hour: ... ... FOR WORK OUTSIDE BUILDING PROPERTY LINES. ... 07/01/2010 01/01/2011 Cable Splicer Installer/Repairman Teledata Lineman Technician/Equip Oper Groundman $ 26.64 25.29 25.29 25.29 13.40 $ 27.44 26.05 26.05 26.05 13.81 ... ... Page 41 ... - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Published by the New York State Department of Labor Last Published on Apr 01 2011 PRC Number 2011003683 Dutchess County NOTE: EXCLUDES Teledata work within ten feet of High Voltage (600 volts and over) transmission lines. For this work please see LINEMAN. SUPPLEMENTAL BENEFITS Per hour worked: - $ 4.43 .plus 3% of hourly wage paid $ 4.43 .plus 3% of hourly wage paid - .NOTE: The 3% is based on the hourly wage paid, straight time rate or premium rate. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: Overtime: - See (1) on HOLIDAY PAGE See (5, 6, 16) on HOLIDAY PAGE 6-1249l T - Teledata - Lineman Electrician - Traffic Signal Lighting 04/0112011 - JOB DESCRIPTION Lineman Electrician - Traffic Signal Lighting ENTIRE COUNTIES Columbia, Dutchess, Orange, Putnam, Rockland, Ulster WAGES Per hour. DISTRICT 6 - For all Lighting and Traffic Signal Systems. - Linemanrrechnician Certified Welder Digging Machine Tractor Trailer driver Groundman Truck Driver Mechanic 1 st Class Flagman 07/01/2010 $ 38.80 40.74 34.92 32.98 31.04 31.04 23.28 05/02/2011 $39.26 41.22 35.33 33.37 31.41 31.41 23.56 05/07/2012 $39.50 41.48 35.55 33.58 31.60 31.60 23.70 - - Above rates applicable on ALL Lighting and Traffic Signal Systems and the installation, testing, operation, maintenance and repair of all traffic control and illumination projects, traffic monitoring systems, road weather information systems and the installation of Fiber Optic Cable. - SUPPLEMENTAL BENEFITS Per hour worked including holidays listed below: All classifications $ 15.00 .plus 6.5% of hourly wage paid $16.50 .plus 6.5% of hourly wage paid $18.25 .plus 6.5% of hourly wage paid - .NOTE: The 6.5% is based on the hourly wage paid, straight time rate or premium rate. Supplements paid at STRAIGHT TIME rate for holidays. - OVERTIME PAY See ( B, E, Q,) on OVERTIME PAGE. Note. Double time for all emergency work designated by the Dept of Jurisdiction. - NOTE: THE FOLLOWING RATES WILL APPLY ON ALL CONTRACTING AGENCY MANDATED SHIFTS OF AT LEAST FIVE ( 5 ) DAYS DURATION WORKED BETWEEN THE HOURS LISTED BELOW: - 1ST SHIFT 2ND SHIFT 3RD SHIFT 8:00 AM TO 4:30 PM REGULAR RATE 4:30 PM TO 1 :00 AM REGULAR RATE PLUS 17.3% 12:30 AM TO 9:00 AM REGULAR RATE PLUS 31.4% HOLIDAY HOLIDAY: Paid Overtime See (5,6,8,13,25) on HOLIDAY PAGE and Gov of NYS Election Day. See ( 5, 6, 8, 13, 25 ) on HOLIDAY PAGE and Gov of NYS Election Day. - REGISTERED APPRENTICES - WAGES: (1000) hr terms at the following percentage of Journeyman Lineman!rechnician wage. Page 42 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 012011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County - 1 st 60% 2nd 65% 3rd 70% 4th 75% 5th 80% 6th 85% 7th 90% - SUPPLEMENTAL BENEFITS: Same as JoumeymanfTechnician. 6-1249aReg8L T Lineman Electrician - Tree Trimmer 04/01/2011 - JOB DESCRIPTION Lineman Electrician - Tree Trimmer DISTRICT 6 ENTIRE COUNTIES Albany, Allegany, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Rensselaer, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, S1. Lawrence, Steuben, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Wyoming, Yates WAGES Per hour: .. .. Applies to line clearance, tree work and right-of-way preparation on all new or existing energized overhead or underground electrical, telephone and CATV lines. This also would include stump removal near underground energized electrical lines, including telephone and CATV lines. .. 07/01/2010 01/02/2011 01/01/2012 .. Tree trimmer Equip Operator Mechanic Truck Driver Ground person Flag person SUPPLEMENTAL BENEFITS Per hour worked: $ 21.22 18.72 18.72 15.82 12.99 9.25 $ 21.64 19.09 19.09 16.14 13.25 9.44 $ 22.08 19.48 19.48 16.46 13.51 9.62 .. .. $ 6.84 .plus 3% of hourly wage paid $ 7.36 .plus 3% of hourly wage paid $ 7.88 .plus 3% of hourly wage paid .. Supplements paid at STRAIGHT TIME rate for holidays. .NOTE: The 3% is based on the hourly wage paid, straight time rate or premium rate. .. OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: Overtime: - See (5,6,8,15,16,25) on HOLIDAY PAGE See (5, 6, 8,15,16,25) on HOLIDAY PAGE 6-1249TT ... Mason - Building 04/01/2011 JOB DESCRIPTION Mason - Building ENTIRE COUNTIES Dutchess, Sullivan, Ulster WAGES Per hour. Building Tile Finisher . DISTRICT 9 ... 07/01/2010 ... $ 31.97 SUPPLEMENTAL BENEFITS Joumeyman: OVERTIME PAY See (A, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8,10,11,15,16) on HOLIDAY PAGE REGISTERED APPRENTICES Wages: $ 18.40 .. .. .. Page 43 .. - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 .. (per hour): Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County - ( 750 hour) terms at the following percentages of journeyman's wage. . 1 st 2nd 3rd 4th 5th 6th 50% 55% 65% 70% 75% 85% 7th 90% 8th 95% Supplemental Benefits: Apprentices: - (750 hour)terms at the following percentages of joumeymans wage. 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 65% 70% 75% 85% 90% 95% 9-7/88B-tf - Mason - Building 04/01/2011 JOB DESCRIPTION Mason - Building DISTRICT 9 - ENTIRE COUNTIES Dutchess, Sullivan, Ulster WAGES Per hour: 07/01/2010 - Building: Tile Setters $ 36.16 SUPPLEMENTAL BENEFITS - Joumeyman: $ 20.65 OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY - Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8, 10, 11, 15, 16) on HOLIDAY PAGE REGISTERED APPRENTICES - Wages (per hour): ( 750 hr) terms at the following percentage of joumeyman's wage. - 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 65% 70% 75% 85% 90% 95% Supplemental Benefits: - (750) hour terms at the following percentages of joumeyman's wage Apprentice: 1 st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 65% 70% 755 855 90% 95% - 9-7/52B Mason - Building 04/01/2011 - JOB DESCRIPTION Mason - Building DISTRICT 8 ENTIRE COUNTIES Dutchess, Sullivan, Ulster - PARTIAL COUNTIES Orange: Entire county except the Township of Tuxedo. WAGES Per hour - 07/01/2010 - Bricklayer Cement Mason Bldg Plasterer/Stone Mason Pointer/Caulker $ 36.75 36.75 36.75 36.75 Additional $1.00 per hour for power saw work - Additional $0.50 per hour for swing scaffold or staging work Page 44 - .. Prevailing Wage Rates for 07/01/201 0 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County .. SUPPLEMENTAL BENEFITS Per hour paid Journeyman $ 26.93 .. OVERTIME PAY Cement Mason All Others See ( D, E2, 0 ) on OVERTIME PAGE. See ( B, E, E2, Q ) on OVERTIME PAGE. .. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour .. One Half Year terms at the following percentage of Journeyman's wage .. 1st 2nd 3rd 4th 5th 6th 7th 8th 50% 55% 60% 65% 70% 75% 80% 85% Supplemental Benefits per hour paid - 1 st & 2nd terms $14.84 All others 26.93 8-5du-b .. Mason - Heavy&Highwav 04/0112011 JOB DESCRIPTION Mason - Heavy&Highway DISTRICT 8 ENTIRE COUNTIES .. Dutchess, Sullivan, Ulster PARTIAL COUNTIES Orange: Entire county except the Township of Tuxedo. .. WAGES Per hour 07/01/2010 .. Bricklayer $ 37.25 Cement Mason 37.25 Marble/Stone Mason 37.25 Plasterer 37.25 .. Pointer/Caulker 37.25 Additional $1.00 per hour for power saw work Additional $0.50 per hour for swing scaffold or staging work .. SUPPLEMENTAL BENEFITS Per hour paid Journeyman $ 26.93 .. OVERTIME PAY See (B, 0) on OVERTIME PAGE HOLIDAY - Paid: See (5,6,15,25) on HOLIDAY PAGE Overtime: See (5, 6, 15, 25) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour .- One Half Year terms at the following percentage of Journeyman's wage 1 st 2nd 3rd 4th 5th 6th 7th 8th - 50% 55% 60% 65% 70% 75% 80% 85% Supplemental Benefits per hour paid - Page 45 .. .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County .. 1 st & 2nd terms All others $ 14.84 26.93 8-5du-H/H - Operating Engineer - Building 04/01/2011 - JOB DESCRIPTION Operating Engineer - Building ENTIRE COUNTIES Putnam, Westchester PARTIAL COUNTIES Dutchess: (*NOTE: This description is in effect up to 08/31/2006). *South of a WestlEast line through Dutchess County starting at the Northem Boundary of the City of Poughkeepsie. . (**NOTE: This change takes effect on 09/01/2006)**The part of Dutchess (defined by the northem boundary line of City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to VanWagner Road, then north along VanWagner Road to Bower Road, then east along Bower Road to Rte. 44, and along Rt. 44 east to route 343, then along route 343 east to the northern boundary of Town of Dover Plains, and east along the northem boundary of Town of Dover Plains to the border line of the State of Connecticut,and bordered on the west by the middle of the Hudson River). WAGES GROUP I: Cranes(AII Types), Boom Trucks, Cherry Pickers(A11 Types), Clamshell Crane, Derrick(Stone-Stell), Dragline, Franki Pile Rig or similar Hydraulic Cranes, Pile Drivers(AII Types). *AII Tower Cranes, all Climbing Cranes and all Cranes of 100 ton capacity or greater. DISTRICT 8 - - - - GROUP I-A: Barber Green Loader-Euclid Loader, Bulld'ozer, Carrier-Trailer Horse, Concrete Cleaning Decontamination Machine Operator, Concrete-Portable Hoist, Conway or Similar Mucking Machines, Elevator & Cage, Excavators all types, Front End Loaders, Gradall, Shovel, Backhoe, etc.(Crawler or Truck), Heavy Equipment Robotics Operator/Mechanic, Hoist Engineer-Material, Hoist Portable Mobile Unit, Hoist-Single, Double or Triple Drum, Horizontal Directional Drill Locator, Horizontal Directional Drill Operator, and Jersey Spreader, Letoumeau or Toumapull(Scrapers over 20 yards Struck), Lift Slab Console, etc., Lull Hi Lift or Similar, Maintenance Engineer, Master Environmental Maintenance Mechanics, Mucking Machines Operator/Mechanic or Similar Type, Overhead Crane, Pavement Breaker(Air Ram), Paver(Concrete), Post Hole Digger, Power House Plant, Road Boring Machine, Road Mix Machine, Ross Carrier and Similar Machines, Rubber tire double end backhoes and similar machines, Scoopmobile- Tractor-Shovel Over 1.5 yards, Shovel (Tunnels Side Boom, Spreader (Asphalt Telephies(Cableway), Tractor Type Demolition Equipment, Trenching Machines-Vermeer Concrete Saw Trencher and Similar, Ultra High Pressure Waterjet Cutting Tool System, Vacuum Blasting Machine operator/mechanic, Winch Truck A Frame). ... - - .. .. GROUP I-B: Compressor (Steel Erection), Mechanic (Outside All Types, Negative Air Machine (Asbestos Removal), Pulse Meter, Push Button (Buzz Box), Elevator, Welder. - GROUP II-A: Bulldozer D6 and Under, Compactor Self-Propelled, Grader, Machines Pulling Sheep's Foot Roller, Roller 4 ton and over, Scrapers-20 yards Struck and Under, Vibratory Rollers, etc. - GROUP III-A: Asphalt Plant, Boiler (High Pressure), Concrete Mixing Plants, Concrete Pump, Fireman, Forklift, Forklift (Electric) Joy Drill or similar Tractor Drilling Machine, Loader-1 1/2 yards and under, Locomotive (All Sizes), MixerConcrete-21 E and over, Portable Asphalt Plant, Portable Batch Plant, Portable Crusher, Quarry Master, StoneCrusher, Well Drilling Machine, Well Point System, Concrete Buggy, One Yard and Up Ride on Dumper, Benford or Similar,Bobcat. .. GROUP III-B: Compressor Over 125 cu.Feet, Conveyor Belt Machine Regardless of Size, Compressor Plant, Ladder Hoist, Lighting Unit (Portable & Generator), Stud Machine, Welding Machine (Steel Erection & Excavation). - GROUP IV-A: Air Tractor Drill, Batch Plant, Bending Machine, Concrete Breaker, Concrete Spreader, Curb Cutter Machine, Farm Tractor (all types), Finishing Machine-Concrete, Material Hopper-sand stone-cement, Mixer-Concrete-Under 21 E, Mulching Grass Spreader, Pump-Gypsum etc, Fine Page 46 - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Grading Machine, Roller under 4 Ton Hepa Vac Clean Air Machine, Spreading and Fine Grading Machine, Steel Cutting Machine, Siphon Pump-air-steam, Tar Joint Machine, Turbo Jet Burner or Similar Equipment, Vibrator (1 to 5), Fine Grading Machine, Roof Hoist (Tugger Hoist), Television Cameras for Water, Sewer, Gas etc. Pump-Plaster-Grout-Fireproofing. GROUP IV-B: Compressor to 125 feet, Dust Collector, Heater all types, Pump, Pump Station (Water and Sewer), Steam Jenny, Sweeper, Chipper, Mulcher. GROUP V-A: Concrete Saw, Oiler Fuel Truck, Oiler Grease Truck. GROUP V-B: Mechanics Helper, Oiler, Stock Attendant, Paint Compressor, Welder's Helper, Motorized Roller (walk behind). GROUP VI-A: Master Mechanic, Assistant Master Mechanic, Helicoper Hoist Operator, Helicopter Pilot, Helicopter Signal Man, Welder Certified. GROUP VI-B: Utility Man, Warehouse Man, Second Engineer, Cable Splicer. WAGES: (per hour) 07/01/2010 GROUP I *Tower Cranes GROUP I-A GROUP I-B GROUP II-A GROUP III-A GROUP III-B GROUP IV-A GROUP IV-B GROUP V-A GROUP V-B GROUP VI-A Master Mechanic Asst.Master Mechanic Helicopter Hoist Oper Helicopter Pilot Helicopter Signal Man Welder Certified GROUP VI-B Utility Man Warehouse Man Second Engineer Cable Splicer $ 50.15 56.72 43.81 40.34 42.25 40.68 38.70 40.27 33.94 38.70 36.64 46.02 39.24 44.58 50.88 39.86 43.01 34.73 36.44 36.51 40.00 An additional 20% to wage when required to wear protective equipment on hazardous/toxic waste projects. Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional $2.00 per hour. Engineers operating cranes with booms 149 feet or over in length will be paid an additional $3.00 per hour. Loader operators over 5 cubic yard capacity additional .50 per hour. Shovel operators over 4 cubic yard capacity additional $1.00 per hour. SUPPLEMENTAL BENEFITS (per hour) Joumeyman 07/01/2010 $15.96 Per hour paid. +7.40 Per hour worked. + .80 per hour on all hours paid OVERTIME PAY OVERTIME:..... See ( D, 0, U*, V ) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:......... See ( 5, 6, 7, 8, 11, 12 ) on HOLIDAY PAGE. Page 47 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County .. - .. .. .. .. - .. .. - .. - - - - .. .. .. .. - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Overtime:..... See (5,6,7,8,11,12) on HOLIDAY PAGE. * Note: For Holiday codes 5 & 6, code T applies. Note: If employees are required to work on Easter Sunday they shall be paid at the rate of triple time. Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County - 8-137B Operating Engineer - Building 04/01/2011 - JOB DESCRIPTION Operating Engineer - Building DISTRICT 1 ENTIRE COUNTIES Albany, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamilton, Herkimer, Montgomery, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Warren, Washington PARTIAL COUNTIES Dutchess: Defined as north of the northem boundary line of City of Poughkeepsie then due east to Route 115 to Bedelt Road then east along Bedelt Road to VanWagner Road then north along VanWagner Road to Bower Road then east along Bower Road to Rte. 44 east to Route 343 then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to Connecticut WAGES CLASS A1: Crane, hydraulic cranes, tower crane, locomotive crane, piledriver, cableway, derricks,whirlies, dragline, boom trucks over 5 tons. - - - CLASS A: Shovel, all Excavators (including rubber tire full swing), Gradalls, power road grader, all CMI equipment, front-end rubber tire loader, tractor- mounted drill (quarry master), mucking machine, concrete central mix plant, concrete pump, bel crete system, automated asphalt concrete plant, and tractor road paver, boom trucks 5 tons and under, maintenance engineer, self-contained crawler drill-hydraulic rock drill. - ~ CLASS B: Backhoes (rubber tired backhoelloader combination), bulldozer, pushcat, tractor, traxcavator, scraper, LeToumeau grader, form fine grader, self-propelled soil compactor (fill roller), asphalt roller, blacktop spreader, power brooms, sweepers, trenching machine, Barber Green loader, side booms, hydro hammer, concrete spreader, concrete finishing machine, one drum hoist, power hoisting (single drum), hoist two drum or more, three drum engine, power hoisting (two drum and over), two drum and swinging engine, three drum swinging engine, hod hoist, A-L frame winches, core and well drillers (one drum), post hole digger, model CHB Vibro-Tamp or similar machine, batch bin and plant operator, dinky locomotive, skid steer loader, track excavator 5/8 cubic yard or smaller, front end rubber tired loader under four cubic yards, vac truck. - CLASS C: Fork lift, high lift, all terrain fork lift: or similar, oiler, fireman and heavy-duty greaser, boilers and steam generators, pump, vibrator, motor mixer, air compressor, dust collector, welding machine, well point, mechanical heater, generators, temporary light plants, electric - submersible pumps 4" and over, murphy type diesel generator, conveyor, elevators, concrete mixer, beltcrete power pack (belcrete system), seeding, and mulching machines, pumps. * In the event that equipment listed above is operated by robotic control, the classification covering the operation will be the same as if _ manually operated. WAGES per hour 07/01/2010 - Class # A1 Class # A Class # B Class # C $ 32.98 32.54 31.63 29.06 - - Additional $0.50 per hr for Tower Cranes. Additional $0.50 per hr for Cranes with Boom length & jib 150ft. and over. Additional $1.00 per hr for Cranes with Boom length & jib 200ft. and over. Additional $2.00 per hr over B rate for Nuclear Leader work. Additional $0.40 per hr for tunnel or excavation of shaft 40' or more deep. Additional $2.50 per hr. for hazardous waste removal work on State and/or Federally designated waste site which require employees to wear Level C or above forms of personal protection SUPPLEMENTAL BENEFITS Per hour paid - Joumeyman OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY - Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE $ 20.37 - Page 48 - Prevailing Wage Rates for 07/01/2010 _ 06/30/2011 Published by the New York State Department of Labor Last Published on Apr 01 2011 PRC Number 2011003683 Dutchess County Note: If a holiday falls on Sunday, it will be celebrated on Monday. If the holiday falls on Saturday, it will be celebrated on Friday. Employees who work a Saturday holiday shall be paid double time plus the holiday pay. REGISTERED APPRENTICES Wages per hour .. .. 1000 hours terms at the following percentage of Journeyman's wage Class B .. 1st 60% 2nd 70% 3rd 80% 4th 90% - Supplemental Benefits per hour paid All terms $ 16.05 1-106b - Operating Engineer - Heavy&Highwav 04/01/2011 JOB DESCRIPTION Operating Engineer - Heavy&Highway ENTIRE COUNTIES Dutchess, Putnam, Westchester WAGES NOTE: Also covers Feasibility and Preliminary Design surveying, Line and Grade surveying for Inspection or Supervision of Construction when preformed under a Consulting Engineer Agreement. Party Chief - One who directs a survey party Instrument Man - One who runs the instrument and assists Party Chief Rodman - One who holds the rod and in general, assists the Survey Crew Catorgories cover GPS & Underground Suveying DISTRICT 9 .. - .. Per Hour: 07/01/2010 ., Party Chief Instrument Man Rodman SUPPLEMENTAL BENEFITS Per Hour: $ 52.79 38.02 32.67 .. 07/01/2010 - All Catorgories Straight Time: $ 21.95 + $3.61 (taxable) - Premium: Time & 1/2 $ 35.52 - Double Time $ 45.57 OVERTIME PAY See (B, "E, Q) on OVERTIME PAGE " Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: Overtime: .. See (5, 6, 7, 11, 12) on HOLIDAY PAGE See (5, 6, 7, 11, 12) on HOLIDAY PAGE .. 9-15Dh Operating Engineer - Heavy&Highwav 04/01/2011 .. JOB DESCRIPTION Operating Engineer - Heavy&Highway ENTIRE COUNTIES Putnam, Westchester PARTIAL COUNTIES DISTRICT 8 - III Page 49 . - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Published by the New York State Department of Labor Last Published on Apr 01 2011 PRC Number 2011003683 Dutchess County Dutchess: (*NOTE: This description is in effect up to 08/31/2006). *South of a West/East line through Dutchess County starting at the Northem Boundary of the City of Poughkeepsie. {**NOTE: This change takes effect on 09/01/2006)**The part of Dutchess (defined by the north em boundary line of City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to VanWagner Road, then north along VanWagner Road to Bower Road, then east along Bower Road to Rte. 44, and along Rt 44 east to route 343, then along route 343 east to the north em boundary of Town of Dover Plains, and east along the northem boundary of Town of Dover Plains to the border line of the State of Connecticut,and bordered on the west by the middle of the Hudson River). WAGES GROUP I: Boom Truck, Chenry Picker, Clamshell, Crane, (Crawler, Truck), Dragline,Rough Terrain Crane. - - .. GROUP I-A: Auger, Auto Grader, Dynahoe and Dual purpose and similar machines, Barber Green Loader-Euclid Loader or similar type machine, boat captain, boring machine(all types), Bulldozer-All Sizes, Central Mix Plant Operator, Chenry Picker(Cableway)-Hydraulic, chipper (all types), close circuit t.v., Compactor with Blade,Concrete Portable Hoist, C.M.I. or Similar, Conway or Similar Mucking Machines, Gradall, Shovel Backhoe, etc. Grader, Derrick (Stone-Steel) Elevator & Cage, Front End Loaders over 1 1/2yds Hoist Single, Double, Triple Drum, Hoist Portable Mobile Unit, Hoist Engineer Concrete(Crane-Derrick-Mine Hoist), Hoist Engineer-Material, Hydraulic Boom, Letoumeau or Toumapull (Scrapers over 20 yds struck), Mucking Machines, Overhead Crane, Paver (concrete) Pulsemeter, Push Button (Buss Box) Elevator, Road Mix Machines, Ross Carrier and similar, Shovels (Tunnels), SideBoom, Spreader (asphalt), Scoopmobile-Tractor-Shovel over 11/2 yards, Trenching Machines, Telephies-Vermeer Concrete Saw Trencher and/or Similar, Tractor type Demolition Equipment, Whirly,P-811 Track Renewal Machine-Similiar, certified Welder. - - GROUP I-B: Road Paver-Asphalt. GROUP II-A: Balast regulators, Compactor Self Propelled, Cow Tracks, Fusion Machine, Rail Anchor Machines, Scrapers-20 yds truck and under, Switchtampers, Vibrator Roller, etc., Roller 4 ton and over, Welder. - GROUP II-B: Mechanic-All Types. GROUP III: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler (High Pressure), Concrete Breaker, Concrete Pump, Concrete Spreader, Curb Cutter Machine, Farm Tractor (All Types), Finishing Machine (Concrete) Fine Grading Machine, Fireman, Forklift, Forklift (Electric) John - Henry drill or similar, Joy Drill or similarTractor Drilling Machine, Loader 11/2 yards and under, Locomotive(AII Sizes), Maintenance Engineer, Machine Pulling Sheep's Foot Roller, Material Hopper, Mixer Concrete-21 E and over, Mulching Grass Spreader, Portable Plant, Portable Batch Plant, Portable Crusher, Powerhouse Plant, Quarry Master,Roller under 4 ton, Spreading and Fine Grading Machine, Steel Cutting Machine, Stone Crusher, Sweeper, Turbo JetBumer or Similar, Well Drilling Machine, Winch Truck, "Aft Frame Truck. - GROUP IV-A: Service Man (Fuel Truck), Service Man (Grease Truck). - GROUP IV-B: Compressor-Compressor Plant-Paint Compressor-Steel Erection, ConveyorBelt Machine, Lighting Unit (Portable & Generator), Pilot/Assistant Engineer/2 seated, Pumps-Pump Station-Water-Sewer-Gypsum-Plaster, etc., Pump Truck(Sewer Jet or Similar), Roller-Motorized (Walk Behind), Welding Machine Steel Erection Excavation), Well Point System, Welder's Helper, Mechanic's Helper, Bending Machine, Dust Collector, Mixer Concrete under 21-E, Heater all types, Steam Jenny, Stock Room Attendant, Siphon Pump-Air- Steam, Tar Joint Machine, Vibrator (1 to 5), Compressor Truck mounted (2-6). - GROUP V-A: Master Mechanic, Master Mechanic Asst., Helicopter Hoist Operator, Engineer-All Tower Cranes-All Climbing Cranes and all cranes of 100 ton capacity or greater(3900 Manitowac or similar), Hoist Engineer(Steel), Engineer-Pile Driver, Welder-Certified, Helicopter Pilot, Helicopter Signalman, Jersey Spreader, Pavement Breaker(Air Ram), Post Hole Digger. - GROUP V-B: Concrete Saw, Oiler, Utility Man. WAGES: (per hour) - 07/01/2010 - Group I Group I-A Group I-B Group II-A Group II-B Group III Group IV-A Group IV-B Group V-A Master Mechanic/Asst Helicopter Hoist Oper Engineer All Tower,Climbing and Cranes of 100 Tons Hoist Engineer(Steel) Engineer(Pile Driver) Helicopter Pilot $ 49.99 44.14 45.70 42.29 43.60 41.56 37.83 32.56 - 46.70 45.26 - - 56.55 50.52 53.90 50.52 Page 50 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Helicopter Signalman Jersey Spreader, Pavement Breaker. (Air Ram)Post Hole Digger Group V-B Utility Man Concrete Saw Oiler Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County - 42.09 - 42.47 31.02 35.40 30.54 ... SHIFT DIFFERENTIAL: On all NYS D.O.T. and other Govemmental mandated off-shift work, an additional 15% of wage on all hours and including overtime. ... Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional $2.00 per hour over the rate listed in the Wage Schedule. Engineers operating cranes with booms 149 feet or over in length will be paid an additional $3.00 per hour over the rate listed in the Wage Schedule. Operators of shovels with a capacity over (5) cubic yards shall be paid an additional $.50 per hour over the rate listed in the Wage Schedule. Operators of loaders with a capacity over 4 cubic yards shall be paid an additional $1.50 per hour. SUPPLEMENTAL BENEFITS (per hour) .. 07/01/2010 - Journeyman: $ 16.02 on all hours paid. PLUS $7.65 limited to 1st 40 hours worked. PLUS .70 per hour on all hours worked - OVERTIME PAY OVERTIME:.... See ( B, E, Q, U. ) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:........ See (5,6,7,8,11,12) on HOLDIAY PAGE. Overtime:.... See ( 5, 6, 7, 8, 11, 12 ) on HOLIDAY PAGE. . Note: For Holiday codes 5 & 6, code U applies. Note: If employees are required to work on Easter Sunday they shall be paid at the rate of triple time. REGISTERED APPRENTICES (1 )year terms at the following rate. .. - ... 07/01/2010 1 st term 2nd term 3rd term 4th term $20.78 24.93 29.09 33.24 - Supplemental Benefits per hour: - Apprentices: $ 16.02 on all hours paid. PLUS .70 per hour on all hours worked. ... 8-137HH Operating Engineer - Heavy&Highway 04/01/2011 - JOB DESCRIPTION Operating Engineer - Heavy&Highway DISTRICT 1 ENTIRE COUNTIES Albany, Broome, Chenango, Clinton, Columbia, Essex, Franklin, Fulton, Greene, Hamilton, Montgomery, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Tioga, Warren, Washington PARTIAL COUNTIES Dutchess: Defined as north of the northern boundary line of City of Poughkeepsie then due east to Route 115 to Bedelt Road then east along Bedelt Road to VanWagner Road then north along VanWagner Road to Bower Road then east along Bower Road to Rte. 44 east to Route 343 then along Route 343 east to the northern boundary of Town of Dover Plains and east along the northern boundary of Town of Dover Plains to Connecticut. Herkimer: East of a North/South line through the RailroadStation at Little Falls. WAGES MASTER MECHANIC ... - - CLASSIFICATION 1A: Boom Truck (over 5 tons, manufacturers rating), Crane, Cherry Picker (over 5 tons capacity), Derricks (steel erection), Dragline, Overhead Crane (Gantry or Straddle type), Pile Driver, Truck Crane ... Page 51 .. ... Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County ... .. CLASSIFICATION A: Automated Concrete Spreader (CMI Type), Automatic Fine Grader, Backhoe (Except Tractor Mounted. Rubber Tired), Backhoe Excavator Full Swing (CAT 212 or similar type), Back Filling Machine, Belt Placer (CM1 Type), Blacktop Plant (Automated), Boom truck (5 tons and under), Cableway, Caisson Auger, Central Mix Concrete Plant (Automated), Concrete Curb Machine (Self-Propelled, Slipform), Concrete Pump, Directional Drilling Machine, Dredge, Dual Drum Paver, Excavator (All Purpose Hydraulically Operated, Gradall or Similar), Front End Loader (4 cu. yd. and Over), Head Tower (Sauerman or Equal), Hoist (Two or Three Drum), Holland Loader, Maintenance Engineer, Mine Hoist, Mucking Machine or Mole, Pavement Breaker (SP Wertgen; PB-4 and similar type), Power Grader, Profiler (over 105 H.P.), Quad 9, Quarry Master (or equivalent), Scraper, Shovel, Side Boom, Slip Form Paver (If a second man is needed, he shall be an Oiler), Tractor Drawn Belt-Type Loader, Truck or Trailer Mounted Log Chipper (Self Feeder), Tug Operator (Manned Rented Equipment Excluded), Tunnel Shovel - .. CLASSIFICATION B: Asphalt Paver, Backhoe (Tractor Mounted, Rubber Tired), Bituminous Recycler Machine, Bituminous Spreader and Mixer, Blacktop Plant (Non-Automated), Blast or Rotary Drill (Truck or Tractor Mounted), Boring Machine, Cage Hoist, Central Mix Plant (Non-Automated) and All Concrete Batching Plants, Cherry Picker (5 tons capacity and under), Concrete Paver (Over 16S), Crawler Drill (Self-contained), Crusher, Diesel Power Unit, Drill Rigs (Tractor Mounted), Front End Loader (Under 4 cu. yd.), GreasemanlLubrication Engineer, Hi-Pressure Boiler (15 Ibs. and over), Hoist (One Drum), Hydro-Axe, Kolman Plant Loader and Similar Type Loaders (If Employer requires another man to clean the screen or to maintain the equipment, he shall be an Oiler), L.C.M. Work Boat Operator, Locomotive, Mixer (for stabilized base self- propelled), Monorail Machine, Plant Engineer, Profiler (105 H.P. and under), Pug Mill, Pump Crete, Ready Mix Concrete Plant, Refrigeration Equipment (for soil stabilization), Road Widener, Roller (all above sub~rade), Sea Mule, Self-contained Ride-on Rock Drill (Excluding Air- Track Type Drill), Skidder, Tractor with Dozer and/or Pusher, Trencher, Tugger Hoist, Vermeer saw (ride on, any size or type),Welder, Winch, Winch Cat - - .. CLASSIFICATION C: A Frame Winch Hoist on Truck, Aggregate Plant, Ballast Regulator (Ride-on), Boiler (used in conjunction with production), Bituminous Heater (self-propelled), Cement and Bin Operator, Hands-Off Equipment (Compressors, Dust Collectors, Generators, Pumps, Welding Machines, Light Plants, Heaters), Concrete Pavement Spreader and Finisher, Concrete Paver or Mixer (16S and under), Concrete Saw (self- propelled), Conveyor, Directional Drill Machine Locator, Drill (Core), Drill (Well), Farm Tractor with accessories, Fine Grade Machine, Fireman, Fork Lift, Form Tamper, Grout Pump, Gunite Machine, Hammers (Hydraulic self-propelled), Hydra-Spiker (Ride-on), Hydraulic Pump Gacking system), Hydro-Blaster (Water), Mulching Machine, Oiler, Parapet Concrete or Pavement Grinder, Post Hole Digger and Post Driver, Power Broom (towed), Power Heaterman, Power Sweeper, Revinius Widener, Roller (Grade and Fill), Scarifier (Ride-on), Shell Winder, Skid steer loader (Bobcat or similar), Span-Saw (Ride-on), Steam Cleaner, Tamper (Ride-on), Tie Extractor (Ride-on), Tie Handler (Ride-on), Tie Inserter (Ride-on), Tie Spacer (Ride-on), Tire Repair, Track Liner (Ride-on), Tractor Tractor (with towed accessories), Vac Truck, Vibratory Compactor, Vibro Tamp, Well Point - .. .. *Note for all above classifications of Operating Engineer - In the event that equipment listed above is operated by robotic control, the classification covering the operation will be the same as if manually operated. WAGES per hour - Master Mechanic Class 1 A Class A Class B Class C $ 34.15 32.97 32.54 31.63 29.06 07/01/2011 An Additional $ 2.12** 2.12** 2.12** 2.12** 2.12** 07/01/2010 .. ... Additional $2.00 per hour for All Employees who work a single irregular work shift starting from 5:00 PM to 1 :00 AM that is mandated by the Contracting Agency. Additional $0.50 per hr for Cranes with Boom length & jib 150ft. and over. Additional $1.00 per hr for Cranes with Boom length & jib 200ft. and over. Additional $0.50 per hr for Tower Cranes. Additional $2.50 per hr. for hazardous waste removal work on State and/or Federally designated waste site which require employees to wear Level C or above forms of personal protection. .. - (**)To be allocated at a later date SUPPLEMENTAL BENEFITS Per hour paid - Joumeyman OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (5, 6) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE Note: If the holiday falls on Sunday, it will be celebrated on Monday. If the holiday falls on a Saturday, it will be celebrated on Saturday. Page 52 $ 20.55 - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County .. REGISTERED APPRENTICES Wages per hour - 1000 hours tenms at the following percentage of Journeyman's wage Class B 1st 60% 2nd 70% 3rd 80% 4th 90% .. Supplemental Benefits per hour paid All Terms .. $ 16.20 1-106h Operating Engineer - Heavy&Highwav - Tunnel 04/01/2011 .. JOB DESCRIPTION Operating Engineer - Heavy&Highway - Tunnel ENTIRE COUNTIES Putnam, Westchester PARTIAL COUNTIES Dutchess: (*NOTE: This description is in effect up to 08/31/2006). *South of a West/East line through Dutchess County starting at the Northem Boundary of the City of Poughkeepsie. (-NOTE: This change takes effect on 09/01/2006)**The part of Dutchess (defined by the northern boundary line of City of Poughkeepsie, then due east to Route 115, then north along Route 115 to Bedell Road, then east along Bedell Road to VanWagner Road, then north along VanWagner Road to Bower Road, then east along Bower Road to Rte. 44, and along Rt. 44 east to route 343, then along route 343 east to the northem boundary of Town of Dover Plains, and east along the northern boundary of Town of Dover Plains to the border line of the State of Connecticut, and bordered on the west by the middle of the Hudson River). WAGES GROUP I: Boom Truck, Cherry Picker, Clamshell, Crane(Crawler, Truck), Dragline, Rough Terrain Crane. DISTRICT 8 ... .. III GROUP I-A: Auger, Auto Grader, Dynahoe & Dual purpose & similar machines, Barber Green Loader-Euclid Loader or similar type machine, Boat Captain, Boring Machine(all types), Bull Dozer-all types, Central Mix Plant Operator, Cherry Picker(Cableway or hydraulic), Chipper-all types, Close Circuit T.V., Compactor with Blade, Concrete Portable Hoist, C.M.I. or similar, Conway or similar Mucking Machine, Crane(Crawler or Truck) dragline, Gradall, Shovel Backhoe, etc. Grader, Derrick(Stone-Steel), Elevator & Cage(materials or passengers), Front End Loaders over 1 1/2 yards, Hoist Single, Double, Triple Drum, Hoist Portable Mobile Unit, Hoist Engineer-Concrete(Crane-Derrick- Mine Hoist), Hoist Engineer-Material, Hydraulic Boom, Letourneau or Toumapull(Scrapers over 20 yards struck), Log Skidder, Moveable Concrete Barrier Transfer & Transport Vehicle, Mucking Machines. Overhead Crane, Paver(concrete), Pulsemeter, Push Button(Buzz Box)Elevator, Raise Boring Machine, Road Mix Machines. Robot Hammer(Brock or similar), Ross Carrier and similar machines, Shovels(Tunnels), Side Boom, Slip Form Machine, Spreader(Asphalt), Scoopmobile-Tractor-Shovel over 1 1/2 yards, Trenching Machines, Telephies-Venmeer Concrete Saw Trencher and/or similar, Tractor type demolition equipment, Whirly. ... .. - GROUP 1-8: Road Paver(Asphalt). GROUP II-A: Balast Regulators, Compactor Self-propelled, Cow Tracks, Fusion Machine, Rail Anchor Machines, Roller 4 ton and over, Scrapers (20 yard struck and under), Switch Tampers, Vibratory Roller, etc., Welder. - GROUP II-B: Mechanic(outside) all types, Shop Mechanic. GROUP III: Air Tractor Drill, Asphalt Plant, Batch Plant, Boiler (High Pressure), Concrete Breaker, Concrete Pump, Concrete Spreader, Curb Cutter Machine, Farm Tractor(all types), Finishing Machine(Concrete) Fine Grading Machine, Firemen, Forklift, Forklift(Electric), John Henry Drill or similar, Joy Drill or similar Tractor Drilling Machine, Loader 1 1/2 yards and under, Locomotive(all sizes), Maintenance Engineer, Machine Pulling Sheeps Foot Roller, Material Hopper, Mixer Concrete(21-E & over), Mulching Grass Spreader, Portable Asphalt Plant, Portable Batch Plant, Portable Crusher, Powerhouse Plant, Quarry Master, Roller under 4 ton, Spreading and Fine Grading Machine, Steel Cutting Machine, Stone Crusher, Sweeper, Turbo Jet Bumer or similar, Well Drilling Machine, Winch Truck "A' Frame. - ... GROUP IV-A: Service Man(Fuel Truck), Service Man(Grease Truck). .. GROUP IV-B: Bending Machine, Compressor-Gompressor Plant-Paint, Compressor-Steel Erection, Compressor Truck Mounted(2-6), Conveyor Belt Machine, Dust Collector, Heater(all types), Lighting Unit(portable & generator), Mixer Concrete under 21-E, Pilot/Assistant Engineer/2 seated, Pumps-Pump Station-Water-Sewer-Gypsum-Plaster, etc., Pump Truck(Sewer Jet or similar), Roller Motorized(Walk behind), Steam Jenny, Stock Room Attendant, Syphon Pump-Air-Stream, Tar Joint Machine, Vibrator(1 to 5), Welding Machine, Welders Helper. .. GROUP V-A: Engineer(Pile Driver), Engineer(all Tower Cranes, all Climbing Cranes & all cranes of 100 ton capacity or greater), Helicopter Hoist Operator, Helicopter Pilot, Helicopter Signalman, Hoist Engineer(Steel-Sub Structure), Engineer-Pile Driver, Jersey-Spreader, Pavement breaker(Air Ram), Master Mechanic, Asst. Master Mechanic, Post Hole Digger, Welder-Certified. .. GROUP V-B: Concrete Saw, Oiler, Utility Man. III Page 53 .. - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County .. WAGES: (per hour) 07/01/2010 .. GROUP I GROUP I-A GROUP I-B GROUP II-A GROUP II-B GROUP III GROUP IV-A GROUP IV-B GROUP V-A Engineer-Pile Driver Engineer-Cranes Helicopter Pilot Helicopter Signalman Helicopter Hoist Opr Hoist Engineer Jersey Spreader, Pavement Breaker(Air Ram), Post Hole Digger Master Mechanic Asst. Master Mechanic Welder-Certified GROUP V-B Concrete Saw Oiler Utility Man $49.99 44.14 45.70 42.29 43.60 41.56 37.83 32.56 - - - 53.90 56.55 50.52 42.09 45.26 50.52 42.47 - - 42.47 46.70 35.40 30.54 31.02 - An additional 20% to wage when required to wear protective equipment on hazardous/toxic waste projects. Operators required to use two buckets pouring concrete on other than road pavement shall receive $0.50 per hour over scale. Engineers operating cranes with booms 100 feet but less than 149 feet in length will be paid an additional $2.00 per hour. Engineers operating cranes with booms 149 feet or over in length will be paid an additional $3.00 per hour. Operators of shovels with a capacity over (4) cubic yards shall be paid an additional $1.00 per hour. Operators of loaders with a capacity over (5) cubic yards shall be paid an additional $0.50 per hour. SUPPLEMENTAL BENEFITS (per hour) - - Journeyman: 07/01/2010 $ 16.02 + 7.65 +.70 all hours paid. 1 st 40 hours worked for all hours worked. .. - OVERTIME PAY See (D, 0, 'U, V) on OVERTIME PAGE HOLIDAY Paid: See (5, 6,7, 8, 11, 12) on HOLIDAY PAGE Overtime: See (5, 6, 7, 8,11,12) on HOLIDAY PAGE * Note: For Holiday codes 5 & 6, code U applies. Note: If employees are required to work on Easter Sunday, they shall be paid at the rate of triple time. REGISTERED APPRENTICES (1 )year terms at the following rates. - - 07/01/2010 - 1 st year Apprentice 50% of above rate 20.78 per hr. - 2nd year Apprentice 60% of above rate 24.93 per hr. 3rd year Apprentice 70% of above rate 29.09 per hr. - Page 54 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County .. 4th year Apprentice 80% of above rate 33.24 per hr. .. ... .. Supplemental Benefits per hour: Apprentices: - 07/01/2010 $ 16.02all hours paid. +.70 for all hours worked. .. 8-137Tun Operating Engineer - Marine Construction 04/01/2011 .. JOB DESCRIPTION Operating Engineer - Marine Construction DISTRICT 4 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, S1. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per Hour: .. .. DREDGING OPERATIONS 07/01/2010 ... CLASS A Operator, Leverman, Lead Dredgeman $ 32.89 ... CLASS A 1 Dozer, Front Loader Operator To Conform to Operating Engineer Prevailing Wage in Locality where Work is being Performed including Benefits. - CLASS B Spider/Spill Barge Operator, Tug Operator(over1 OOOhp), Operatorll, Fill Placer, Derrick Operator, Engineer, Chief Mate, Electrician, Chief Welder, Maintenance Engineer $ 28.49 .. ... Certified Welder, Boat Operator(licensed) $ 26.84 - CLASS C Drag Barge Operator, Steward, Mate, Assistant Fill Placer, Welder (please add) $ 26.14 .. Boat Operator $ 0.06 $ 25.29 - CLASS D Shoreman, Deckhand, Rodman, Scowman, Cook, Messman, Porter/Janitor $ 21.09 - Page 55 .. . Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Oiler(please add) Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County - $ O.Og SUPPLEMENTAL BENEFITS Per Hour: - THE FOllOWING SUPPLEMENTAL BENEFITS APPLY TO All CATEGORIES 07/01/2010 - (overtime hours add) $ 8.05 plus 7% of straight time wage $ 0.63 All Classes A & B - (overtime hours add) $ 7.75 plus 7% of straight time wage $ 0.48 - All Class C ... - (overtime hours add) OVERTIME PAY See (B, F, R) on OVERTIME PAGE HOLIDAY Paid: Overtime: $ 7.45 plus 7% of straight time wage $ 0.23 All Class D - See (1) on HOLIDAY PAGE See (5, 6, 8, 15, 26) on HOLIDAY PAGE 4-25a-MarConst Operating Engineer - Survey Crew 04/01/2011 - - JOB DESCRIPTION Operating Engineer - Survey Crew DISTRICT 6 ENTIRE COUNTIES Albany, Allegany, Broome, Cayuga, Chemung, Chenango, Clinton, Columbia, Cortland, Essex, Franklin, Fulton, Greene, Hamilton, Herkimer, Jefferson, lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Oswego, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, S1. lawrence, Steuben, Tioga, Tompkins, Warren, Washington, Wayne, Yates PARTIAL COUNTIES Dutchess: : The Northem portion of the county from the Northem boundry line of the City of Poughkeepsie North. Genesee: Only that portion of the county that lies east of a line down the center of Route 98 to include all area that lies within the City of Batavia - - WAGES Per hour: SURVEY CLASSIFICATIONS: Party Chief- One who directs a survey party. Instrument person- One who runs the instrument and assists the Party Chief. Rod person- One who holds the rods and, in general, assists the survey party. - 07/01/2010 06/01/2011 06/01/2012 ... Survey Rates: Party Chief Instrument/Rod person $ 30.87 28.10 $31.62 28.85 $ 32.62 29.85 Additional $3.00 per hr. for work in a Tunnel. Additional $2.50 per hr. for EPA or DEC certified toxic or hazardous waste work SUPPLEMENTAL BENEFITS Per hour worked: ... Joumeyman $ 19.25 $ 20.50 $ 21.75 - OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: Overtime: See (5, 6) on HOLIDAY PAGE See (5, 6) on HOLIDAY PAGE - Page 56 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New Yorl< State Department of Labor PRe Number 2011 003683 Dutchess County tI!! REGISTERED APPRENTICES WAGES: (1 yr. or 1000 hrs.) terms at the following wage rates. - 1 st year 60% 2nd year 70% 3rd year 80% $ 16.86 19.67 22.48 $ 17.31 20.19 23.08 $ 17.91 20.89 23.88 - SUPPLEMENTAL BENEFITS: $ 19.25 $ 20.50 $ 21.75 - 6-545 D.H.H. Operating Engineer. Survey Crew. Consulting Engineer 04/01/2011 - JOB DESCRIPTION Operating Engineer - Survey Crew - Consulting Engineer DISTRICT 6 ENTIRE COUNTIES Albany, Allegany, Broome, Cayuga, Chemung, Chenango, Clinton, Columbia, Cortland, Essex, Franklin, Fulton, Greene, Hamilton, Herkimer, Jefferson, Lewis, Livingston, Madison, Monroe, Montgomery, Niagara, Oneida, Onondaga, Ontario, Oswego, Otsego, Rensselaer, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Tioga, Tompkins, Warren, Washington, Wayne, Yates PARTIAL COUNTIES Dutchess: The northern portion of the county from the northern boundry line of the City of Poughkeepsie north. Genesee: Entire county except that portion of the county that lies west of a line down the center of Route 98 excluding that area that lies within the City of Batavia. WAGES Per hour: - - - Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a Consulting Engineer Agreement. SURVEY CLASSIFICATIONS: Party Chief- One who directs a survey party. Instrument Man- One who runs the instrument and assists the Party Chief. Rodman- One who holds the rods and in general, assists the survey party. - 06/01/2010 06/01/2011 06/01/2012 - Survey Rates: Party Chief $ 30.87 $ 31.62 $ 32.62 Instrument/Rodperson 28.10 28.85 29.85 - Additional $3.00 per hr. for work in a Tunnel. Additional $2.50 per hr. for EPA or DEC certified toxic or hazardous waste work SUPPLEMENTAL BENEFITS Per hour worked: - $19.25 $ 20.50 $ 21.75 OVERTIME PAY - See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (5, 6) on HOLIDAY PAGE Overtime: See (5,6) on HOLIDAY PAGE 6-545 DCE - Painter 04/01/2011 JOB DESCRIPTION Painter DISTRICT 1 - ENTIRE COUNTIES Columbia, Dutchess, Greene, Orange, Sullivan, Ulster WAGES - Per hour 07/01/2010 05/01/2011 05/01/2012 An Additional An Additional . Brush/Paper Hanger $ 27.39 $ 2.25** $ 2.25** Dry Wall Finisher 27.39 2.25** 2.25** Lead Abatement 27.39 2.25** 2.25** Sandblaster-Painter 27.39 2.25** 2.25- .. Page 57 .. - - Spray Rate 28.39 2.25** Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County 2.25** Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 (**) To be allocated at a later date _ See Bridge Painting rates for the following work: Structural Steel (defined as any steel where a man works without the support of solid scaffolding or mechanical lifts), all work performed on tanks (100,000 gallons or over twenty feel high), ALL BRIDGES, towers, smoke stacks, flag poles. Rate shall apply to all of said areas from the ground up. _ SUPPLEMENTAL BENEFITS Per hour worked - Journeyman OVERTIME PAY See (B, E, E2, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6) on HOLIDAY PAGE REGISTERED APPRENTICES Wages per hour $ 16.39 - - Six (6) month terms at the following percentage of Journeyman's wage 1st 2nd 3rd 4th 5th 6th 40% 50% 60% 70% 80% 90% - Supplemental Benefits per hour worked 1 st term $ 7.49 - All others 16.39 Painter - Bridge & Structural Steel - 1-155 04/01/2011 JOB DESCRIPTION Painter - Bridge & Structural Steel DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, _ Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES (Per Hour Worked) 07/01/2010 10/01/2010 - STEEL: Bridge Painting $ 45.50 $ 46.25 - Power Tool/Spray $ 51.50 $ 52.25 Shift Work: Where project specifications and/or contract provide for night work outside the regular hours of work, and said night work is performed on a second shift, which is separate from the first crew, the night shift employees shall be paid an additional 1 0% of the regular wage up to seven (7) hours, after which they shall be paid at time and one half the regular wage. If only a night shift is employed, the employees shall be paid at time and one half. - - Note: For Bridge Painting Contracts, ALL WORKERS on and off the bridge (including Flagmen) are to be paid Painter's Rate; the contract must be ONLY for Bridge Painting. SUPPLEMENTAL BENEFITS Per Hour Worked: 07/01/2010 10/01/2010 Journeyworker $ 29.90* $ 31.04* $ 29.90** $ 31.04** Hourly Rate after 40 hours from May 1 st to Nov. 15th $6.00 only $6.75 only Hourly Rate after 50 hours from Nov. 16th to April 30th $6.00 only $6.75 only Page 58 - - - - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County .. .. *For the period of May 1 st to November 15th: This rate shall be paid up to maximum of forty (40) hours worked per week. For all hours exceeding 40, the hourly rate shall drop to the hourly rate shown above by date. EXCEPT for the first and last week of employment on the project, and for the weeks of Memorial Day, Independence Day and Labor Day, _ this rate shall be paid for the actual number of hours worked. "For the period of November 16th to April 30th: This rate shall be paid up to a maximum of fifty (50) hours worked per week. For all hours exceeding 50, the hourly rate shall drop to the .. hourly rate shown above by date. OVERTIME PAY See (A, F, R) on OVERTIME PAGE *Note: When calculating overtime pay for the Power Tooll Spray classification, add Six dollars to the hourly overtime rate calculated for the .. "Bridge Painting" classification. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (4,6) on HOLIDAY PAGE .. REGISTERED APPRENTICES (wage per hour Worked): (1) year terms at the following percentage of Journeyworkers wage. .. Apprentices: 1st 2nd 3rd 07/01/2010 40% 60% 80% - Supplemental Benefits: 1 st Term: Same percentage as used for wage .. 2nd and 3rd term: Same percentage as used for wage 9-DC-9/806/155-BrSS Painter - Line Striping 04/01/2011 .. JOB DESCRIPTION Painter - Line Striping DISTRICT 9 ENTIRE COUNTIES Albany, Bronx, Clinton, Columbia, Dutchess, Essex, Franklin, Fulton, Greene, Hamilton, Kings, Montgomery, Nassau, New York, Orange, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Suffolk, Sullivan, Ulster, Warren, Washington, Westchester WAGES Per hour: .. - Painter (Striping-Highway): 07/01/2010 Striping-Machine Operator* Linerman Thermoplastic $ 25.53 $ 30.79 - Note: . Includes but is not limited to: Positioning of cones and directing of traffic using hand held devices. Excludes the Driver/Operator of equipment used in the maintenance and protection of traffic safety SUPPLEMENTAL BENEFITS Per hour paid: Joumeyworker: - 07/01/2010 $ 9.97 + 7% of wage .. OVERTIME PAY See (B, E, P, S) on OVERTIME PAGE HOLIDAY Paid: Overtime: See (5, 20) on HOLIDAY PAGE See (5,8,11,12,15,16,17,20,21,22) on HOLIDAY PAGE - 9-8A128A-LS Painter - Metal Polisher 04/01/2011 .. JOB DESCRIPTION Painter - Metal Polisher ENTIRE COUNTIES DISTRICT 9 .. Page 59 - - .. Prevailing Wage Rates for 07/01/201 0 - 06/30/2011 Published by the New York State Department of Labor Last Published on Apr 01 2011 PRC Number 2011 003683 Dutchess County Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES - 07/01/2010 Metal Polisher $ 25.60" - "Note: All workers shall be paid an additional premium in an amount equal to twenty (20%) percent of their basic straight time rate of pay for all time worked on hanging scaffolds and on standing scaffolds while working more than 34 feet off the ground. Such premium are to be paid on top of their straight time or overtime, whichever is applicable. This also applies to employees erecting scaffolding. SUPPLEMENTAL BENEFITS Per Hour: 07/01/2010 - Joumeyworker: $11.12 - - OVERTIME PAY See (B, E, a, T) on OVERTIME PAGE HOLIDAY Paid: See (5, 6, 11, 15, 16, 25, 26) on HOLIDAY PAGE Overtime: See (5, 6, 9, 11, 15, 16, 25, 26) on HOLIDAY PAGE REGISTERED APPRENTICES 55% of Basic Polisher Rate 9-8A128A-MP - Plumber 04/01/2011 - JOB DESCRIPTION Plumber ENTIRE COUNTIES Dutchess DISTRICT 8 - PARTIAL COUNTIES Delaware: Only the Townships of Middletown and Roxbury. Ulster: Entire county (including Wallkill and Shawangunk Prisons in Town of Shawangunk) EXCEPT for remainder of Town of Shawangunk, and Towns of Plattekill, Marlboro, and Wawarsing. WAGES (per hour) 07/01/2010 - - Plumber & Steamfitter SUPPLEMENTAL BENEFITS Per hour: $ 41.66 .. Joumeyman: $ 23.51 per hour paid + 2.29 per hour worked** ""Not Subject to Overtime - OVERTIME PAY See (8, "E, a, V) on OVERTIME PAGE "Note: Time & 1/2 for 1st. 8 on Sat.- all additional hours double time. - HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8,16,25) on HOLIDAY PAGE REGISTERED APPRENTICES (1 )year terms at the following rates. 1 st year. 2nd year. 3rd year. 4th year. 5th year. $ 15.68 21.85 25.40 30.69 35.52 - - - Page 60 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Supplemental Benefits per hour: Apprentices 1 st yr. Published by the New York State Department of Labor PRC Number 2011 003683 Dutchess County .... .... 2nd yr. $ 10.42 per hour paid + 0.98 per hour worked 13013 per hour paid + 1.10 per hour worked 14.60 per hour paid + 1.35 per hour worked 16.68 per hour paid + 1.98 per hour worked 18.30 per hour paid + 1.98 per hour worked .. 3rd yr. 4th yr. .. 5th yr. 8-21.2-SF .. Plumber - HVAC / Service 04/01/2011 JOB DESCRIPTION Plumber - HVAC / Service ENTIRE COUNTIES Dutchess, Putnam, Westchester PARTIAL COUNTIES Delaware: Only the townships of Middletown and Roxbury Ulster: Entire County(including Wallkill and Shawangunk Prisons) except for remainder of Town of Shawangunk and Towns of Plattekill, Marlboro, and Wawarsing. DISTRICT 8 .. .. WAGES Per hour: 07/01/2010 11/01/2010 01/01/2011 - HV AC Service $ 34.78 $36.06 Jobbing & Alteration* $ 32.60 $ 32.56 .. *Repairs, replacements and alteration work is any repair or replacement of a present plumbing system that does not change existing roughing or water supply lines. .. SUPPLEMENTAL BENEFITS Per hour worked: - 07/01/2010 11/01/2010 1/01/2011 Journeyman HV AC Service $ 13.80 per hour paid + 2.29 per hour worked $ 16.00 per hour paid + .98 per hour worked .. Journeyman Jobbing Alterations $ 14.85 per hour paid + .83 per hour worked $ 19.57 per hour paid + 2.73 per hour worked .. OVERTIME PAY See (B, *E, Q, V) on OVERTIME PAGE Note: Time and one half for the first eight hours on Saturdays. Additional hours on Saturday to be paid at double time. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8,16,25) on HOLIDAY PAGE REGISTERED APPRENTICES HVAC SERVICE .. .. - REGISTERED APPRENTICES (1 )year terms at the following wages. .. 07/01/2010 01/01/2011 1 st yr. $ 16.60 $ 17.07 2nd yr. $ 19.18 $ 19.80 3rd yr. $ 24.09 $ 24.84 4th yr. $ 29.32 $ 30.31 5th yr. 31.31 32.44 .. Page 61 III iIIllI Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 .. Supplemental Benefits per hour worked: Apprentices 07/01/2011 .. 1 st term $ 13.67 per hour paid + 0.83 per hour worked $ 13.87 per hour paid + 0.83 per hour worked $ 14.17 per hour paid + 0.83 per hour worked $ 14.47 per hour paid + 0.83 per hour worked $ 14.67 per hour paid + 0.83 per hour worked 2nd term .. 3rd term 4th term .. 5th term - JOBBING & ALTERATIONS REGISTERED APPRENTICES (1 )year terms at the following wages. .. 1st yr. $13.14 $ 15.98 2nd yr. $17.48 $ 17.64 07/01/2010 11/01/2010 .. Supplemental Benefits per hour worked: Apprentices 1 st term 07/01/2010 $ 8.16 per hour paid + 0.43 per hour worked $ 10.66 per hour paid + 0.79 per hour worked $ 11.76 per hour paid + 0.89 per hour worked $ 14.20 per hour paid + 1.25 per hour worked $ 15.19 per hour paid + 1.60 per hour worked - 2nd term 3rd term .. 4th term 5th term .. 3rd yr. $ 20.88 $ 18.70 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County 4th yr. $ 24.11 $ 26.40 5th yr. $ 27.92 $ 27.76 01/01/2011 $ 13.67 per hour paid + .98 per hour worked $ 14.49 per hour paid + .98 per hour worked $ 14.91 per hour paid + .98 per hour worked $ 15.35 per hour paid + .98 per hour worked $ 15.67 per hour paid + .98 per hour worked NOTE: This listing is the combined, updated information for 21.1-SF/Re/AC and 21.2-SF/Re/AC, as of 8/1/09. .. 11/01/2010 $ 6.14 per hour paid + .60 per hour worked $ 7.06 per hour paid + .93 per hour worked $ 10.17 per hour paid + 1.05 per hour worked $ 13.38 per hour paid + 1.46 .per hour worked $ 14.36 per hour paid + 1.90 per hour worked 8-21.1 &2-SF/Re/AC Roofer 04/01/2011 JOB DESCRIPTION Roofer DISTRICT 9 ENTIRE COUNTIES Bronx, Dutchess, Kings, New York, Orange, Putnam, Queens, Richmond, Rockland, Sullivan, Ulster, Westchester WAGES Per Hour: .. .. 07/01/2010 .. Roofer/Waterproofer $ 37.50 .. - SUPPLEMENTAL BENEFITS Joumeyworker $ 27.37 - OVERTIME PAY See (B, H) on OVERTIME PAGE - Page 62 .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011003683 Dutchess County HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5,6,13,25) on HOLIDAY PAGE REGISTERED APPRENTICES ( 1 ) year terms at the following percentage of Joumeyworkers hourly wage. 1 st 2nd 3rd 4th 35% 50% 60% 75% .. .. Supplemental Benefits: Per hour paid at the following term percentage of Joumeyworkers. .. Apprentice: 1st $3.87 2nd $13.86 3rd $16.50 4th $20.50 .. 9-8R Sheetmetal Worker 04/01/2011 .. JOB DESCRIPTION Sheetmetal Worker ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster, Westchester WAGES DISTRICT 8 .. SheetMetal Worker 07/01/2010 $ 4Q.42 SUPPLEMENTAL BENEFITS Joumeyman .. $ 29.64 OVERTIME PAY OVERTIME:.. See ( B, E, Q, ) on OVERTIME PAGE. *Note: For Sundays or Holidays worked, HOURLY WAGE is double the total of the hourly wage plus the hourly benefit paid all in wages. (Benefits are included in the wages). .. .. HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6, 8,13,16,23) on HOLIDAY PAGE REGISTERED APPRENTICES 1 st 2nd 3rd $14.79 $16.76 $ 18.67 .. 4th $ 20.58 5th $ 22.39 6th $ 24.29 7th $ 26.19 8th $ 28.53 .. Supplemental Benefits per hour. Apprentices 1 st term 2nd term 3rd term 4th term 5th term 6th term 7th term 8th term .. $ 13.27 14.81 16.40 17.98 19.67 21.27 22.87 24.03 .. 8-38 .. Sprinkler Fitter 04/01/2011 JOB DESCRIPTION Sprinkler Fitter ENTIRE COUNTIES Dutchess, Orange, Putnam, Rockland, Sullivan, Ulster, Westchester WAGES Per hour DISTRICT 1 .. .. 07/01/2010 Sprinkler $ 39.40 .. Page 63 .. - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Fitter Published by the New York State Department of Labor PRe Number 2011003683 Dutchess County - SUPPLEMENTAL BENEFITS Per hour worked - Joumeyman $ 18.85 - OVERTIME PAY See (B, E, Q) on OVERTIME PAGE HOLIDAY Paid: See (1) on HOLIDAY PAGE Overtime: See (5, 6) on HOLIDAY PAGE Note: When a holiday falls on Sunday, the following Monday shall be considered a holiday and all work performed on either day shall be at the double time rate. When a holiday falls on Saturday, the preceding Friday shall be considered a holiday and all work performed on either day shall be at the double time rate. REGISTERED APPRENTICES Wages per hour .. - One Half Year terms at the following percentage of Joumeyman's wage 1st 50% 2nd 50% 3rd 55% 4th 60% 5th 65% 6th 70% 7th 75% 8th 80% 9th 85% 10th 90% - Supplemental Benefits per hour worked 07/01/2010 - 1 st & 2nd terms 3rd & 4th terms All others $ 8.41 $ 13.35 $ 18.85 1-669.2 - Survey Crew Consulting 04/01/2011 - JOB DESCRIPTION Survey Crew Consulting ENTIRE COUNTIES Bronx, Kings, Nassau, New York, Putnam, Queens, Richmond, Suffolk, Westchester PARTIAL COUNTIES Dutchess: Only the portion south of the north city line in Poughkeepsie. WAGES Feasibility and preliminary design surveying, line and grade surveying for inspection or supervision of construction when performed under a Consulting Engineer agreement. Categories cover GPS & underground surveying. DISTRICT 9 .. - WAGES: (per hour) - 07/01/2010 Survey Rates: ... Party Chief..... Instrument Man.. Rodman.......... SUPPLEMENTAL BENEFITS Per Hour $ 33.70 $ 28.38 $ 25.02 07/01/2010 .. All Crew Members: $ 11.70 - OVERTIME PAY OVERTIME:.... See ( S, E*, Q, V ) ON OVERTIME PAGE. *Doubletime paid on the 9th hour on Saturday. HOLIDAY Paid: Overtime: See (5, 6, 7, 11, 16) on HOLIDAY PAGE See (5, 6, 7, 11, 16) on HOLIDAY PAGE 9-15dconsult .... Teamster - Building / Heavy&Highway 04/01/2011 - Page 64 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 012011 JOB DESCRIPTION Teamster - Building / Heavy&Highway ENTIRE COUNTIES Dutchess, Orange, Rockland, Sullivan, Ulster WAGES GROUP 1: LeToumeau Tractors, Double Barrel Euclids, Athney Wagons and similar equipment (except when hooked to scrapers), Low Beds, I-Beam and Pole Trailers, Tire Trucks and Tractor and Trailers with 5 axles and over, Articulated Back Dumps and Road Oil Distributors. Published by the New York State Department of Labor PRe Number 2011003683 Dutchess County - DISTRICT 8 - .. GROUP 1A: Drivers on detachable Gooseneck Low Bed Trailers rated over 35 tons. - GROUP 2: All equipment 25 yards and up to and including 30 yard bodies and cable Dump Trailers and Powder and Dynamite Trucks. GROUP 3: All Equipment up to and including 24-yard bodies, Mixer Trucks, Dump Crete Trucks and similar types of equipment, Fuel Trucks and Batch Trucks and all other Tractor Trailers. ... GROUP 4: Tri-Axles, Ten Wheelers, Grease Trucks, Tillerman, Pattem Trucks, Intinuator Trucks. GROUP 5: Straight Trucks. .. GROUP 6: Pick-up Trucks for hauling materials, parts, and Escort Man over-the-road. WAGES: (per hour) 07/01/2010 - GROUP 1 GROUP1A GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 $ 29.70 30.84 29.14 28.92 28.81 28.69 28.69 .. .. NOTE: additional 20% premium above the hourly wage for hazardous and toxic waste removal. This applies to all groups. Shift Work: A shift premium of 10% on 2ND Shift and 15% on 3RD Shift will be paid for off-shift or irregular shift work when mandated by the NYS DOT or other govemmental agency contracts. SUPPLEMENTAL BENEFITS Per hour paid: First 40 hours Over 40 hours - $ 23.95 18.65 - OVERTIME PAY OVERTIME:... See ( B, E, P,T*,U.*) on OVERTIME PAGE. HOLIDAY HOLIDAY: Paid:...... See (5,6,13,15,25) on HOLIDAY PAGE. Overtime:.. See (5,6,13, 15,25) on HOLIDAY PAGE. NOTE: Holidays worked Monday to Friday receive straight time wage for working, plus Holiday Pay. .Holidays worked on Saturday, code T applies. ..Holidays worked on Sunday, code U applies. - - 8-445B/HH .. Welder 04/01/2011 JOB DESCRIPTION Welder DISTRICT 1 ENTIRE COUNTIES Albany, Allegany, Bronx, Broome, Cattaraugus, Cayuga, Chautauqua, Chemung, Chenango, Clinton, Columbia, Cortland, Delaware, Dutchess, Erie, Essex, Franklin, Fulton, Genesee, Greene, Hamilton, Herkimer, Jefferson, Kings, Lewis, Livingston, Madison, Monroe, Montgomery, Nassau, New York, Niagara, Oneida, Onondaga, Ontario, Orange, Orleans, Oswego, Otsego, Putnam, Queens, Rensselaer, Richmond, Rockland, Saratoga, Schenectady, Schoharie, Schuyler, Seneca, St. Lawrence, Steuben, Suffolk, Sullivan, Tioga, Tompkins, Ulster, Warren, Washington, Wayne, Westchester, Wyoming, Yates WAGES Per hour 07/01/2010 .. .. .. Welder (To be paid the same rate of the mechanic performing the work) OVERTIME PAY . Page 65 . .. Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRe Number 2011003683 Dutchess County .. HOLIDAY 1-As Per Trade - .. - - .. .. .. - - - - - .. .. - - Page 66 - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRe Number 2011 003683 .. Overtime Codes .. Following is an explanation of the code(s) listed in the OVERTIME section of each classification contained in the attached schedule. Additional requirements may also be listed in the HOLIDAY section. Time and one half of the hourly rate after 7 hours per day Time and one half of the hourly rate after 7 and one half hours per day Time and one half of the hourly rate after 8 hours per day Time and one half of the hourly rate for the 9th & 10th hours week days and the 1 st 8 hours on Saturday. Double the hourly rate for all additional hours ( B2 ) Time and one half of the hourly rate after 40 hours per week (C ) Double the hourly rate after 7 hours per day (A ) (AA ) (B ) (B1 ) .. .. iii (C1 ) Double the hourly rate after 7 and one half hours per day - (0 ) Double the hourly rate after 8 hours per day (01 ) (E ) (E1 ) ( E3 ) Double the hourly rate after 9 hours per day Time and one half of the hourly rate on Saturday Time and one half 1 st 4 hours on Saturday Double the hourly rate all additional Saturday hours Between November 1 st and March 3rd Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather, provided a given employee has worked between 16 and 32 hours that week .. - .. ( E2 ) Saturday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather ( E4 ) Saturday and Sunday may be used as a make-up day at straight time when a day is lost during that week due to inclement weather .. (F ) (G ) (H ) (I ) (J ) (K ) (L ) (M ) (N ) (0 ) (P ) (Q ) (R ) (S ) ( S1 ) Time and one half of the hourly rate on Saturday and Sunday Time and one half of the hourly rate on Saturday and Holidays Time and one half of the hourly rate on Saturday, Sunday, and Holidays Time and one half of the hourly rate on Sunday .. .. Time and one half of the hourly rate on Sunday and Holidays Time and one half of the hourly rate on Holidays Double the hourly rate on Saturday Double the hourly rate on Saturday and Sunday Double the hourly rate on Saturday and Holidays Double the hourly rate on Saturday, Sunday, and Holidays Double the hourly rate on Sunday Double the hourly rate on Sunday and Holidays Double the hourly rate on Holidays Two and one half times the hourly rate for Holidays, if worked Two and one half times the hourly rate the first 8 hours on Sunday or Holidays One and one half times the hourly rate all additional hours. .. .. .. III - (T ) Triple the hourly rate for Holidays, if worked .. Page 67 .. - Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRe Number 2011003683 - - (U ) (V ) (W) Four times the hourly rate for Holidays, if worked Including benefits at SAME PREMIUM as shown for overtime Time and one half for benefits on all overtime hours. NOTE:BENEFITS are PER HOUR WORKED,for each hour worked, unless otherwise noted - - - - - - - - - - - - - - - - Page 68 Prevailing Wage Rates for 07/01/2010 - 06/30/2011 Last Published on Apr 01 2011 Published by the New York State Department of Labor PRC Number 2011003683 - Holiday Codes PAID Holidays: Paid Holidays are days for which an eligible employee receives a regular day's pay, but is not required to perform work. If an employee works on a day listed as a paid holiday, this remuneration is in addition to payment of the required prevailIng rate for the work actually performed. OVERTIME Holiday Pay: Overtime holiday pay is the premium pay that is required for work performed on specified holidays. It is only required where the employee _ actually performs work on such holidays. The applicable holidays are listed under HOLIDAYS: OVERTIME. The required rate of pay for these covered holidays can be found in the OVERTIME PAY section listings for each classification. - - Following is an explanation of the code(s) listed in the HOLIDAY section of each classification contained in the attached schedule. The Holidays as listed below are to be paid at the wage rates at which the employee is normally classified. .. ( 1 ) (2 ) (3 ) (4 ) ( 5 ) (6 ) (7 ) ( 8 ) (9 ) ( 10 ) ( 11 ) ( 12 ) ( 13 ) ( 14 ) ( 15 ) ( 16 ) ( 17 ) ( 18 ) ( 19 ) (20 ) (21 ) (22 ) (23 ) (24 ) (25 ) (26 ) (27 ) None Labor Day Memorial Day and Labor Day Memorial Day and July 4th Memorial Day, July 4th, and Labor Day - - New Year's, Thanksgiving, and Christmas Lincoln's Birthday, Washington's Birthday, and Veterans Day Good Friday Lincoln's Birthday Washington's Birthday Columbus Day - .. - Election Day Presidential Election Day - 1/2 Day on Presidential Election Day Veterans Day - Day after Thanksgiving July 4th 1/2 Day before Christmas 1/2 Day before New Years Thanksgiving New Year's Day - - Christmas - Day before Christmas Day before New Year's Presidents' Day .. Martin Luther King, Jr. Day Memorial Day .. .. Page 69 .. .. .. New York State Department of Labor - Bureau of Public Work State Office Building Campus Building 12 - Room 130 Albany, New York 12240 .. REQUEST FOR WAGE AND SUPPLEMENT INFORMATION As Required by Articles 8 and 9 of the NYS Labor Law Fax (518) 485-1870 or mail this form for new schedules or for determination for additional occupations. I This Form Must Be Typed I .. Submitted By: (Check Only One) o Contracting Agency 0 Architect or Engineering Firm 0 Public Work District Office Date: I... .. A. Public Work Contract to be let by: (Enter Data Pertaining to Contracting/Public Agency) .. 1. Name and complete address o (Check if new or change) 2. NY State Units (see Item 5) o 07 City o 01 DOT o 08 Local School District o 02 OGS o 09 Special Local District, Le., o 03 Dormitory Authority Fire, Sewer, Water District o 04 State University o 10 Village Construction Fund 011 Town o 05 Mental Hygiene o 12 County ( ) Fax: ( ) Facilities Corp. 013 Other Non-N.Y. State Telephone: o 06 OTHER N.Y. STATE UNIT (Describe) E-Mail: 3. SEND REPLY TO (0 check if new or change) 4. SERVICE REQUIRED. Check appropriate box and provide project Name and complete address: information. o New Schedule of Wages and Supplements. I APPROXIMATE BID DATE: I o Additional Occupation and/or Redetermination Telephone:( ) Fax: ( ) I PRC NUMBER ISSUED PREVIOUSLY FOR II OFFICE USE ONLY I THIS PROJECT: E-Mail: 8. PROJECT PARTICULARS 5. Project Title 6. Location of Project: Location on Site Description of Work Route No/Street Address Village or City Contract Identification Number Town Note: For NYS units, the OSC Contract No. County 7. Nature of Project- Check One: 8. OCCUPATION FOR PROJECT: 0 1. New Building 0 Construction (Building, Heavy 0 Guards, Watchmen 0 2. Addition to Existing Structure Highway/SewerlWater) 0 Janitors, Porters, Cleaners, 0 3. Heavy and Highway Construction (New and Repair) 0 Tunnel Elevator Operators 0 4. New Sewer or Waterline 0 Residential 0 Moving furniture and 0 5. Other New Construction (Explain) 0 Landscape Maintenance equipment 0 6. Other Reconstruction, Maintenance, Repair or Alteration 0 Elevator maintenance 0 Trash and refuse removal 0 7. Demolition 0 Exterminators, Fumigators 0 Window cleaners 0 8. Building Service Contract 0 Fire Safety Director, NYC Only 0 Other (Describe) .. .. .. .. .. .. .. .. .. .. - 9. Has this project been reviewed for compliance with the Wicks Law involving separate bidding? YEsD NoD 10. Name and Title of Requester Signature - PW-39 (04.11) SEE PAGE TWO FOR LAWS RELATING TO PUBLIC WORK CONTRACTS - ... ... ... NEW YORK STATE DEPARTMENT OF LABOR Bureau of Public Work - Debarment List ... LIST OF EMPLOYERS INELIGIBLE TO BID ON OR BE AWARDED ANY PUBLIC WORK CONTRACT ... .. Under Article 8 and Article 9 of the NYS Labor Law, a contractor, sub-contractor and/or its successor shall be debarred and ineligible to submit a bid on or be awarded any public work or public building service contract/sub-contract with the state, any municipal corporation or public body for a period of five (5) years from the date of debarment when: ... ... .. · Two (2) final determinations have been rendered within any consecutive six-year (6) period determining that such contractor, sub-contractor and/or its successor has WILLFULLY failed to pay the prevailing wage and/or supplements · One (1) final determination involves falsification of payroll records or the kickback of wages and/or supplements ... ... NOTE: The agency issuing the determination and providing the information, is denoted under the heading 'Fiscal Officer'. DOL = NYS Dept. of Labor; NYC = New York City Comptroller's Office; AG = NYS Attorney General's Office; DA = County District Attorney's Office. - - - A list of those barred from bidding, or being awarded, any public work contract or subcontract with the State, under section 141-b of the Workers' Compensation Law, may be obtained at the following link, on the NYS DOL Website: .. .. https:l/dbr.labor.state. nv. us/EDList/search Paqe. do .. .. .. .. NYSDOL Bureau of Public Work Debarment List 04/14/2011 .. Article 8 AGENCY .FiscaIOffii:~r ....SSNlFI:,IN' . EMPL()YER NAME. . " EMPLOYER.: . ., ~':.'.o.DDRESS " DEBARMENt. DEBARMENT. .. .. " ""'" >-, '.. ,'-e_ .''', ,. n' .o-~_--,-__~~-:_ DBA NAME' ,--- - START DATE ' END DATE' DOL AG -1355 4-A GENERAl 131 47TH STREET 01/2512007 01/25/2012 CONSTRUCTION CORP. BROOKLYN NY 11232 DOL DOL ~478 A & T GENERAL 3 ALAN B SHEPARD PLACE 12/11/2006 12/11/2011 CONSTRUCTION INC. YONKERS NY 10705 .. DOL NYC A & T IRON WORKS INC 25 CLIFF STREET 06/15/201 0 06/15/2015 NEW ROCHELLE NY 10801 DOL DOL -0711 A ULIANO & SON L TD 22 GRIFFEN COURT 1 0/26/201 0 10/26/2015 MILLER PLACE NY 11746 DOL DOL A ULIANO CONSTRUCTION 22 GRIFFEN COURT 10/26/2010 10/26/2015 .. MILLER PLACE NY 11746 DOL NYC -5804 AAR CO ELECTRIC INC 5902 AVENUE N 03/20/2009 03120/2014 BROOKLYN NY 11234 DOL DOL -9095 ABDO TILE CO 6179 EAST MOLLOY ROAD 06/25/2010 06/25/2015 EAST SYRACUSE NY 13057 - DOL DOL -g095 ABDO TILE COMPANY 6179 EAST MOLLOY ROAD 06/25/2010 06/25/2015 EAST SYRACUSE NY 13057 DOL DOL -0635 ABOVE ALL PUMP REPAIR 360 KNICKERBOCKER 10/20/2008 10120/2013 CORP AVENUE BATAVIA NY 11716 - DOL NYC -8758 ACC CONSTRUCTION CORP. 6 EAST 32ND ST - 7TH FL OS/25/2006 OS/25/2011 NEW YORK NY 10016 DOL NYC -5022 ACE DRYWALL SYSTEMS INC. 194 ASHLAND PLACE 03/06/2008 03/06/2013 BROOKLYN NY 11217 DOL AG -8219 ACTIVE CABLING INC C/O FRANK DECAPITE 1 0/02/2008 10/01/2013 .. 7 SYCAMORE ROAD DRWOODBURY NY 11797 DOL DOL ADAM A CEMERYS 2718 CURRY ROAD 07/08/2010 07/08/2015 SCHENECTADY NY 12303 DOL DOL ~012 ADAM DECKMAN DECKMAN 154 POND VIEW PARKWAY 04/16/2007 04/16/2012 .. PAINTING ROCHESTER NY 14612 DOL DOL ADAM'S FLOOR COVERING 2718 CURRY ROAD 07/08/2010 08/08/2015 LLC SCHENECTADY NY 12303 DOL DOL AFFORDABLE PAINTING PLUS 367 GREEVES ROAD 10/01/2010 10/01/2015 NEW HAMPTON NY 10958 .. DOL DOL ALL TOWNS MECHANICAL BARRY 18 EAST SUNRISE HIGHWAY 01/21/2008 01/21/2013 MORRIS FREEPORT NY 11758 DOL DOL ~101 ALLSTATE CONCRETE 635 MIDLAND AVENUE 07/09/2007 07/09/2012 CUTTING, INC. GARFIELD NJ 07026 DOL DOL -8534 ALPHA INTERIORS INC 513 ACORN STREET/ SUITE C OS/27/2010 OS/27/2015 - DEER PARK NY 11729 DOL DOL -8291 AMIR'S VISION INC 230 PRATT STREET 09/17/2008 09/17/2013 BUFFALO NY 14204 DOL AG ANASTASIA ANTHOULlS AKA STACEY 131 47TH STREET 01/25/2007 01/25/2012 GOUZOS BROOKLYN NY 11232 - DOL DOL -0860 ANDREA STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL AG ANTHONY BRANCA 700 SUMMER STREET 11/24/2009 11/24/2014 STAMFORD CT DOL DOL ANTHONY PO SELLA 30 GLEN HOLLOW 1 0/19/2009 10/19/2014 - ROCHESTER NY 14622 DOL DOL ANTHONY T RINALDI C/O CRAIN CONSTRUCTION 10/02/2008 10/0212013 CO KINDERHAMACK RDKACKENSACK NY 07061 .. DOL DOL ANTHONY TAORMINA 215 MCCORMICK DRIVE OS/20/2009 OS/20/2014 BOHEMIA NY 11716 DOL DOL ANTHONY ULIANO 22 GRIFFEN COURT 10/26/2010 10/26/2015 MILLER PLACE NY 11746 DOL AG -7327 ANTHOS CONTRACTING 131 47TH STREET 01/25/2007 01/25/2012 - CORP BROOKLYN NY 11232 DOL DOL -2725 ARAGONA CONSTRUCTION 5755 NEWHOUSE ROAD 10/10/2007 10/10/2012 CORP EAST AMHERST NY 14051 DOL DOL -8688 ARC MECHANICAL CORP 215 MCCORMICK DRIVE OS/20/2009 OS/20/2014 BOHEMIA NY 11716 .. DOL DOL -8482 ARGO CONTRACTING CORP 5752 WEST WEBB ROAD OS/21/2008 OS/21/2013 YOUNGSTOWN OH 44515 DOL NYC -5804 ARIE BAR C/O AAR CO 5902 AVENUE N 03/20/2009 03/20/2014 ELECTRIC INC BROOKLYN NY 11234 DOL DOL ARTHUR C OSUORAH PO BOX 1295 02115/2008 02115/20'13 .. BUFFALO NY 14215 DOL DOL -8027 ARTHUR DESIGN ENGINEERS PO BOX 1295 02115/2008 02/15/2013 & ASSOCIATES BUFFALO NY 14215 DOL DOL -9336 ARTIERI SPECIALTIES LLC SWITZER 107 STEVENS STREET 11/04/2009 11/04/2014 SALES LOCKPORT NY 14094 .. Page 1 of 10 .. - - - - - - - - - - - - - - - - - - - NYSDOL Bureau of Public Work Debarment List 04/14/2011 Article 8 DOL DOL -2993 AST DRYWALL & ACOUSTICS 46 JOHN STREET - STE 711 12/16/2008 12/16/2013 INC NEW YORK NY 10038 DOL DA -5761 AZTEC PLUMBING & HEATING 153 BAYWOODS LANE 03/19/2007 03/19/2012 CORP BAY SHORE NY 11706 DOL DOL -7828 BALLAGH GENERAL 250 KNEELAND AVENUE 07/09/2007 07/09/2012 CONTRACTING INC YONKERS NY 10705 DOL NYC BASIL ROMEO 243-03 137TH AVENUE 03/25/2010 03/25/2015 ROSEDALE NY 11422 DOL DOL BEATRICE ORTEGA 764 BRADY AVE - APT 631 OS/21/2008 OS/21/2013 BRONX NY 10462 DOL DOL BENNY VIGLIOTTI C/O LWIN CONSTRUCTION 03/15/2010 03/15/2015 CO POBOX 357CARLE PLACE NY 11514 DOL DOL BERNADETTE GORMALL Y 250 KNEELAND AVENUE 07/09/2007 07/09/2012 YONKERS NY 10705 DOL NYC BERNARD COHNEN 193 HARWOOD PLACE 05/14/2008 05/14/2013 PARAMUS NJ 07652 DOL DOL -6999 BEST ROOFING OF NEW 30 MIDLAND AVENUE 11/05/2010 11/05/2015 JERSEY LLC WALLINGTON NJ 07057 DOL DOL -9890 BETTY JOE FRAZIER NOBLE 23960 WHITE ROAD 02/14/2008 02/14/2013 CONSTRUCTI WATERTOWN NY 13601 ON GROUP DOL DOL BIAGIO CANTISANI 200 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL -0818 BLASTECINC MILLER 121 LINCOLN AVENUE 02/21/2008 02/21/2013 SANDBLASTIN ROCHESTER NY 14611 G & PAINTING DOL DOL -8501 BLOCKHEAD CONCRETE & POBOX 71 09/03/2008 09/03/2013 PAVING INC CHEEKTOWAGA NY 14225 DOL NYC -s377 BOSPHORUS CONSTRUCTION 3817 KINGS HIGHWAY-STE 10 07/08/2010 07/08/2015 CORPORATION BROOKLYN NY 11234 DOL DOL BRIAN HOXIE 2219 VALLEY DRIVE 12/04/2009 12/04/2014 SYRACUSE NY 13207 DOL DOL -4311 C & F SHEET METAL CORP 201 RICHARDS STREET 02/25/2009 02/24/2014 BROOKLYN NY 11231 DOL DOL -s286 CALI BROTHERS INC 1223 PARK STREET 09/12/2007 09/12/2012 PEEKSKILL NY 10566 DOL DOL CANTISANI & ASSOCIATES 220 FERRIS AVENUE 12/04/2009 12/04/2014 LTD WHITE PLAINS NY 10603 DOL DOL CARMODY CONCRETE CORP 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY ENTERPRISES L m 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY INC 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY MASONRY CORP 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL CARMODY"2" INC 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL -9721 CATENARY CONSTRUCTION 112 HUDSON AVENUE 02/14/2006 10/20/2014 CORP ROCHESTER NY 14605 DOL DOL -7924 CBI CONTRACTING 2081 JACKSON AVENUE 06/03/2010 06/03/2015 INCORPORATED COPIAGUE NY 11726 DOL DOL CHARLES MURDOUGH 203 KELLY DRIVE 03/26/2008 03/26/2013 EAST AURORA NY 14052 DOL DOL CHARLES OKRASKI 67 WARD ROAD 01/21/2011 01/21/2016 SALT POINT NY 12578 DOL DOL CHARLES RIBAUDO 513 ACORN ST - SUITE C OS/27/2010 OS/27/2015 DEER PARK NY 11729 DOL DOL -1416 CHEROMINO CONTROL 61 WILLET ST - SUITE 14 12/03/2009 07/09/2015 GROUP LLC PASSAIC NJ 07055 DOL DOL CHESTER A BEDELL 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL CHRISTOPHER NICHOLSON 91 NEWMAN PLACE 10/19/2006 10/19/2011 BUFFALO NY 14210 DOL DOL CITY GENERAL BUILDERS INC 131 MELROSE STREET 03/02/2010 03/02/2015 BROOKLYN NY 11206 DOL DOL -7086 CITY GENERAL IRON WORKS 131 MELROSE STREET 03/02/2010 03/02/2015 INC BROOKLYN NY 11206 DOL DOL -5329 CNY MECHANICAL POBOX 250 11/06/2008 11/06/2013 ASSOCIATES INC EAST SYRACUSE NY 13057 DOL NYC -1768 COFIRE PAVING 120-30 28TH AVENUE 01/14/2011 01/1412016 CORPORATION FLUSHING NY 11354 DOL DOL -6866 COMMERCIAL SYSTEM 91 NEWMAN PLACE 10/19/2006 10/19/2011 CONSTRUCTION BUFFALO NY 14210 Page 2 of 10 .. NYSDOL Bureau of Public Work Debarment List 04/14/2011 .. Article 8 DOL DOL -5740 CORTLAND GLASS COMPANY 336 TOMPKINS STREET 02/02/2010 10/21/2015 INC CORTLAND NY 13045 DOL DOL -7794 CRAIN CONSTRUCTION ONE KINDERHAMACK ROAD 10102/2008 10102/2013 COMPANY INC HACKENSACK NJ 07061 DOL DOL CRAIN CONSTRUCTION OF ONE KINDERHAMACK ROAD 10102/2008 10102/2013 NEW JERSEY HACKENSACK NJ 07061 DOL DOL CRAIN CONSTRUCTION OF Cl0 CRAIN CONSTRUCTION 10102/2008 1010212013 NEW YORK INC CO ONE KINDERHAMACK ROADHACKENSACK NJ 07061 DOL DOL CRAIN CONTRACTING ONE KINDERHAMACK ROAD 10102/2008 10102/2013 COMPANY HACKENSACK NJ 07061 DOL mc -8777 CROSSLAND ELECTRICAL 846 EAST 52ND STREET 12/1912008 12/29/2013 SYSTEMS INC BROOKLYN NY 11203 DOL DOL -0115 CROW AND SUTTON 949 GROVESIDE ROAD 0812712008 08/27/2013 ASSOCIATES INC BUSKIRK NY 12028 DOL DOL -4266 CRYSTAL INTERIOR 922 CRESCENT STREET 0512112008 OS/21/2013 CONTRACTING INC BROOKLYN NY 11208 DOL DOL 1804 CUSTOM GARDEN 283 NORTH MIDDLETOWN 09128/2009 09128/2014 LANDSCAPING INC ROAD PEARL RIVER NY 10965 DOL DOL ~53 D & D MASON CONTRACTORS 158-11 96TH STREET 06/2512009 06/2512014 INC HOWARD BEACH NY 11414 DOL DOL -6339 D J FLOORS INC 9276 VIA CIMATO DRIVE 08/2912007 0812912012 CLARENCE CENTER NY 14032 DOL DOL D JAMES SUTTON 949 GROVESIDE ROAD 08/27/2008 08/27/2013 BUSKIRK NY 12028 DOL DOL DANIEL CELLUCCI ELECTRIC 17 SALISBURY STREET 06/02/2010 06/02/2015 GRAFTON MA 01519 DOL DOL -7129 DANIEL T CELLUCCI DANIEL 17 SALISBURY STREET 06102/201 0 06102/2015 CELLUCCI GRAFTON MA01519 ELECTRIC DOL DOL DARIN ANDERSON 134-25 166 PLACE #5E 08/0712008 08107/2013 JAMAICA NY 11434 DOL DOL DARREN MAYDWELL 115 LEWIS STREET 05/12/2009 0511212014 YONKERS NY 10703 DOL DOL DEANNA J REED 5900 MUD MILL RD-BOX 949 09/02/2008 0910212013 BREWERTON NY 13029 DOL DOL -3012 DECKMAN PAINTING 154 POND VIEW PARKWAY 04116/2007 04/16/2012 ROCHESTER NY 14612 DOL DOL -Z311 DEL CON CONSTRUCTION 220 WHITE PLAINS ROAD 08/27/2009 08/27/2014 CORP TARRYTOWN NY 10591 DOL DOL -6971 DELPHI PAINTING AND 1445 COMMERCE AVENUE 1 0109/2007 10109/2012 DECORATING INC BRONX NY 10461 DOL DOL ~538 DELTA CONTRACTING 75 MCCULLOCH DRIVE 10119/2010 10119/2015 PAINTING AND DESIGN INC DIX HILLS NY 11746 DOL DOL DESMOND CHARLES 922 CRESCENT STREET OS/2112008 OS/21/2013 BROOKLYN NY 11208 DOL DOL -7157 DG PIPELINE INC 312 HALSEYVILLE ROAD 09106/2006 09106/2011 ITHACA NY 14850 DOL DOL DIMITEIUS KASSIMIS 152-65 11TH AVENUE 05122/2008 OS/22/2013 WHITESTONE NY 11357 DOL DOL DONALD NOWAK 10 GABY LANE 10/15/2009 10/1512014 CHEEKTOWAGA NY 14227 DOL DOL DONALD SCHWENDLER 9276 VIA CIMATO DRIVE 08/29/2007 08/29/2012 CLARENCE CENTER NY 14032 DOL DOL -6148 DOT CONSTRUCTION OF NY 765 BRADY AVE - APT 631 OS/21/2008 OS/2112013 INC BRONX NY 10462 DOL DOL DOUGLAS MCEWEN 121 LINCOLN AVENUE 02/21/2008 0212112013 ROCHESTER NY 14611 DOL DOL DOUGLAS S GRIFFEN 312 HALSEYVILLE ROAD 0910612006 09106/2011 ITHACA NY 14850 DOL DOL DRAGOLJUB RADOJEVIC 61 WILLET ST 1 2/0312009 0710912015 - SUITE 14 PASSAIC NJ 07055 DOL NYC -6176 ENE L ELECTRICAL CORP 1107 MCDONALD AVENUE 07130/2010 07130/2015 BROOKL YN NY 11230 DOL DOL EDWARD SUBEH 1 CHELSEA COURT 1 0/06/2008 1 0/06/2013 ATLANTIC CITY NJ 08401 DOL DOL -3554 ELITE BUILDING 34-08 PARKWAY DRIVE 07101/2008 07/21/2013 ENTERPRISES INC BALDWIN NY 11510 DOL AG ~233 EMEIS & EMEIS GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONTRACTING CORP BROOKLYN NY 11232 DOL DOL -0780 EMES HEATING & PLUMBING 5 EMES LANE 0112012002 01/2013002 CONTR MONSEY NY 10952 DOL DOL -6101 ENHANCED DATA COM INC 75 SHERBROOK ROAD 07101/2010 07101/2015 NORTH BABYLON NY 11704 .. .. .. .. - .. .. .. - .. - .. - .. .. .. Page 3 of 10 .. - - - - - - - - - - - - - - - - - - - NYSDOL Bureau of Public Work Debannent List 04/14/2011 Article 8 DOL DOL ERROL L ALLEN 134-25 166 PLACE #5E OB/07/200B OB/07/2013 JAMAICA NY 11434 DOL DOL ESCO INSTALLERS LLC 1 CHELSEA COURT 1 0/06/200B 10/06/2013 ATLANTIC CITY NJ 08401 DOL DOL -0329 FAULKS PLUMBING HEATING 3 UPTON STREET 06/1 0/200B 06/10/2013 & AIR CONDITIONING INC HILTON NY 1446B DOL DOL FERNANDO GOMEZ 201 RICHARDS STREET 02/25/2009 02/25/2014 BROOKLYN NY 11231 DOL DOL -076B FISHER CONCRETE INC 741 WELSH ROAD 04/0B/2009 04/0B/2014 JAVA CENTER NY 140B2 DOL DOL -0115 FOXCROFT NURSERIES INC 949 GROVESIDE ROAD OB/27/200B OB/27/20 13 BUSKIRK NY 1202B DOL DOL FRANCIS (FRANK) OSCIER 3677 SENECA STREET 09/03/200B 09/03/2013 WEST SENECA NY 14224 DOL NYC FRANK (FRANCIS) OSCIER 3677 SENECA STREET 09/03/200B 09/03/2013 WEST SENECA NY 14224 DOL NYC FRANK BAKER 24 EDNA DRIVE 05/14/200B 05/14/2013 SYOSSET NY 11791 DOL DOL FRANK J MERCANDO C/O 134 MURRAY AVENUE 11/22/200B 11/2212013 MERCANDO YONKERS NY 10704 CONTRACTIN G CO INC DOL DOL FRANK J MER CAN DO 134 MURRAY AVENUE 12/11/2009 12/11/2014 YONKERS NY 10704 DOL DOL -012B FRANK J TUCEK & SON INC 92 NORTH ROUTE 9W 01/29/2007 01/29/2012 CONGERS NY 10920 DOL NYC -549B FRANK OCOCELLA 6B GAYLORD ROAD 02/16/2011 02/16/2015 SCARSDALE NY 105B3 DOL DOL FRANK ORTIZ 75 SHERBROOK ROAD 07/01/2010 07/01/2015 NORTH BABYLON NY 11704 DOL DOL FRED ABDO ABDO TILE 6179 EAST MOLLOY ROAD 06/25/2010 06/25/2015 COMPANY EAST SYRACUSE NY 13057 AKA ABDO TILE CO DOL DOL -9202 G & M PAINTING 13915 VILLAGE LANE 02/05/2010 02/05/2015 ENTERPRISES INC RIVERVIEW MI48192 DOL DOL -9B32 G A FALCONE 253 COMMONWEALTH OB/07/2007 OB/07/2012 CONSTRUCTION INC AVENUE BUFFALO NY 14216 DOL DOL ~OB8 GBA CONTRACTING CORP 4015 21ST AVENUE 01/11/200B 01/11/2013 ASTORIA NY 11105 DOL DOL -6B26 GBE CONTRACTING 12-14 UTOPIA PARKWAY 02/10/2010 02/10/2015 CORPORATION WHITESTONE NY 11357 DOL NYC GELSOMINA TASSONE 25 CLIFF STREET 06115/2010 06/15/2015 NEW ROCHELLE NY 10B01 DOL DOL GEORGE A PATTI III POBOX 772 OB/13/2010 OB/13/2015 JAMESTOWN NY 14701 DOL AG GEORGE BEGAKIS 57-16 157TH STREET 10/04/2006 10/04/2011 FLUSHING NY 11355 DOL NYC GEORGE LUCEY 150 KINGS STREET 01/19/199B 01/19/2998 BROOKLYN NY 11231 DOL DOL GEORGE SHINAS 12-14 UTOPIA PARKWAY 02/10/2010 02/10/2015 WHITESTONE NY 11357 DOL DOL GERALD A POLLOCK 336 TOMPKINS STREET 06/29/2010 10/21/2015 CORTLAND NY 13045 DOL DOL GERALD F POLUCH JR 2085 BRIGHTON HENRIETTA 11/04/2010 11/04/2015 TOWN LINE ROAD ROCHESTER NY 14623 DOL AG GERARD IPPOLITO 563 MUNCEY ROAD 07/14/200B 07/14/2013 WEST ISLlP NY 11795 DOL AG GERASIMO ANDRIANIS 22-15 47TH STREET OB/03/2006 OB/03/2011 ASTORIA NY 11105 DOL DOL GREG SURACI 364 BLEAKER ROAD 1 0/25/2007 10/25/2012 ROCHESTER NY 14609 DOL DOL GRIOGORIOS BELLOS 4015 21ST AVENUE 01/11/200B 01/11/2013 ASTORIA NY 11105 DOL DOL -9985 GROUND LEVEL 10 GABY LANE 1 0/15/2009 10/15/2014 CONSTRUCTION CHEEKTOWAGA NY 14227 DOL DOL -8904 HALLOCKS CONSTRUCTION POBOX 278 12/01/200B 12/01/2013 CORP YORKTOWN HEIGHTS NY 1059B DOL DOL HARALAMBOS KARAS 80-12 ASTORIA BOULEVARD 11/22/200B 10/22/2013 EAST ELMHURST NY 11370 DOL DOL -OOBO HI-AMP ELECTRICAL 265-12 HILLSIDE AVENUE 02l15/200B 02/15/2013 CONTRACTING CORP FLORAL PARK NY 11004 DOL DOL -9893 HOXIE'S PAINTING CO INC 2219 VALLEY DRIVE 12/04/2009 12/04/2014 SYRACUSE NY 13207 Page 4 of 10 ... 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Article 8 DOL DOL -6429 IDM ENTERPRISES INC 60 OUTWATER LANE 05/09/2009 05/09/2014 GARFIELD NJ 07026 DOL DOL -6293 IMPRESSIVE CONCRETE 264A SUBURBAN AVENUE 12/18/2007 12/18/2012 CORP DEER PARK NY 11729 DOL DOL -8898 IN-TECH CONSTRUCTION INC 8346 BREWERTON ROAD 07/06/2007 07/06/2012 CICERO NY 13039 DOL DOL ~561 INDUS GENERAL 33-04 91 ST STREET 04/28/2010 04/28/2015 CONSTRUCTION JACKSON HEIGHTS NY 11372 DOL NYC ~728 INTEGRITY CONSTRUCTION & 7615 MYRTLE AVENUE 02/15/2007 02/15/2012 CONSULTING SERVS GLENDALE NY 11385 DOL DOL -0488 INTERWORKS SYSTEMS, INC. 1233 WALT WHITMAN ROAD 04/29/2008 04/29/2013 MELVILLE NY 11747 DOL DOL ISRAEL MONTESI NOS 517 MILES SQUARE ROAD 02/15/2008 02/15/2013 YONKERS NY 10701 DOL DOL IVAN D MARKOVSKI 60 OUTWATER LANE 05/09/2009 05/09/2014 GARFIELD NJ 07026 DOL DOL IVAN TORRES 11 PLYMOUTH ROAD 02/15/2008 02/15/2013 DIX HILLS NY 11746 DOL DOL -0579 J & I CONSTRUCTION CORP 110 FOURTH STREET 02/15/2008 02/15/2013 NEW ROCHELLE NY 10801 DOL DOL J & N LEASING AND BUILDING 154 EAST BOSTON POST 08/11/2009 08/11/2014 MATERIALS ROAD MAMARONECK NY 10543 DOL DOL -1564 J M TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 10/21/2009 10/21/2014 SYRACUSE NY 13209 DOL AG -1562 JANS GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONSTRUCTION CORP. BROOKLYN NY 11232 DOL DOL JASON ASBURY 22562 SEA BASS DRIVE 10/10/2007 10/10/2012 BOCA RATON FL 33428 DOL DOL JAY MEYER 239 MARSH DRIVE 02/20/2007 02/20/2012 DEWITT NY 13214 DOL DOL JEANETTE CALlCCHIA 1223 PARK STREET 09/12/2007 09/12/2012 PEEKSKILL NY 10566 DOL DOL JEFFREY ARTIERI 107 STEVENS STREET 11/04/2009 11/04/2014 LOCKPORT NY 14094 DOL DOL JOHN B DUGAN 121 LINCOLN AVENUE 02/21/2008 02/21/2013 ROCHESTER NY 14611 DOL DA JOHN BIAS 153 BA YWOODS LANE 03/19/2007 03/19/2012 BAY SHORE NY 11706 DOL DOL JOHN BUONADONNA 283 NORTH MIDDLETOWN 09/28/2009 09/28/2014 ROAD PEARL RIVER NY 10965 DOL DOL JOHN DESCUL 75 MCCULLOCH DRIVE 10/19/2010 10/19/2015 DIX HILLS NY 11746 DOL NYC JOHN DITURI 1107 MCDONALD AVENUE 07/30/2010 07130/2015 BROOKLYN NY 11230 DOL NYC JOHN FICARELLI 120-30 28TH AVENUE 01/14/2011 01/14/2016 FLUSHING NY 11354 DOL DOL JOHN JIULlANNI 222 GAINSBORG AVENUE E 05/1 0/201 0 05/10/2015 WEST HARRISON NY 10604 DOL NYC JOHN MARl JR 278 ROBINSON AVENUE 04/0612008 04/06/2013 NEW YORK NY 10312 DOL NYC JOHN O'SHEA 4350 BULLARD AVENUE 01/28/2008 01/28/2013 BRONX NY 10466 DOL DOL -5970 JOHN PREVETE FRAMING JOHN 320 RIDGE ROAD 03/26/2008 03/26/2013 AND JOHN PREVETE PREVETE WEST MILFORD NJ 07480 FRAMING INC DOL DOL JOHN SAN SEVERE C/O CRAIN CONSTRUCTION 1 0/02/2008 10/02/2013 CO ONE KINDERHAMACK ROADHACKENSACK NJ 07061 DOL DOL -2701 JOHN SMYKLA AFFORDABLE 367 GREEVES ROAD 10/01/2010 10/01/2015 PAINTING NEW HAMPTON NY 10958 PLUS DOL DOL JOSE DOS SANTOS JR 85-08 60TH AVENUE 11/21/2008 11/21/2013 ELMHURST NY 11373 DOL DOL JOSEPH CALlCCHIA 1223 PARK STREET 09/12/2007 09/12/2012 PEEKSKILL NY 10566 DOL DOL JOSEPH MONETTE C/O JOHN MONETTE 1 0/21/2009 10/21/2014 140 ARMSTRONG AVENUESYRACUSE NY 13209 DOL DOL -1763 JR RESTORATION & ROOFING 152-6511TH AVENUE OS/22/2008 OS/22/2013 INC WHITESTONE NY 11357 DOL DOL JULIUS AND GITA BEHREND 5 EMES LANE 11/20/2002 11/2013002 MONSEY NY 10952 DOL DOL -9422 JUNKYARD CONSTRUCTION 2068 ANTHONY AVENUE 12/26/2007 12/26/2012 CORP. BRONX NY 10457 ... ... .. ... ... .. .. ... - ... - ... - .. .. III Page 5 of 10 .. - - - - - - - ... - - ... ... - ... ... - - - - NYSDOL Bureau of Public Work Debarment List 04/14/2011 Article 8 DOL DOL ~810 K M MARTELL 57 CROSS ROAD 06/25/2007 06/25/2012 CONSTRUCTION, INC. MIDDLETOVv'N NY 10940 DOL DOL --S993 K M R ENTERPRISES 10 STUFFLE STREET 12/20/2006 12/20/2011 CROPSEYVILLE NY 12052 DOL DOL K NELSON SACKOOR 16 JOY DRIVE 01/05/2010 01/05/2015 NEW HYDE PARK NY 11040 DOL DOL -8648 K-STAR CONSTRUCTION 4248 161 ST STREET 12/11/2006 12/11/2011 CORP FLUSHING NY 11358 DOL NYC KAMIL OzrURK 3715 KINGS HWY - STE 10 07/08/201 0 07/08/2015 BROOKLYN NY 11234 DOL NYC KAZIMIERZ KONOPSKI 194 ASHLAND PLACE 03/0612008 03/06/2013 BROOKLYN NY 11217 DOL AG KEFCAL CONSTRUCTION, INC. 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL NYC -4923 KELLY'S SHEET METAL,INC. 1426 ATLANTIC AVENUE 12/28/2007 12/28/2012 BROOKLYN NY 11216 DOL DOL KEMPTON MCINTOSH 8531 AVENUE B 12/16/2008 12/16/2013 BROOKLYN NY 11236 DOL DOL KENNETH W. GRIFFIN 101 ULL STREET 05/01/2006 05/01/2011 ROCHESTER NY 14621 DOL DOL KEVIN MARTELL 57 CROSS ROAD 06/25/2007 06/25/2012 MIDDLETOVv'N NY 10940 DOL DOL -5941 KlNGSVIEW ENTERPRISES 7 W FIRST STREET 01/14/2011 01/14/2016 INC POBOX 2LAKEWOOD NY 14750 DOL AG ~318 KOSMAR CONTRACTING 131 47TH STREET 01/25/2007 01125/2012 CORP. BROOKLYN NY 11232 DOL DOL KRIS CLARKSON 2484 CATON ROAD 06/20/2007 06/20/2012 CORNING NY 14830 DOL NYC -a816 LAKE CONSTRUCTION AND 150 KINGS STREET 08/19/1998 08/19/2998 DEVELOPMENT BROOKLYN NY 11231 CORPORATION DOL DOL -9628 LANCET ARCH INC 112 HUDSON AVENUE 02/14/2006 10/19/2014 ROCHESTER NY 14605 DOL DOL LANCET SPECIAL TV C/O CATENARY 1 0/19/2009 10/19/2014 CONTRACTING CORP CONSTRUCTION 112 HUDSON AVENUEROCHESTER NY . 14605 DOL DOL LARRY FRANGOS 5752 WEST WEBB ROAD OS/21/2008 OS/21/2013 YOUNGSTOVv'N OH 44515 DOL DOL -7907 LEEMA EXCAVATING INC 140 ARMSTRONG AVENUE 10/21/2009 10/21/2014 SYRACUSE NY 13209 DOL AG -5102 LIBERTY TREE SERVICE, INC. 563 MUNCEY ROAD 07/14/2008 07/14/2013 WEST ISLlP NY 11795 DOL DOL -6651 LIGHTNING FAST LABOR 150 NORTH CHESTNUT 05/01/2006 05/01/2011 FORCE SERVICES, INC. STREET ROCHESTER NY 14604 DOL DOL -s453 L1NPHILL ELECTRICAL 523 SOUTH 10TH AVENUE 01/07/2011 01/07/2016 CONTRACTORS INC MOUNT VERNON NY 10553 DOL DOL L1NVAL BROWN 523 SOUTH 10TH AVENUE 01/07/2011 01107/2016 MOUNT VERNON NY 10553 DOL DOL -5953 LPD CONTRACTING INC 1205 MCBRIDE AVENUE 08/27/2007 08/27/2012 WEST PATTERSON NJ 07424 DOL DOL -5171 LUVIN CONSTRUCTION CORP POBOX 357 03/15/201 0 03/15/2015 CARLE PLACE NY 11514 DOL DOL --S875 M & S STRIPING INC 73 INDUSTRIAL PARK BLVD 01/10/2007 01/10/2012 ELMIRA NY 14901 DOL DOL --S688 M K PAINTING INC 4157 SEVENTH STREET 05/14/2007 05/14/2012 WYANDOTT MI48192 DOL AG MANNS CONTRACTING CORP 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL NYC MANUEL P TOBIO 150 KINGS STREET 08/19/1998 08/19/2998 BROOKLYN NY 14444 DOL NYC MANUEL TOBIO 150 KINGS STREET 08/19/1998 08/19/2998 BROOKLYN NY 11231 DOL DOL MARIO R ECHEVERRIA JR 588 MEACHAM AVE-SUITE 103 08/24/2010 08/24/2015 ELMONT NY 11003 DOL DOL MARK LINDSLEY 355 COUNTY ROUTE 8 08/08/2009 08/14/2014 FULTON NY 13069 DOL DOL MASONRY CONSTRUCTION 220 FERRIS AVENUE 12/04/2009 12/04/2014 INC WHITE PLAINS NY 10603 DOL DOL MASONRY INDUSTRIES INC 220 FERRIS AVENUE 12/04/2009 12/04/2014 WHITE PLAINS NY 10603 DOL DOL -6826 MATSOS CONTRACTING 12-14 UTOPIA PARKWAY 02/10/2010 02/10/2015 CORPORATION WHITESTONE NY 11357 Page 5 of 10 - NYSDOL Bureau of Public Work Debarment List 04/14/2011 - Article 8 DOL AG -9970 MAY CONSTRUCTION CO INC 700 SUMMER STREET 11/24/2009 11/24/2014 STAMFORD CT DOL DOL MCI CONSTRUCTION INC 975 OLD MEDFORD AVENUE 08/24/2009 08/24/2014 FARMINGDALE NY 11738 DOL DOL -5936 MCSI ADVANCED AV 2085 BRIGHTON HENRIETTA 11/04/2010 11/04/2015 SOLUTIONS LLC TOWN LINE ROADROCHESTER NY 14623 DOL DOL -4259 MERCANDO CONTRACTING 134 MURRAY AVENUE 12/11/2009 12/11/2014 COINC YONKERS NY 10704 DOL DOL -0327 MERCANDO INDUSTRIES LLC 134 MURRAY AVENUE 1 2/11/2009 12/11/2014 YONKERS NY 10704 DOL DOL -0241 MERIT FENCE CO INC 130 OLD ROUTE 6 08/06/2003 02/02/2012 CARMEL NY 10512 DOL DOL MICHAEL L. KRIVITZA NORTHEAST 105 PINE STREET - APT 2 05/14/2007 05/14/2012 TECHNOLOGI EAST ROCHESTER NY 14445 ES DOL DOL MICHAEL STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL DOL -0860 MICHAEL STEVENS STEVENS 2458 EAST RIVER ROAD 01/23/2008 01/23/2013 TRUCKING CORTLAND NY 13045 DOL DOL MICHAEL TAYLOR 66 RYBKA ROAD 03102/2007 03/0212012 STUYVESANT FALLS NY 12174 DOL DOL -5517 MILLENNIUM PAINTING INC 67 WARD ROAD 01/21/2011 01/21/2016 SALT POINT NY 12578 DOL DOL -0818 MILLER SANDBLASTING AND 121 LINCOLN AVENUE 02/21/2008 02121/2013 PAINTING ROCHESTER NY 14611 DOL NYC MOHAMMAD SELlM 73-12 35TH AVE - APT F63 03/04/201 0 03/04/2015 JACKSON HEIGHTS NY 11372 DOL DA MOHAMMED SALEEM 768 L YDIG AVENUE 08/18/2009 OS/25/2015 BRONX NY 10462 DOL DOL ~251 MURDOUGH DEVELOPMENT 203 KELLY DRIVE 03/26/2008 03/26/2013 CO., INC. 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Page 7 of 10 .. - - - - - - - - - - - - - - - - - - - NYSDOL Bureau of Public Work Debarment List 04/14/2011 Article 8 DOL DOL PEDRO RINCON 131 MELROSE STREET 03/02/2010 03/0212015 BROOKLYN NY 11206 DOL AG PETER GOUZOS 131 47TH STREET 01/25/2007 01/25/2012 BROOKLYN NY 11232 DOL DOL PETER J LANDI 249 MAIN STREET 1 0/05/2009 10/05/2014 EASTCHESTER NY 10709 DOL DOL ~229 PETER J LANDIINC 249 MAIN STREET 1 0/05/2009 10/05/2014 EASTCHESTER NY 10709 DOL DOL -1136 PHOENIX ELECTRICIANS 540 BROADWAY 03/09/2010 03/09/2015 COMPANY INC POBOX 22222ALBANY NY 12201 DOL DOL -5419 PINE VAlLLEY LANDSCAPE RR 1, BOX 285-B 08/27/2008 08/27/2013 CORP BUSKIRK NY 12028 DOL DOL PRECISION DEVELOPMENT 115 LEWIS STREET 05/12/2009 05/12/2014 CORP YONKERS NY 10703 DOL DOL -9359 PRECISION STEEL ERECTORS POBOX 949 09/02/2008 09/02/2013 INC BREWERTON NY 13029 DOL DOL -Z326 PUTMAN CONSTRUCTION 29 PHYLLIS AVENUE 09/03/2008 09/03/2013 COMPANY OF WESTERN NY BUFFALO NY 14215 DOL DOL -7438 R & H COMMERCIAL 102 WILLOW AVENUE 06/20/2007 06/20/2012 FLOORING, INC. 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NYSDOL Bureau of Public Work Debarment List 04/14/2011 .. Article 8 DOL NYC -4020 SERVI-TEK ELEVATOR CORP 2546 EAST TREMONT AVENUE 07/16/2009 07/16/2014 BRONX NY 10461 DOL NYC -a252 SEVERN TRENT 16337 PARK ROW 06/12/2007 06/12/2012 ENVIRONMENTAL SERVICES HOUSTON TX 77084 INC DOL DOL SHAIKF YOUSUF C/O INDUS GENERAL CONST 04/28/2010 04/28/2015 33-04 91ST STREET JACKSON HEIGHTS NY 11372 DOL DOL -0256 SIERRA ERECTORS INC 79 MADISON AVE - FL 17 04/16/2009 04/16/2014 NEW YORK NY 10016 DOL DOL -0415 SIGNAL CONSTRUCTION LLC 199 GRIDER STREET 11/14/2006 02/25/2015 BUFFALO NY 14215 DOL DOL -8469 SIGNATURE PAVING AND POBOX 772 08/13/2010 08/13/2015 SEALCOATING JAMESTOWN NY 14701 DOL DOL -8469 SIGNATURE SEALCOATING 345 LIVINGSTON AVENUE 04/04/2007 08/13/2015 AND STRIPING SERVICE POBOX 772JAMESTOWN NY 14702 DOL DOL -9397 SKY COMMUNICATIONS, INC. 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Page 9 of 10 .. - - - - - - - - .. - - - - - - - - - - NYSDOL Bureau of Public Work Debarment List 04/14/2011 Article 8 DOL DOL TRI STATE TRUCKING INC 140 ARMSTRONG AVENUE 10/21/2009 10/2112014 SYRACUSE NY 13209 DOL NYC -5184 UDDIN USA CORP 663 DEGRAW STREET 05/17/2007 05/1712012 BROOKLYN NY 11217 DOL DOL ULIANO AND SONS INC 22 GRIFFEN COURT 10/26/2010 1 0126/2015 MILLER PLACE NY 11746 DOL DOL -8663 URBAN-SUBURBAN 3 LUCON DRIVE 06/20/2007 06/20/2012 RECREATION INC DEER PARK NY 11728 DOL DOL -0854 VANESSA CONSTRUCTION 588 MEACHAM AVElSTE 103 08/24/2010 08/24/2015 INC ELMONT NY 11003 DOL DA VASILlOS TSIMITRAS 235 91 ST STREET 11/27/2006 11/27/2011 BROOKLYN NY 11209 DOL DOL VIRGINIA L CAPONE 137 E MAIN STREET 1210112008 1210112013 ELMSFORD NY 10523 DOL NYC -S936 VISHAL CONSTRUCTION INC 73-12 35TH AVE - APT F63 03/04/2010 03/0412015 JACKSON HEIGHTS NY 11272 DOL NYC -5466 VIVA VICTORIA ENTERPRISES 10317 90TH STREET 06/1212006 06/12/2011 LID OZONE PARK NY 11417 DOL DOL -0329 WET PAINT CO. OF OSWEGO, 19 E. CAYUGA STREET 05/15/2008 0511512013 INC OSWEGO NY 13126 DOL DOL WHITE PLAINS CARPENTRY 220 FERRIS AVENUE 1 2104/2009 12/04/2014 CORP WHITE PLAINS NY 10603 DOL DOL WILLIAM PUTNAM 50 RIDGE ROAD 09/03/2008 09/03/2013 BUFFALO NY 14215 DOL DOL WILLIAM SCRIVENS 30 MIDLAND AVENUE 11/05/2010 11/05/2015 WALLINGTON NJ 07057 DOL DA WILLIAM TSIMITRAS 235 91 ST STREET 11/27/2006 11/27/2011 BROOKLYN NY 11209 DOL DOL WILLIAM WFARMER JR 112 HUDSON AVENUE 1 0/19/2009 10/1912014 ROCHESTER NY 14605 DOL DOL WINSTON J. GOINS, SR. 87 MALLING DRIVE 05/01/2006 05/0112011 ROCHESTER NY 14621 DOL NYC -5498 XAVIER CONTRACTING LLC 68 GAYLORD ROAD 02/16/2011 02/16/2015 SCARSDALE NY 10583 DOL AG YANG GENERAL 131 47TH STREET 01/25/2007 01/25/2012 CONTRACTING L TO BROOKLYN NY 11232 DOL AG -0288 YIN CONSTRUCTION LTD 131 47TH STREET 01/25/2007 0112512012 BROOKLYN NY 11232 DOL AG YUL Y ARONSON 700 SUMMER STREET 11/24/2009 1112412014 STAMFORD CT DOL AG -1564 ZARBEN GENERAL 131 47TH STREET 01/25/2007 01/2512012 CONSTRUCTION INC BROOKLYN NY 11232 DOL DOL ZEPHENIAH DAVIS 2068 ANTHONY AVENUE 12126/2007 12/2612012 BRONX NY 10457 Page 10 of 10 - AGENCY.~ ....c.. DOL DOL DOL Fiscalc~!ficer DOL DOL NYC NYSDOL Bureau of Public Work Debarment List SSNlFEIN: - C'. -0817 -8212 Article 9 ~ _ E!'lPL~YERcN,~ME' . .... ,~:~~~~ EMMANUEL ODIGIE NORTH EAST SECURITY GUARD SERVICE INC VELOX CLEANING CORP Page 1 of 1 04/14/2011 . ADDRESS'.- 'c': ..~.j,"J.. c 837 OUTLOOK AVENUE WEST BABYLON NY 11704 837 OUTLOOK AVENUE WEST BABYLON NY 11704 32 ESSEX lANE W1LlINGBORO NJ 08046 - - DEBARMENT DEBARMENT START DATE.:END DATE:, 09/10/2010 09/10/2015 09/10/2010 07/09/2010 - 09/20/2015 .. 07/0912015 .. - .. .. .. .. .. .. .. .. .. .. III III III ... 7 December 2010 ... ,- DAN I E L G. Lou C K S GeOTeCHNICAL ENG .- - Tom Carver Morris Associates 9 Elks Lane Poughkeepsie, New York 12601 - ... Re: Geotechnical Report for the Proposed Cider Mill Water Tank Town of Wappinger, New York File No. 2254 ... Mr. Carver ... I have enclosed one copy of the Geotechnical Report for the design of foundations and earthworks for the referenced site. The report also includes the seismic site classification as per the NYS Building code. .. If there are any questions with regard to this matter, please feel free to call on me. - Yours truly, 0~~ Daniel G. Loucks N.Y.P.E. 068389 ... - Ene. Geotechnical Report Invoice - - - - r.O.50X I 6;, 5ALL5TON SF A NY I 2020 518-;71-7622 FAX} J 8-;8;-2069 E-MAILDGLGE.oENG@AOLCOM - - G.E.OTE.CHNICAL E. N G .. DANIEL G. LOUCKS .. - 7 December 2010 Tom Carver Morris Associates 9 Elks Lane Poughkeepsie, New York 12601 .. .. Re: Invoice for the Geotechnical Report for the Proposed Cider Mill Water Tank Town of Wappinger, New York File No. 2254 Invoice No. 2697 ... .. Mr. Carver .. Report and Recommendations .. $ 1000.00 Laboratory Testing N/A Drilling (Billed Separately by SMT) .. Total Due $ 1000.00 .. If you have any questions, please call .. ~L+ .. .. .. III F.O.5ox 16" 5AU5TON Sr A NY J 2020 518-;71-7622 FAX 5 J 8--;8;-2069 E.-MAfL:DGLGE.DE.NG@AOL.COM , . .. .. .. .. ~ DANIEL G. L LOUCKS , P.E. G E:OTE:CHNICAL E. NGINE.E:RING r ~ - ::~. 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';:1').:1.;',.:,-,:;, l~j~'i.l;;':<:"';! .....Qn.;J'!".........ns :'i .;. :' !..:.,;.'"": ; I , ~ .,. ~~))irf;-~!:~~~ I ar:~ :-..~ ~ t-tl;h . -;--..- '.;-~--:s.'i-~~~~" _.L 1 ,:~ t,~ ~_-i ~\ :~; ---:-_.-t-:l-~-:~-~~~ro<[~--r- i +it~~~}~~\.f ! ._.~ ~ ....... -.- -..... I : i \ . \ I .~ ....:.:...;...~ I }~ :~~:! " I .: ' 'I --L '.';:-h.".";,/.-.-;,..~,,,./.., .,..,~"t ]~~" -'~~':;h'.I-/ " :1 ~... :.. t.'~ \ .........--2r.; H . ,; /(;:; Z:..1;.~ 3:')C' 4J(.: ~Cr'':: !)"'s."P."'l~.l! ir. /i.lt:~l' (;:1: ;',;:1 ! ~ . I i ';:';'ig/~:ss~:i~:jl'.~:~~ - . . .. . - F:O. Box 163, f)ALLSTON SPA, NY 12020 - I I- I I I I I I I I I I I I I. I I I I Geotechnical Report For Cider Mill Water Tank Town of Wappinger, New York File No. 2254 Prepared For: Morris Associates Prepared By: ~~~ Daniel G Loucks, PE NYSPE 068389 7 December 2010 ,,... " ... .. .. '. ... - - .. .. .. -. ... .. ... (0)1 [E ((; [E PJ ~ \R\ ml DEe - 8 ..... M .. .. MORRIS ASSOCIATES .. .. - - 11 - INTRODUCTION: I' I -- fI ~ ~ ~. ~ ~ ~ , ., . . The subsurface investigation for the proposed Cider Mill Water Tank, Wappinger, New York has been completed. Soil & Material Testing of Castleton, New York has completed two (2) soil borings at the site. 'The logs of these borings, along with a location diagram, have been included in the appendix of this report. It is my understanding that the proposed construction will include a steel sided water tank with a diameter of 64 feet and a total height of 42 feet. The tank will be located approximately as indicated on the boring location diagram and replace an existing tank. The foundation of the tank will have a ring wall type design. Bearing loads will range from 3 to 4 ksf. The settlement tolerances are normal. Settlement tolerances are considered to include up to 3/4 inch of total settlement and 1/2 inch of differential settlement within 30 feet. The tank slab will be established at 430.5 feet. The purpose of this report is to describe the investigation conducted and the results obtained; to analyze and interpret the data obtained; and to make recommendations for the design and construction of the feasible foundation types and earthworks for the project. The scope of my services has been limited to coordinating the boring and laboratory investigation, analyzing the soils information, and providing a geotechnical report with foundation recommendations and seismic site classifications as per NYS Building Code. Environmental aspects of the project as well as grading and site design should be performed by qualified others. FIELD INVESTIGATION PROCEDURES: The borings were extended by means of 3.25 inch ID, hollow-stern augers and by continuous sampling with a split-spoon sampler. Representative samples were obtained from the boring holes by means of the split-spoon sampling procedure performed in accor- dance with ASTM D 1586. The standard penetration values obtained from this procedure have been indicated on the soil boring logs. - . . . ! 2 1 , 1 1 , ;~ , , 1 1 , 1 i T Soil samples obtained from these procedures were examined in the field, sealed in containers, and shipped to the laboratory for furthe~ examination, classification and testing, as applicable. During the investigation, water level readings were obtained at various times where water accumulated in the boring hole. The water level readings, along with an indication of the time of the reading relative to the boring procedure, have been indicated on the soil boring logs. In addition to the field boring investigation, the soil engineer visited the site to observe the surface conditions. LABORATORY INVESTIGATION: All samples were examined in the laboratory by the soil engineer and classified according to the Unified Soil Classification System. In this system, the soils are visually classified according to texture' and plasticity. The appropriate group symbol is indicated on the soil boring logs. No formal laboratory tests were performed on the soil samples. SITE CONDITIONS: At the time of my site visit the gate for the site was locked, but I did observe the existing tanks and ground surface around the south and western side of the proposed tank. In general the ground surface observed was fairly level around the tank and then sloped up to the north of the existing tank. There was a small mound of soil to the south of the tank. It is my understanding that there has not been settlement problems with the existing tank and that the new tank will be located in the same location. T SUBSURFACE CONDITIONS: T The specific subsurface conditions encountered at each boring location are. indicated on the individual soil boring logs. However, to aid in the evaluation of this data, I have prepared a generalized description of the soil conditions based on the boring data. .,. 1 I .,. The borings encountered an upper layer of topsoil/uncontrolled fill that extended to between approximately 0.5 and 1.5 feet. ... III - , i ., -. i i .. 1 1 1 -I .. .II I I -,. , .~ ., _i , -1 , -. i -Ii i I - 3 Below the upper layer is a layer of sand and clayey silt, with a trace of gravel/shale and occasional cobbles. This layer extends to between 9 and 13 feet and it is medium dense to dense. Underlying the sand and clay silt is a layer of clayey silt with some sand and varying amounts of gravel. This layer is dense and extends to the bottom of the borings at 17 feet. GROUNDWATER CONDITIONS: Accurate groundwater levels are difficult to determine in clayey silt soils with only short term readings or observations. Clayey silt soils typically do not allow an adequate amount of water to flow through the soil to produce a water level reading during the drilling operation. I have indicated where water was observed o~ the boring logs. Groundwater was observed in boring 3 at approximately 7.5 feet. No ground water was observed in boring 1, during the boring investigation, . but based on the moisture condition of the samples recovered from the boring holes and coloration of the soil samples, I judge that the groundwater level.was located below depth of 7.5 feet. Perched groundwater tables may occur at higher elevations in the soil profile due to groundwater being retained by layers or lenses of silt or clay soils. Perched or seasonal groundwater levels are sometimes indicated by mottled brown/gray soils. These soil conditions were observed as shallow as 1.5 feet below the existing ground surface. Some fluctuation in hydrostatic groundwater levels and perched water conditions should be anticipated with variations in the seasonal rainfall and surface runoff. It should be noted that the groundwater levels were obtained during thearilling procedure. Actual water levels may vary at the time of construction. Some groundwater could be encountered in soil layers labeled moist to wet on the boring logs. ANALYSIS AND .RECOMMENDATIONS: Si te Work: The proposed construction areas should be cleared and grubbed and all organic topsoil and vegetation along with any uncon- trolled fill and debris should be stripped from the site. The ii"': ... I I I" I I I I I I I I I I I II II II II - II 4 .. existing tank foundations should be removed also. The subgrade should be proof-rolled with a lO-ton roller and observed by the soil engineer to verify that all the uncontrolled fill has been removed. This proof rolling will compact the subgrade and reveal the presence of soft spots. Any soft spots should be excavated and backfilled with controlled fill material. .. ... The removal of any uncontrolled fill should extend to a minimum horizontal distance past the edge of the footings equal to the depth that the fill extends under the footing. This is equal to a 1: 1 slope down from the outer edge of the footing to the virgin soil. All uncontrolled fill within the proposed building area should also be removed. .. ... A way to stabilize a spongy, but suitable, virgin, subgrade would be to spread a reinforcement or separation type of geo- textile on the subgrade and follow with a lift of clean, granu- lar fill or stone. The thickness of the controlled fill can range from 1.0 to 2.5 feet, as necessary, to achieve a working .mat upon which to cons~ruct the remainder of the controlled fill or to place footings. If open graded stone is used as controlled fill a layer of geotextile should be placed between the stone and any sand/gravel controlled fill or virgin soil. .. ... .. ... Controlled Fill: Before any controlled fill is placed the site should be inspected to verify that the site has been prepared according to the recommendations contained in this report as required by the NYS Building Code Section 1704.7.1. ... ... Controlled, relatively clean, granular fill can be spread in lifts not exceeding 12 inches in loose thickness. These materials should be compacted to a minimum of 95 percent of the maximum ASTM Specification D 1557-91 density, modified proctor. ... Materials containing significant percentages of fine-grained soils or cohesive materials should be spread in lifts not exceeding 9 inches in loose thickness and compacted to a minimum of 90 percent of the same density standard. ... - On-site material may be difficult to compact during wet weather or poor drying conditions. Given good drying conditions, the on- site soils with more than 10 percent silt/clayey silt could be compacted using disc harrows and sheepsfoot rollers or rubber- tired rollers, as applicable. These types of soils are sensitive to moisture content and weather conditions. I do not recommend II1II .. .. ... _:~-----_ '__'-:-__'_~:".''':J'::_-==' .--- ._-~- "1';-' ~~=-=~~''''--:~'':''~..'_:,:.,::::::-:::::::::;:!:'''~~~~_._".. - .. - . . I . . .~' II. . ~ ,I ,I J ) 1 - '" - , - , - . - , , 5 using on-site soils as structural fill under the proposed tank. During freezing or wet weather conditions these materials may not be able to be adequately compacted. On site soils can be used, if needed, as fill outside the proposed tank, provided it is properly placed and compacted. If crushed stone is used as controlled fill it should have a layer of geotextile with a minimum tensile strength of 200 lbs $hould be placed between the stone and existing soils. The stone should be placed in lifts not exceeding 12 inches in thickness and should be compacted with a minimum of 5 passes of a vibratory roller rated at 5 tons or larger. Free Draining Controlled Fill artificially graded mixture of sand, gravel conforming to NYS DOT Item follows: Material: Naturally or natural or crushed stone or 304-2.03, Type 4 or 2 as U.S. Sieve No. 2 inch 1/4 inch No. 40 No. 200 Percent Passing by Weight 100 35-60 5-40 0-10 NYS DOT Table 703-4, Size 2 crushed stone, clean, durable, angular, and of uniform quality throughout: U.S. Sieve No. Percent Passing by Weight 1 ~ inch 100 1 inch 90-100 1/2 inch 0-15 All controlled fill should be free of organic and/or frozen material. Free-draining controlled fill should have less than 10 percent fines passing the #200 sieve. I recommend performing one field density test for every 2,000 square feet of con~rolled fill placed, within the overlaying building footprint, but in no case fewer than three tests per lift. I recommend that for foundation wall and footing backfill that in each compacted backfill layer have at least one field in place density test for each 50 feet or less of wall or footing length, but not fewer than two tests along a wall face or footing be performed per lift. - .. I" I I I I I I I I I I I I I ( I I I I .. 6 .. Tank Foundations: I recommend that the proposed structure be supported by spread footing/ring wall foundations resting on virgin, inorganic, soils or on controlled fill which, in turn, rests on these virgin materials. Footings can be designed for a maximum, net, allowable soil bearing pressure of 3500 psf. .. .. The soil engineer should observe the footing subgrade at the beginning of the project or if soil conditions change to verify the allowable bearing pressure of the soil encountered. . .. Loads from adjacent footings or structures should be assumed to distribute based on the elastic theory. Typical Boussinesq charts can be used to approximate loads at various depths and locations due to adjacent structures. - A minimum footing width of 3.0 feet is recommended for load bearing ring wall footings. All ring wall footings should have a minimum of two #5 bars placed in them, top and bottom, separated by a minimum of 12 inches vertically or an equivalent amount of reinforcement in foundation walls. This reinforcement is intended to resist possible negative as well as positive moments due to non-uniform bearing. .. I 1 Exterior footings or footings in unheated areas should have a minimum of 4.0 feet of embedment for protection from frost action. 1 1 1 To resist overturning and sliding a static lateral passive pressure of 250 psf per foot of embedment can be used, provided foundations are backfilled with controlled fill. This static, passive pressure resistance value has been reduced from the calculated full passive pressure because of stress/strain characteristics. of the soil. To develop the full, calculated resistance a certain amount of movement or deflection in the structure is required. The amount of movement required to generate this resistance generally greater then is acceptable for structures. I therefore recommend that the full passive pressure not be 'used. A coefficient of base sliding of 0.35 can also be used for design. 1 i The passive resistance of the upper two feet of soil, around the exterior portion of the tank, should be ignored due to surface effects of frost and moisture. 1 1 1 1 - .,. ~ it II . .' . II ~ ,. ~ ~. I ~ ~ , 1t .. . -- 7 Any surcharge loading of existing adjacent building foundations or other adjacent structures/utilities should be addressed by the structural engineer using Boussinesq charts. For the analysis of seismic loading the allowable soil bearing pressure and passive soil resistance may. be increased by a factor of one-third. ' Tank Slabs: Concrete floor slabs can be designed to rest on controlled fills resting on virgin mat~rials. A 12-inch layer of well-graded, free-draining, granular material should be placed beneath the floor slab to provide drainage, act as a capillary break, and to provide better and more uniform support. A modulus of subgrade reaction of 150 psi per inch can be used to design concrete slabs resting on a minimum of 12 inches of free draining controlled fill that in turn rests on virgin soils. A modulus of subgrade reaction of 100 psi per inch can be used to design exterior slabs or pavements resting on a minimum of 12 inches of free draining controlled fill. This reduced value is recommended due to seasonal variatiops that occur due to frost in the soils. Exterior concrete pavements will experience some frost heave movements during the winter and spring. If these movements are not acceptable then a minimum of 4.0 feet of approved subbase material and properly designed drains would be required below the concrete pavements or slabs. The use of properly designed drains can also pe used to reduce possible frost heave movements adjacent to the proposed structure. Seismic Conditions: The potential seismic conditions at the proposed site have been investigated using the information provided in the NYS Building Code Section 1613 and 18 and the boring information obtained during my investigation. Based on the soil boring information it is my opinion that the Site Classification (Table 1615.1.1) could be assumed to be C. Using figures 1615 (1 and 2) and the USGS 2003 NEHRP Seismic Design provisions, I estimate that the MCE spectral acceleration (SMS) at short periods is 34.1 and the MCE spectral acceleration (SM1) at 1 s period is, 11.4. - p-- ::'.1"'" .,i,.,' -- L .. 8 .. The probabilistic ground motion values are expressed in %g for rock site class B. Peak ground accelerations in the upper soil profile may vary. If specific peak ground accelerations or shear wave velocities are required for the upper soil profile additional testing would be required. If it is determined by the structural engineer that the Seismic Design Category is D, E or F additional geotechnical recommendations can be provided. III .. .. II , II "1i . .. iI I I I~ . . I I I I I The soil borings and my analysis do not indicate any significant potential seismic hazards such as liquefaction, sensitive clays, weakly cemented soil or surface rupture. - CONSTRUCTION PROCEDURES AND PROBLEMS: III The NYS Building Code Section 17 may require special ,inspections and follow up reports. These inspections should be performed to verify compliance with the recommendations contained in this report. III All excavations of more than a few feet should be sheeted and braced or laid back to prevent sloughing in of the sides. .. Excavations should not extend below adjacent footings or structures unless properly designed sheeting and bracing or underpinning is installed. III Footing and tanks slab subgrades should be tamped to compact any soil disturbed during the excavation process. A flat plate should be placed on the end of the excavator or backhoe bucket to reduce disturbance of the footing subgrade. If over excavation of subgrades are required to remove cobbles or possibly boulders, then the over excavated areas should be filled with controlled granular fill or lean concrete. .. .. .. A layer of geotextile (min. tensile strength of 200 lbs) and 4 to 8 inches of crushed stone may be required in footing excavations to prevent disturbance of the virgin subgrade during wet weather. The stone and fabric should be placed as described in the Controlled Fill section of this report. .. - Sump-pit and sump-pump-type dewatering may be required in excavations or low areas during wet weather or if groundwater is encountered. If large quantities of groundwater are encountered vacuum wells maybe required to stabilize the subgrade soils. All dewatering programs should be designed to prevent bottom heave. Any dewatering program should be performed with properly III .. .. - ~-"__.;~...'-<.....r_""""""'__".o---,.-:J':,','n...,-',,,,"___..."_-:~"'-_~"~,_"." '..__.'_'__~.~.__.___.. -...... . .". . - I' - I 9 - I designed filtration protection on all pumps to prevent loss of ground. Subgrades should be kept from freezing during construction. I Water, snow, and ice should not be allowed to collect and stand in excavations or low areas of the subgrade. I Some obstacles, including foundations and utilities and possibly , cobbles/boulders, may be encountered in excavations~ I The use of hydraulically operated rippers, pneumatic tools, or drilling and blasting may be required to remove bedrock or large boulders if encounter~d. r r Design and construction procedures should include measures to limit the potential for slab curl and vapor transmission. The shrinkage properties of 'the concrete should be controlled and the curing of the concrete controlled. Differential shrinkage between the top and bottom of the slabs could otherwise result in curling of the slabs. The control of vapor transmission through the slab should also be addressed. These phenomena may be only indirectly related to soil conditions. The architect/ structural engineer should address this aspect of the design. r r r Current American Concrete Institute recommendations' for the design and construction of floor slabs and the control of shrinkage, slab cur~ and vapor transmission can be referred to. . - - . - . - , - I - I - I - I I I I I I I I I I. I I I I I .. .. '. .. Cider Mill Water Tank Wappinger, New York File No.2254 .. :- - CONTENTS OF APPENDIX: 1. General Notes .. 2. Boring Location Diagram .. 3. Boring Logs 4. 2003 NEHRP Seismic Design Values .. 5. Unified Soil Classification System 6. Soil Use Chart .. 7. General Qualifications - - 1 1 T T r - ::;r-.. .--.~ .. -,,-,-,_._.,==~,,:,..:.;-.:._-~. - .... . " . I . II 11 ~ ~ ~ ~ .., J ) 1 - ~ ~ - ~ - ~ - ~ 1. 1 - GENERAL NOTES DRILLING & SAMPLING SYMBOLS SS Split-Spoon - pi" "I.D., 2" O.D., except where noted S Shelby Me - 2" O.D., except where noted PA Power Auger Sample DB DiamondBit-NX:BX=~ CB Carboloy Bit- NX: BX:AX: OS Osterberg Sampler - 3" Shelby 'lUbe HS Housel Sampler WS Wash Sample FT Fish Tail RB Rock Bit WO Wash Out Standard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch 00 split spoon, except where' noted WATER LEVEL MEASUREMENT SYMBOLS WL : Water Level WCI: Wet Cave In DCI: Dry Cave In WS : While Sampling WD: While Drilling BCR: Before Casing Removal ACR: After Casing Removal AB : After Boring Water levels indicated on the boring logs are the levels measured in the boring at the times indicated. In pervious soils, the indicated elevations are considered reliable ground water levels. In impeIVious soils the accurate determination of ground water elevations is not possible in even several day's observation, and additional evidence on ground water elevations must be sought CLASSIFICATIOij COHESIONLESSSOrrs GOHESiVE SOILS If cJ.ay' content is sufficieQt so that clay dominates soil properti~, then clay becomes the princip!e noun willi. the other malor soil cOnStitu~nt as modifiers: i.e., silty clay. Other minor soil constituents may be added according to c1~sification breakdown for coh~ionless soils; Le., silty clay, trace to some sand, trace gravel. "'!race" "'n-ace to some" "Some" '~d" Loose Medium Dense Dense Very Dense 1% to 10% 10% to 20% 20% to 35% 35% to 50% o to 9 Blows } 10 t~ 29 Blows 30 to 59 Blows ~O Blows . or equivalent Soft Medium. Stiff Very Stiff Hard .: 0.00 -0.59 tonsfft2 : 0.60 - 0.99 tonsfffl :. 1.00-1.99 tonsfft2 2.00 - 3.99 tonslft2 : ~ 4.00' i9nslft2 A'.J- . )11 / I I I r ! I I I i ! I I I j ',; I -'.' i J .::; i M I II; ~ ---_.- -- /~: ,.r~... . ~~ ..-~ r ~~...~ .' .' .. ll./~ ~ ~ ~ ~ - I': . < ~ ~j ., ):l gs <( " !,1!-c.,::l .. CQc~ 0:: ;:!: t; w~" 3"" I-z ~o ~b;;::j:: tl. "~o:'5 ~ II II o~ ~ ~ m ...n:! (JJ ; ..Jl:l1~ ::!~" ~u.I~ irQ::" ii~~~ <~tJ<g ~ B . ~ of < ui,j~ff. w~~ I;Ci ~ajif!l, g~HH ~~T <(IJ f. a lI)fl ,:I. ii!l{ :.~~ t:l:~Af;l~ l~; ,.,.,.- .. i \ /.-,.,.< t~ \\' ~ .,J ,~ ""'" F.!illl t. . ..r.... ....., :;~~ ".~ //...... .' '.... '.....::, ," ~.~~ ~.. /' \"., . ,,' .. '- .'........ \', ~~~:g ~~~ <, //'.....<\ h . .':; . . -.,.....~'..\ NR,;! ~u A /"- \ ~v \ '. \ ~~~~'" ~ ..' ./ . \~~ \. I ~~>~~ \ ~ ----- . . l\ ~ (\ \ \ I ~~ii!it \ "~A. . .-' ,\,S., ~\" ) 1\1 . S., r.j" \ "" .po.> ~ ) . . 1\ ~ of~~i' ~ \ " -:- "--~l'- "" . \ 'J r ~ ,,~"~ ./ .\:/ ..' -~"i>ii' ". ..... / !l./'\ r- I 'l /" "") ..., ~ij ~~ ~'J;' .. / g >~.::"., ./. ~~r';S,"~'; "", "I( ~~ \ ~~ I J ~ .....-::>< .' .' ~~ '~~ . \ \'" \ It;! I I \{ .:~<"t')''''j I ~;~~~ "'. \' ~~~ ~, :!? 1-' t. ' ~ I "fE!,,~ !l ~ . \ '~l!> :(Q. ;!.! " \ ,'\ . '" I . ;! ~~ll ; ~ ' , . ~~ ., ~f~h~ ,. / i: \.. \\ I 1".... ~ SP~ of '1 }h't ~!i~ .', . / tI~~ 'I \. ":' ~ \ ", ',H V,;) (.: /, 'l!l ~ \ \\\' ~...,," ~.;"" / J ~m ~.!." '. " " /' '.. I '. ~~. .... '. '- '-" ..' .' :'''''---: - \: "'.. ,~~~ "~..... \, " ~"'" \ ,. - ~. , II ' " \ \ "'. .... \.r.-o:. _..~.:"~ '\ ~~~~ "_ \\ 1 '-<.:,. . \ "'~~~ C:.'\ f)~ \ \ \~~.. . ~'~ 'l: ,:; a~~~ J' ~~~ ~ \. ..... ~"o \~ f',~ ~ / ~e! '. '. _ \ '- ) ,><~. .' __ ~ \ \ : . ..: \ . //.. y :; .~ <// .. ~ " :; 0/> ~ 'J \ /\ ,~\\' ~/' " . ''-9 ~ ,. /""\' \ ~J \~ . . "'. . ..:;(.~\ '" .y .:~ / \,L, ,. \ I \""-'f '-." .... ",..,. ~.--- '\..-" '1 . fi.. ~: !J~'~5 \\~'~--~ \..\ ". - .-,,- ..j->" ~)~ ~~~~ ~ ~~ r. I ~ .' .~ \ \ . . '.' .... -.. ~.. r',...;-,' ,,,," ~!ij Ii ~, tl.. .' I '~'" . ." .... <.u...~ ,,~ ':/~ ../ t \..ye-........ ". . 'e' 4.....' ~i~ ~~ ~ ~a I \/ \ '} . '" "..' .' /;,. !lbB ~ll~ ~.'\, , !I'! ~~~~~1E1 )(\ \1.:: J'" ",1/" ~~~ ~~~ ~~~ .. """,0'" ... \ ",' b~.. ~,. ~... ' ,,~~~~ lij' \ \'., , ...~..,.. "'~'! ti~ ~ l! Jr.', I'J; \ I ~ "x. Q:p .. ~~S~. . \ '\ --::-... %<1; ,,~ "~lll; ~.. ... "'.~ M ~@~~" ~l? \' . \_,r;..... ~ll~ ~ ~I..~~: ~ ~~1~~.... . ~~~ ~ 'i.l:~!i" "(-" .\\ ~. 104 If ~ '-''-,' ~ - i I - Il ----... . ...-.--- - 1i IlII !1 ;. IlII l1li IlII ,l.j ~ ~ ~ Ii.' " - ~~~ i. , ^ ~ M t . .. ~ ~ ~ ;. III '" j!! g .. L' [) ;)/ - .. - - - - .. IlII IlII - - PROJECT NAME: Cider Mill Water Tank LOCATION: Town of Wappinger, NY DATE STARTED/COMPLETED: December 2010 ENGINEER/ARCHITECT: Morris Associates DRILLING METHOD: Hollow Stem Auger DRILL RIG TYPE: Truck Mount HAMMER WEIGHT: 140 lbs DROP: 30 Inches CASING DIAMETER: 00110: 3.25 inch ID WATER LEVEL DEPTH: None ObservecflME: WS ~:. - - - - .. .. BORING LOG S I S I BLOW "N" .. DEPTH amp e amp e COUNTS per "I Recovery Number Type 6 inches va ue .. 1 2 3 4 5 6 7 5S 1 2 - 3 .. 8 9 10 11 12 13 14 15 16 117 18 19 1 20 21 ,. 22 I 23 24 T 25 26 27 4 5S .. PA 5 5S .. PA 6 SS .. 55 5-6-6-7 5S 6-6-9-13 PA 8-15-20-30 17-40 10-20-32-45 14-25-27-33 15 12 35 57 52 52 BORING NO: 1 SHEET 1 of 1 FILE NUMBER: 2254 OFFSET: None SURFACE ELEV.: 431+/- ft DRILL CONTRACTOR: Soil & Material Testing Inc Daniel G Loucks PE PO Box 163 BaJ/ston Spa, New York 12020 Phone: 518-371-7622 Fax: 518-383-2069 DESCRIPTION Rne to Medium Saqnd and Gravel, trace to some Silt, Dark Brown, Moist, Medium Dense (SM-GM) FILL Fine to Medium Sand and Clayey Silt. trace to some Gravel, Brown/Gray, Moist, Medium Dense (SM-ML) Driller Notes Cobbles Clayey Silt and Sand, trace to some Gravel, Brown, Moist, Dense (ML-SM) Driller Notes Cobbles Clayey Silt, some Sand, trace to some Gravel, Dark Gray, Moist. Dense (ML) Driller Notes Cobbles End of Boring at 17.0 Feet ,. f. j.. H i~ ti I": 11 Ii P ~ I ~ ~_. BORING LOG PROJECT NAME: Cider Mill Water Tank LOCATION: Town of Wappinger, NY DATE STARTEDfCOMPLETED: December 2010 ENGINEER/ARCHITECT: Morris Associates DRILLING METHOD: Hollow Stem Auger DRILL RIG TYPE: Truck Mount HAMMER WEIGHT: 140 Lbs DROP: 30 Inches CASING DIAMETER: 00110: 3.25 inch ID WATER LEVEL DEPTH: 7.5 ft TIME: WS S I S I BLOW "N" DEPTH amp e amp e COUNTS per V I Recovery Number Type 6 inches a ue 1 5S 1-5-11-10 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2 SS 8-7 -6-B 3 55 7-5-5-B 10 4 SS 9-9-9-50 18 PA 5 SS 10-27-48-50 75 PA 6 S8 11-19-22-33 41 16 13 . 1 BORING NO: 3 SHEET 1 of 1 ., FILE NUMBER: 2254 OFFSET: None SURFACE ELEV.: 431+/- ft DRILL CONTRACTOR: Soil & Material Testing Inc .. .. Daniel G Loucks PE PO Box 163 Ballston Spa, New York 12020 Phone: 518-371-7622 Fax: 518-383-2069 .. .,. j 1 DESCRIPTION . I Topsoil Rne to Medium Sand and Clayey Silt, trace Gravel, Brown, Moist, Medium Dense (5M-ML) T 1 J 1 I Clayey Silt and Sand, trace to some Gravel, Brown, Moist, Very Dense (ML-5M) Driller Notes Cobbles Clayey Silt, some Sand, Gravel, Dark Gray, Moist, Dense (ML) End of Boring at 17.0 Feet I i .... .. .:$: *: .. 1 r ; ~ all! .. . , II .. , . " ~ ~ ~ ~ ~~ " ;.~, J ~ .. .. \ , .. .. -- t. - \--, 1.0 0.066 (S1) Conterminous. 48 States 2.003 NEHRP Seismic Design Provisions Zip Code = 12590 Spectral Response Accelerations SMs and SM1 SMs = Fax Ss and SM1 = Fv x 81 Site Class C Period (see) 0.2 1.0 Period (see) 0.2 1.0 Period (see) 0.2 1.0 Centroid Sa (9) 0.329 (SMs, Fa = 1.200) 0.113 (SM1,Fv=1.700) Maximum.Sa (9) 0.341 (SMs, Fa = 1.200) 0.114 (SM1, Fv= 1.700) Minimum Sa (g) 0.319 (SMs, Fa = 1.200) 0.113 (SM1, Fv= 1.700) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 12590 Spectral Response Accelerations SOs and SD1 SOs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class C Period Centroid Sa (see) (9) 0.2 0.220 (SOs) 1.0 0.075 (S01) Period Maximum Sa (see) (g) 0.2 0.227 (SDs) 1.0 0.076 (S01) Period Minimum Sa OlxeludLnI pa"fiI':sa 1~':a~~:~'~nl:.':t~"In' CrlellODl on ..U....ted WCllhll) Wlda ran,a In ,raIn .lr.c and. IUb:llaDlIII ImOI1ll1.1 of aU Iluumedlate parUele IJzcs . h~ i Uf ~~h j. 8~ & ~.... t'j rU CI~B~ i~ f ~'lS ~'gl! ~ Ge ,-II Uefij iSa-ll"il ~... ;;~l! fG 'll~n_!ZO l;S 0 3 -05 f':1< II ~ go':; a aU~ ~~ ~ti a~i G'\; .!l ... ~a ii a..~ :ll.ij ~ i"'~O~ l! ng. 05 .. it Ho!! 'ii U Po '" . e ii :1-:",: i! - -500.. i eilZ ~ . ~.!l 5 .. -" ~ .!3 .. ~ t.! .!\.!! ~ ni~ U'MU 'a'O~ ~ il~ ~U e o ~ .g .!!... '~ltij ! !~ ProdOD\lbaotl1 000 .1.... Dr I ......~ ot .I>.cs with soma Inlumedlala ..Itca mlaslo. Nonpl'l1lo Do.. (ror IdcnllllcaUoo pm- <Cdurea _ ML below) . PluUe Doex (tor IclcollOcaUon procccluru, _ CL below) . Wide raDIO In 1<1111 alus ...d .ubstontl.1 . 'moUIII.I DC aU Iotcnncdlate parllclo .Ites PlCdomllUloUy ono .lr.c Dr a J:IUIla ot alzcs with 10111. Iotr:nncclllt. .Itca..mlsaln( NoopluUe Doca (ror IdenUOcatlOIl pr.... wlur.., '" ML below) Plulle Doea (ror IdenUOcatloll procedu.... IClI CL below) . Id.enllOcallon Proccclurca on Froelloll SmaUer lhOJI No. 40 Slevo SI.... Dry Sltenlllt, DUaWlC)' Touahncsa ~~I:~ (rcacllon ~~~:~W~ bllel) to .b&kJrW umll) e..=1il ~~j ll:g~ ~gJ '" ~.~ :l "il.~S r9~~ :&n iii-. Hllhly Ora.nle Soli. None Co .nlbt Quick to .low Nono Table 3.5 Unified Soil Classification yroup SY~bO\s Typical H1UJIea Into~d:u'~:\~~ Cor Olvo typical Damo; Indlca.o liP. prolll....IC pctCCIII.,,, oC ....d lIld IraVGl1 maximum .Lto: lI\iIlIadl)'. lurfaco condlllon, and hardDC$S oC .110 coarse. ....1111; local Or acolollc DAIIIO and olber pertinent dcscrlpUvo Informallon; and. 'ymbola III p.IQllhClCS . For undlslurbed lOlls .dd lororma- tJOI1 OD I' ratification, dCllrea or camp.elna.., ccmc.ntAtlon, molltu.... CODdltlons Illld. dralo.IO cbatltlctlltlea lI/lamplc: SII/y.lI1I4, Irlvelly; aboul:lO Yo h.nI, an.ular .ravel puUelea i-lo,maxlmuDulzc; rounded and. lubaaaular And ".rafna co.rso to line, about I S" non- plasUc linea wlLb 101'1 dry .trenllb: well comp.eted and ~~ In place: alluvllllllnd.; Olve typIcal ...m.: 10cllCllod.llrcc and. cbllCocl... of pluUollY, amount ancl maximum .Ize oC eoane mlns; colour In wel condldou., oc1our Ie any.locaJ Dr aeoloalc n,ame, and OCher Xt',I.. nent dcacrlpllve /nrormaUon, Ind 1)'11100110 pllleDlbcscs FOr undJaturbcd lolls add Inror- mallon On IlruC1Uro, IlnliOca. lion, COl1$lsc.eney In uncUsturbed and rcmoulded lIales, 1I10lslUre Ilnd draln..e eoD<llllollS &.mplc: Clayey .11/, broWll; .l1lbll1 1~':I=~dF:~=:'~:~I~{ root holea; linn lUId dry In place: 10000l (ML) 60 501= Comp.nn. JOUs IllqUlllllluld Nmll 140 TOU&MutlJ\~ dl'/ tlrtnl1b InUWI .flll iQc(...... plllUd1r lo.dU-r--C11 t30 1120 it: lO~C1. ~r 00 10 20 30 ~ ~! t !'e ; b:a 'C a 'a'il 'a Jl!;!l'3 go " "~!l.Ul: .. H .~ u ~~!1.=l .8 '!l 1:1 ~il::i:j tl,8 II II e~~ti'J.!~ ~ ~ !i~~~D ~ I; .... =:S:..r;;~"O ~ O'el:>l:>At o H'" I O~xa p. h"~a 11 ~l!!eg l~li!~~ .., ;g .Ii g Ii 'Q 1I j j II -5 '" .!l ~ ~ Jl E fl II ;; " a ~ ... o Laboratory CI...lllcaUon Clllcda Cu - ~ID Grealer Ihan 4 Co ~ D U"xD): Botw..... I ...11 3 10 10 Hot mccllo, aU ,_UOIl roliulrcmcoll ror C IY Allcrbcr, IIml.. below "A" UQc. or PI Jess th.n t Allerbcra IImlls abova "A" UncI wllh PI ar..lor thOJl 7 D Cu .. D'C Grealer Ihan 6 . l1> Co - D OO)D' Belwocn I and 3 JD X I' AboYO "AU Uno With PI holwcc.n 4 IIDd 7 arc bord.,lIn6 euea rcqulrln. use of duol.ymboll HOI mcetlnlllll...dllloll requlrcmcnll Cor SlY Allcrbera Ihnlll below "A" line Dr PJICSlthan S Allerbcr, limits below "A" line . with PI .....ler tb.n 7 Abo'YC "An Ilnc with 1'1 hotw..... 4 Inll 7 Ira botderlrnc C&l0f requlrln, USe or dualll)'mbob Medium 10 hllb None to very .10w . -Medium ow Wcll araded .....Ia, _vel- IInd. I211xtutCI, Utile Dr no lines " .......r--t---l CL OK Dr MH 40 50 50 70 aD 90 100 Uquid limit Plasticity chart for laboratory classification of fine grained soils I I, I I . I I I I I GP Poorly .raGed ,ravw, IdVel. ADd IIIlxU.arcs, !llllo or PO 4Qca SII.hllo medium Slow SUaltl aM Silly lravels, poorly _ded llI'Ilvel.....d..1I1 mlxturea Prom Waancr,lg57. · ~utuklry clllll'/I../Io",. SOUl poucsslol ohara<:lulsllca oC two lroup. arc delli_led bl c.mblna'lolII of Iroup .ymbola. "'or example GIY-CC. wCll,raded Iravel_nd II1Ixlura will1 clay binder. b AIIllevc .1..... Ort tbll cllart ..... U.s, 'l&Ildarc1. . Fl<ld JIWu/fl..flD11 Procedure fo, FIM. Grained Salls er Frarlfolll ThcIc proudur.. arc 10 be perrormed OD lhemlDua No. 40 &leve ILto parUcl.., applOxlmltcly l.t.ln. Por lIeld e/wlOcalloll purposes. ac:rcenlo, Is DOllolCrlded..lmply remove b)' llanlllhe coarsc pattlelcs IhRllttterrel'6 wllb lite 1..11. D1kIf/VlCY (Reaction 10 shakln&>: Pry Str<nrth (Cnllhlna charaelotlouex): T""glm... (CoIUISlcoC)' near pJa.stlc 1Im111: ACler rOlRovln, panlelea laraer lhOJ1 No. 40 .lcvo ,Iz.c, prep... a pill or All... rOlRovlnl partloleall1ler thOJl No. 40 ,Ieve II..., mould a pal or 1011 Aller removln. p.nlcles Jarler thOJlthe Ho. 40 Ileva .1.... . l,pc:cImcn or 1II0ls1 '011 wllh a voJumo oc abouI ono.-half cubic Inch. Add cnoualt to lb. conalslclley or pUllY, .ddlnl watcr IfllllCClSllt)'. Allow Ibe pat to 1011 about onc-bajr loch cube III IW:, I. mOlllded to Ih. consl.teDC)' of w.lcr IC ncceasary 10 make tbe soli soft bUI Dotlllclty. clry complelely by oyen, 'U11 Or .Ir dt)'In.. Ind Ihen leallllllrenllth by pUlly. Ir 100 dry. ....Ier mllOt bo added and IC IlIcky, Iho .pc.cIinCII 1'laeo Ihe pal In th. open pllm or onchand and Ihallo hodzonlally. strlkln. brcalclnl"'d. etumblln, belwccn lhe /inIon. Tbls Ilrcnllb b Ilm....u.. .boulcl bo IprClld. ou. ID albln la)'er lUld allowed to lose 10100 lI10lsllue vlloroUJly aa.lnll tho otbcr hOJIcI IICverni Umea. A. poslUve rcacUon oC tile eh.raeler and qUlnllty DC Ibe COlloidal fracUon conlalned In Ih. b, o...poratloll. Then tbc speclllUlrt Ia rolled out by b.nd 011 a smoolh cons Ills or th. appearance or W.ter on th. .urC... of tbo-p"t wblob '011. Tbe dry Itrcnllb Inc....... with IOc......lo. pllSllelll. .urlDee or belw.... tb. p.1ms InlO a lIu'CIld about on.....llhl Inch III chlnaes 10 a IIvet)' conslsleney Ind bcoomcs alossy. Whcnlhe ..mple Bllh dry menath II charaelerlsl\o Cor elaya oC Iha CH Iroup. ... lyPlcal dlamater. The thread Is thon rolded IIrtd re.rolled repcalCdly. DUrlol iI.qu_ belween the 1I0lers, the water .nd.llo.. cllsappear Cram Ibe 100rll_lll. .Ilt po........ only very .1I.bl dry .ltcoalh. .SlIty Dne slncl. Ihl. mllllpulallon Ihe molSlllre'contenl " .radually reduced and the .urf....the patllUJona.lld IInally II GlUt. nrcrumblcs. The rapidity and 1111. havOlboullhc I.meslllhtdryltrcn'lh,bulcan bedllllnlulshed .pee/mell oUlrcos. IIn8l111010l ilo plasllclly, and. crumbles whtll th. or .ppearlllCe or waler durin, .hakln. and OC 111 disappearance durlnl by Ihc Ceel when powderlnllhe dr/ed .pcclmco. Fine ..nd fcel. .rlllY pluUe Ilmltl. rpehed. ''luauln. lul.lln Ideotlrylo. lhe ch.racler oC lho lines In a soli. whereu a lyplcal.11I hu the Imoolh reel 01: Dour. Aller the thread crumbles, the 1'1..,.,. .boulcl be Jumped toacllter Ind 0 Vct)' line cle.n sandi alvelhc qulckullnd mOlt dllllnet r....tlon wher... ,Ulhtlcncadlna .clloo eOollnued un'lIlh. lump ccumbl.., a plllllc el.y ha. no reaellon, Jnorllnlo '"11, .ueb al a IfPle.1 rock 'IlIe lou.her Ihe thread near lb. plastic Ilmitlod .hellllfcr Ibe lump wbOll 1I0ur, .how a moderalOly quick reacllon. Itllnally crumbles, tho more polontls Ihe collold.1 clay rraollon IlIlha ..... soil. Weatness oC Ihe thrUG al IbG plasllc limit and quick loss oC coherence or Ihc lump below 'ho prasllc IImlt/ndlc.ta cllber IlIorlllOlc clay or low ploSllellY. Or maICrlals such u kaol.....\)'pc elaYI and 0.....10 clayo which OCCUr beloW Ihe A-lInci. Hlahl)' orll.lllo claya'lla'e a very weak IIDd 'ponlY reelaltbo pl.Sllollmll. I 1 I I. SlIlhtto medlUID HI.hlo very II1a1l Non. HlaIt Medium to Nona 10 SlIalttto blah VCry slow . Jitoc\lum R..dlly IdentlDed b)' colour, odour, Ipol1lY Ceel and Crequently by Dbro,," lcxlUR 510wto nona SlIahtlo medium ac ClllYDY ItII vel., pnotl1 Ilraded Ir.vOl-l8IId..lay mlxlU'" SlY Well' I..cled lIadl, I..vell)' I&Dd., UUlo or no Dnes SP Poorly ,raded sands. .ra,eUy ..nd., little or 110 Doea SM Silty .ucla, poorly ,raded ....d< .111 mlXl\IrCI sa Clayo)' nndl. poorly araded sand-cl.y milium ML loorlanle .11 U lOci vet)' line lAnds. rock flour. IlIlY or claycy Ono nnds willi .1Ilhi pluUelly . . . Inora.anlo elaYI or low to medlUID plasHelly, 'rlvell)' cla", 18od)' clayo. lIlly clay.. I..n cl.y. .. Oraanle 01111 IlIel orlanlo aU'" CllY' OC low piasllclly Inorlulc .IIU. mlcaccoua Or dlalomaceoUJ IIn. I8IIdl or IlUy salls. elulle lilts 1110r.an\e clay. oC bllh pi... lIelty. r.. Clay. . O"'.lIlc olay. oCmedlum 10 hlalt plutlclly Peat .nd olber hllhly oreanl" 10111 CL OL MH CH OH 1'/ I. ........1 ~-_. .__1 I I~..-'..--.----__ -I. -&. -& . III . . ;It' ;ItI ~ ;r::rc.-t~ " f, . . M,yur Ulvl.slons un..- I'-l.m. V'lue ., V.lue.. Vlluelll P.I.nllll Compresslbllltl DI"llln.co CO~PICllon l1qulpmenl Unit Drl 'l}<plcal Dalen Vllu.. Subcrade Wh.n Subbu. Whn BUI When Prool Ind Chll1leterllll.. W"Chl COR Subel1lde (II N.I Subj.ell. N.I Subjecllo N.I SubjetllO Acllon Ellp...lon lb. per . (2) MOdul... k Frosl Aellon Frosl AeUon Frll3l Mllon eo.n. lb. p.r cu. In ow W.II.&tDd~ ,ltl'vcJa or crnelwNnd &r;aJlenl i!Jlcollenl Oood N.neIOVCl)' Almoll n.ne &cdlenl Crowll!r-Iype lrIIClor, rubber-llred 125-140 40-10 JOO.SOO mbltures, IInle or nu Ones IlIlhl roller. slcol.wheeled roller 01' Poorly croded I'"v'ls Or ClllV.I'llUld Oood 10 e.eGUenl 000<1 F.lr 10 COO<l None 10 v.ry Almo'l nono Ell.ellent Crowler.type IllIClOr, rubber.llred 110.140 30.60 300.500 mixtures. UIII. or no nne. olllhl roller,llcol.wh..led roller OR^\"BL -. ANI> d Slhy gravell, grBvel-Sllld-$lIt Oood 10 ....11...1 Oood Paino lood SlIChllO m.dlum VCl)' slIlht P.lno poor Rubber-Ured roller, shcop.rOOl IZ'.14, 40~ 300"00 ORAVI!U.Y - ml.'uras roller; olose cOllltOI or molllulO SOILS OM u 000<1 Fair Poono nol Sllahl '0 medium SIIChl Poor 10 Jll1Iellcally Rubber'lln:d roller, sheep.rOOl 11S.135 20-30 200-500 .ull.ble Impervl.... roller ~.'. ,.. OC CIOlellnl\'dl, ...vel.und..:1al O.od Folr Poor 10 nol SlIIhllO medium SIi,hl Poor 10 Pncdcl1ly Rubber.ured roller, slleepsfOOl J3().14S. 20-40 200-$00 ml.lures .ullablo Impervious roller COARSll. ... OMINW SW Well-eraded SInd. or lravoIlYlond., Oood Polr 10 aood Poor Nonelov"'l' Almust none ~.oIl"ll' c..wl."'lypo I".lor, rubl>er-l1red 110.130 20-<10 ZOI).4OO SUILs 111118 or no nne.s ..1I1li1 roller -. .. SP Poorly IIaded Slndl or IIlIvclly , Fllrlo eood FIIr Poor 10 nOI None 10 vety AbnoSl nOllo &<<11..., Crlwle"IYpo ....Ior. rubbcl'~red 10",133 10-10 150-100 SAND ..nds, Unle or no nnes suitable IlIghl rollo, ANI> ... SANDY d SillY Slndl. .""d-.ill ml.lutes Paino cODd. Folrlo lood Poor SlIchllO hllh Vety .1I,hl Fair 10 poor Rubbcl'lI.... roller. .....p.rOOl IZo.I3J 15-'40 150-100 SOll..Sl ~ roller; clo.. "AIrDI of molslu," SM u .. ,........ .-." Fair POOrlo foJr NOIsullllble SlIghllO hlah SUlht 10 medium Poor Jo P".~caII1 Rubber-~",d IOlIer, shcepsrOOl 1\10-130 111-20 100.300 Impervlou. roller ... se C111eYllUld.. SInd..:lay ml"ures POOrlO ralr Poor NouuUlbie SlIghllO hleb SUght 10 medium Poor to pracUcally Rubber,Uled IOlIer, sheepsrOOl 100.135 5.20 100.300 ImpervloUl ..Iller .... ..... ... ML InorlulClIUtJ an4 very f)ne uncia. Poor 10 r.lr NOISlllllbl. NOllultlble Medium 10 VOl)' SlIehllO medium Fllr 10 poor Rubbe",1lred .oller,lheepsr_ !IO-I3O I'orl... 1000Zoo rock Rour. .llIy 0, ."Y'y One IIndl hllh rollol1olo.. OOBIrDI ormolSlure Sun ur 011)'Cy5l1l. with stlchl plllllcllY ....D ..~ . '-'. .... CLAYS CL Inorllllllo c1.ysorlow 10 modlum 'J:oor 10 11Ir Not sull.ble Nuuulllble Medium 10 hlah Medium Pnl<~..lIy Rubber-Ul1ld roller, shcopsfool 90-130 15 or 111II SO-150 LL plosUclly. .....lIyoIIYI,llady dlYa. Impervious IOIIer IS Lass slllyollYI, lean cllYS TH....50 FINEo OL Orpnlo .lllS Ind orellllo 1111-(:IIY' of .Poor NOl.ultoble NOlSulllble Medium to bleb Medium 10 hleb Poor Rubbcl'lbed rollor. sheepslOOl 90-10$ J or I.., SO-IOO ORAI/lBU low pII5I1.lIy roller SOiLs Mil Inorglnla IlIlS, miCAceous or 'Poor Hoc sullabl. NOlsulllbl. Medium 10 verl HICh PII"o poor Sh..psrOOl roller, rubber-11red HO-Ill.1 10 or I... SO.IOO dl.IOAIIC.....nn. IIndl or .11I1,o1b, high rolle. SILTS ellSll. .lllS ANI> . CU\YS CH Inorlanlc ollYs Or medium 10 hlah t:dor 10 fllr Noc suI..ble NOllullBbl. Medium Hleh .Prac~colll 5h..p.rOOlIOII.., rubbcNJred \l().1I5 I' or leu SO-I'D LLIS plasdclly, orgonl. .1I1s Impervlou. roll.. ORBAT1!R THAN 50 OH OrBonlc cloy. 01 hlBh plulicilY. rll Poor 10 VCl)' poor NOlSllllllbl. Noc ,ull.bl. Medium Hlch I'nl.~.ally Sheepsf..,l roller, Rlbl>cr-l/rcd 80-110 5 or I.., 25.11lO clOl' ~ Impervl.\IJ. roller HIOHLY OnOAN}C' 5011..$ PI PollI ond olher hlBhly orglnlo .011. NOII.lloblu NUlsulllble NOI.ull.bl. SlIchl Vety hl,h Folno poor Compo.~on nol "",oU.al - - - S.II Chltacltrlsll<s.Perllncnllo R..d. and AltOeld. NUl.: (I) Unll Dry Welabl' Dr. forcomp,c'ed .011 '1 op~mum mols""" COnl.nl rur modmed M,SHO oomp""~on.rr.n.D'vblon orOM IIIId 5M Broups 1010 subdivision 01 d and u I1C rOl' roods ond airfield! on.ly. Subdi~IsIOl\" bul. of AllorbalJ IhflllS; 11Im. d (...., OMd) will be UJed wh.n lite liquId IImll (LI.)II2S orlossondlhC pluaollY IBdeI Is6 or leu\lIto .ul/1. u will be used olherwlse. (2) Th. m..lmum v.llItllhal con be.oed In deslln or olrneldslS, In .ome CD.!O.l, llmUed by Bntdallon IIld plUllcllY requiremenlJ. r .!@~~..;'" '.' ... ~.~_..- - GENERAL QUALIFICATIONS 1 ~ I t 1 ~ , 1 1 !. This report has been prepared in order to aid in the evaluation of this property and to assist the qrchitect andlor engineer in the design of this project. The scope of the project amI' location. de~~ribed herein, and my description of the project represents my understanding. of the significant aspects relevant to soil and foundation characteristics. In the event that any changes in the design or location of the proposed facilities, as outlined in this report, are planned, I should be informed so the changes can be reviewed and the conclusions of this report modified -. or approved in writing by myself. It is recommended that all construction operations dealing with earthwork and foundations be inspected by an experienced soil engineer to assure that the design requirements are fulfilled in the actual construction. If you wish, I would welcome the opportunity to review the plans and specifications when they have been prepared so that I may have the opportunity of commenting on the effect of soil conditions on the design and specifications. T T T r The analysis and recommendations submitted in this report are based upon the data obtained from the soil borings andlor test pits performed at the locations indicated on the location diagram and from any 'Other information discussed in the report. This report does not reflect any variations wl)ich may occur between these boring and/or test pits.. In the performance. of subsurface investigations, specific information is obtained at specific locations at specifi~ times. However, it is a well-known fact that variations in soil and rock conditions exist on.most sites between boring locations and also such situations as groundwater conditions vary from time to time. The nature and extent of variations may JIlaY not become e~dent until the course of construction. If variations :then appear evident, it will be ,necessary for a reevalua- tion of the recommendatio~s' of this report after performing on-site' observations during the construction period,.and noting the' characteristics of any variations. .. i l r ~ r: .. .. .. '. .. .. III .