NOTICE AND INSTRUCTIONS TO BIDDERS 01/24/2017

Transcription

1 NOTICE AND INSTRUCTIONS TO BIDDERS 01/24/2017 Town Highway 25 Road and Stream Improvement Project 1. LOCATION: Town Highway 25 (Taggart Hill Road), Stockbridge, VT 2. TYPE OF CONSTRUCTION: Improvement of roadway (Taggart Hill Road) and stream (Taggart Brook) in the Town of Stockbridge, Vermont. This project involves the re-alignment and reconstruction of Taggart Hill Road including construction of a ±765' long dry-laid stone masonry retaining wall; replacement of roadway culverts, re-grading and re-surfacing, and installation of roadside drainage swale and all associated erosion control work. The project also includes widening of the constricted stream channel through ledge removal on stream (right) bank. The total project length is 780 ft. Taggart Hill Road will be closed during construction; therefore, a temporary by-pass road is not required. 3. CERTIFIED CHECK OR BID BOND: A certified check in the amount of 5% of the Contractor's bid not to exceed $50,000 or a bid bond furnished by the Contractor's surety for a like amount, payable to the Town of Stockbridge is required with the Bid. Check will be returned upon execution of the Contract. Bid bonds shall be provided on forms supplied by the Bidder that conform with the American Institute of Architects A.I.A., Document No. A PROJECT PLANS AND DOCUMENTS: A hard copy of the project plans, the advertisement for bid, and all other bid documents may be seen at the Stockbridge Town Office, 1722 VT Rte 100, Stockbridge, VT Electronic copies of said documents will be ed to all bidders present at pre-bid meeting who furnish their address on the form provided. 5. BID FORMS: All Bids shall be submitted on the attached forms. No lines on the Bid shall be left blank. All pages of the Bid forms must be completed. Failure to complete the Bid will render the Bidder non-responsive, and the Bid will not be read. The OWNER may waive any informalities or minor defects or reject any or all bids. In the event there is any discrepancy in the Proposal between any price in words, figures, or the extended totals, the price in words shall govern and the extended totals in each case shall be corrected accordingly. A conditional or qualified bid will not be accepted. 6. ALTERNATE BRIDGE DESIGN/CONSTRUCTION PROPOSALS: No alternate design and/or construction proposals are allowed. 7. QUESTION AND ANSWER PERIOD: All inquiries must be submitted by phone or to the owner's representative noted below by Friday, March 3 at 12 pm. Answers to the questions submitted by the deadline will be responded to via by Friday, March 10 at 12 pm in the form of an addendum. The addendum so issued shall become part of the Contract Documents. Owner's representative: T.R. Fellows Engineering Attn: Kricket McCusker, P.E. Mobile Phone: kricket@trfellows.com 01/24/17 Notice and Instructions to Bidders Page 1 of 4

2 8. BID DUE DATE: Sealed bid proposals, on forms included herein, can be delivered in hard-copy form (3 copies) or by . Hard-copy and bids will be received until 4:00 pm prevailing local time on Thursday, March 16, 2017 at the Stockbridge Town Offices: Physical Location: Mailing Address: 1722 Vermont Route 100 PO Box 39 Stockbridge, VT Stockbridge, VT Bids will be read aloud publicly at the Town of Stockbridge Selectboard Meeting on Thursday, March 16, The meeting begins at 7:00 pm. 9. WITHDRAWAL OF BID: A bid may not be withdrawn by the Bidder for a period of sixty calendar days after the bid opening. 10. This project is funded by a Community Development Block Grant Disaster Recovery through the U.S. Department of Housing and Urban Development (DR-IG-2012-Stockbridge-00074), and the State Granting Agency (Agency of Commerce and Community Development). The grant is an agreement between the State of Vermont and the Town of Stockbridge. Federal compliance requirements include the Davis Bacon Act, including its prevailing wage and reporting requirements. Davis Bacon construction wage rates for VT /02/2015 VT44 will apply (see attached). Additional compliance is required with all other applicable federal labor requirements including the Copeland Anti-Kickback Act and the Contract Work Hours and Safety Standards Act. The selected contractor will be registered with and not be on the Federal or State of Vermont debarment list. This grant is funded by an equal opportunity/affirmative action agency. Please see attached Grant Requirements document for further information regarding project requirements. All qualified bidders will receive consideration without regard to race, color, religion, creed, age, sex, national origin, sexual orientation or familial status. Women, minority-owned and Section 3 businesses are encouraged to submit bids. 11. All work must be completed in accordance with all applicable permits. Permits are by Town and Project Engineer. 12. The OWNER will be responsible for payment in accordance with the terms of the Contract. 13. BID SELECTION CRITERIA: The contract, if awarded, will be awarded to the least costly, best qualified and most responsible bidder. In determining the least costly, best qualified and most responsible bidder, in addition to price, the following may be considered: 1. The substantial performance of the bidder in meeting the specifications and other terms and conditions of the solicitation; 2. The ability, capacity and skill of the bidder to provide the services required, and to do so within the time specified; 3. The character, integrity, reputation, experience, financial resources and performance of the bidder under previous contracts with the Town of Stockbridge (if applicable) and elsewhere. 01/24/17 Notice and Instructions to Bidders Page 2 of 4

3 The chosen contractor may be required to provide references and demonstrate successful completion of similar work. The chosen contractor may be required to demonstrate that he or she consistently performs work using the highest quality of workmanship. The chosen contractor may be required to demonstrate that he or she owns or has access to the equipment required to perform this work. Contractor shall not assign or subcontract the performance of this project or any portion thereof to any other contractor without the prior written approval of The Town of Stockbridge. The Owner reserves the right: (1) to accept or reject any or all Bids in whole or in part and to accept other than the lowest price proposal; (2) to amend, modify, or withdraw this Request for Bids; (3) to require supplemental statements or information from bidders; (4) to waive or correct any irregularities in Bids received, after prior notice to the Bidders. All plans, maps, data, reports, databases, and materials used or created for this project will be delivered to, and become the property of the Town of Stockbridge. 14. PROJECT SCHEDULE: The contractor will be selected on or around Friday March 31, Construction is to occur during Spring Project shall be 100% complete no later than August 15, Project may begin as soon as allowed by Town, Engineer and VT ANR River Management Engineer in 2017 but only after the Notice to Proceed is issued. In-stream work shall begin no sooner than the date given in the applicable permits, and/or as agreed upon with the VT ANR River Management Engineer. 15. PERFORMANCE and PAYMENT BOND: A Performance Bond and a Payment Bond, each for 100% of the Bid value, will be submitted at the time of Contract award. Irrevocable Letters of Credit for 100% of the Bid value may be substituted by the CONTRACTOR for each of the Bonds. The Payment Bond (or Irrevocable Letter of Credit) will not be released until satisfactory evidence has been provided to the OWNER (Town of Stockbridge) that all outstanding debts, liens, and judgments incurred by the CONTRACTOR for the performance of SUBCONTRACTORs, or supplies and materials incorporated into the Work have been paid. The Performance Bond (or Irrevocable Letter of Credit) will be held in force for one year after the Substantial Completion and will serve as warranty of the Contract. The Irrevocable Letter of Credit for Performance (if used in place of a Performance Bond) may not be reduced or released prior to completion of the one year warranty period unless authorized by the OWNER (Town of Stockbridge) and approved by the Lending Authority. 16. SUBMITTAL OF BID FORMS: All Bids shall be submitted by or in hard copy form. Hard copy bids can be submitted either by standard mail or hand delivery. 17. GENERAL INFORMATION: a. Firewood: Firewood and logs created by project construction activities shall become the property of the Contractor and shall be transported off site to an appropriate location determined by the Contractor. b. Staging: Contractor can temporarily store fill and materials on Taggart Hill Road below the project site, near the intersection with Fletcher Hill Road. Exact area will be staked 01/24/17 Notice and Instructions to Bidders Page 3 of 4

4 out in a pre-construction meeting with the Town, Engineer and Contractor. All areas on which fill is stored shall be returned to their original pre-construction condition. c. Surplus clean fill: Upon completion of the project and as needed throughout the duration of construction, the Contractor shall transport all surplus clean fill to one of two approved disposal areas near the project site. Said disposal areas are in the Town of Stockbridge adjacent to Stony Brook Road and Fletcher Hill Road, both within 2 miles of the project site. Exact locations and extents will be staked out in a pre-construction meeting with the Town, Engineer and Contractor. d. Insurance Requirements: As noted previously, Contractor shall furnish the Town of Stockbridge with proof of insurance within (5) calendar days from award of bid. The chosen Contractor shall supply the Town of Stockbridge with a Certificate of Insurance showing liability coverage no less than $1,000,000 as well as proof of Workers Compensation insurance for all employees engaged in work. e. Disposal of Existing Culverts: Existing culverts shall be removed and transported to a location within the Town of Stockbridge. The town will retain ownership. The delivery location shall be designated by the Town of Stockbridge. 01/24/17 Notice and Instructions to Bidders Page 4 of 4

5 GRANT REQUIREMENTS 01/24/2017 Taggart Hill Road (TH25) Road and Stream Improvement Project Stockbridge, VT This project is funded with a Community Development Block Grant Disaster Recovery (CDBGDR) grant from U.S. Department of Housing and Urban Development (HUD) Community Development Block Grant Disaster Recovery (CDBGDR) funding. Specific requirements mandated by the funding source follow. The Contractor agrees to abide by the following laws and regulations and to make all records, invoices, materials, payrolls, records of personnel, conditions of employment and other documentary data available at any time for the purpose of an audit and to ensure compliance with relevant laws: 1) Equal Employment Opportunity: The Contractor shall not discriminate against any employee or applicant for employment on the basis of race, color, sex, religion, or national origin; 2) Title VI of the Civil Rights Act of 1964, as amended; 3) The Davis Bacon Act (Wage Rate Determination attached); 4) The Contract Work Hours and Safety Standards Act; 5) Title I of the Housing and Community Development Act of 1974, as amended; 6) The Copeland Anti-Kickback Act; 7) The Vermont Community Development Act; 8) The National Environmental Policy Act (NEPA); 9) Section 3 Requirements: A. The work to be performed under this contract is subject to the requirements of section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701u (section 3). The purpose of section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing. B. The parties to this contract agree to comply with HUD s regulations in 24 CFR part 135, which implement section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations.

6 C. The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers representative of the contractor s commitments under this section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s) taking applications for each of the positions; and the anticipated date the work shall begin. D. The contractor agrees to include this section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135. E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2) with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor s obligations under 24 CFR part 135. F. Noncompliance with HUD s regulations in 24 CFR part 135 may result in sanctions, termination of this contract for default, and debarment or suspension from future HUD assisted contracts. G. With respect to work performed in connection with section 3 covered Indian housing assistance, section 7(b) of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this contract that are subject to the provisions of section 3 and section 7(b) agree to comply with section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b). Retention of and Access to Records Authorized representatives of the Secretary of the Agency, the Secretary of HUD, the Inspector General of the United States, the U.S. General Accounting Office, the Town of Hancock, or other pertinent party to this VCDP Grant shall have access to all books, accounts, records, reports, files, papers, things, or property belonging to, or in use by, the Grantee pertaining to the receipt and administration of Vermont Community Development Program Funds, as may be necessary

7 to make audits, examinations, excerpts, and transcripts. Financial records, supporting documents, statistical records, and all other records pertinent to this VCDP-FUNDED project shall be retained in separate records and for a minimum of three years after receipt of a Certificate of Program Completion. The above requirements shall apply to all sub grantees, contractors, and subcontractors who enter into contracts or agreements with the Grantee.

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13 T.R. FELLOWS NH VT ENGINEERING CIVIL & STRUCTURAL VAOT ITEM NO. ITEM DESCRIPTION QUANTITY UNIT CLEARING AND GRUBBING 1 LS COMMON EXCAVATION 3700 CY SOLID ROCK EXCAVATION 700 CY EARTH BORROW 2000 CY GRANULAR BACKFILL 400 CY SUBBASE OF GRAVEL 415 CY SUBBASE OF CRUSHED GRAVEL, FINE GRADED 200 CY " CPEP (SL) 200 LF " PVC UNDERDRAIN PIPE 770 LF STONE FILL TYPE I 150 CY STONE FILL TYPE II 200 CY STONE FILL TYPE III 600 CY STONE FILL TYPE IV 1100 CY STEEL BEAM GUARDRAIL, GALVANIZED 750 LF ANCHOR FOR STEEL BEAM RAIL 2 EA /8" CRUSHED STONE BEDDING 500 TON MOBILIZATION 1 LS TRAFFIC CONTROL 1 LS GEOTEXTILE UNDER STONE FILL 800 SY TURF ESTABLISHMENT 1 LS EROSION PREVENTION & SEDIMENT CONTROL MEASURES 1 LS

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15 8" Min. STONE FILL TYPE IV ITEM " Min. 2" Min. 3/8" CRUSHED STONE ITEM " Min. 2" Min. FINISH SLOPE TO MATCH EXISTING SLOPE WHICH VARIES APPROXIMATELY AS SHOWN b 4" DIAMETER PVC OR ADS SLOTTED PIPE STONE FILL TYPE IV ITEM " EARTH BORROW, ITEM NATURAL SOIL DETAIL STONE FILL TYPE I, ITEM USED FOR CHINKING TYPE IV STONE " Min. H STABLE TEMPORARY SLOPE FOR WALL CONSTRUCTION ROADWAY 18" 6" 3' 6 1 Design: B/H = 0.50 B: 3 ft min GRANULAR BACKFILL ITEM " Min. 3/8" CRUSHED STONE ITEM B 4" DIAMETER PVC OR ADS SLOTTED PIPE (SEE DETAIL) b: 2ft min NATURAL SOIL (SEE "SUBGRADE PREPARATION" NOTE B IF ROCK ENCOUNTERED) Project Mngr: Drawn By: Checked By: Approved By: LJD MCR LJD LJD Project No. Scale: File No. Date: J AS SHOWN J dwg September Sundial Avenue, Suite 401W PH. (603) Manchester, NH Fax. (603) TAGGART HILL ROAD IMPROVEMENTS STOCKBRIDGE, VERMONT EXHIBIT A-1

16 "W" BEAM GUARDRAIL WITH STEEL POSTS " 6-3" 6-3" WOOD BLOCKOUT MOD. (TYP.) GUARDRAIL BOLT "C" AND RECESSED NUT (TYP.) 12" LAP x 1 SPLICE BOLTS (ROUND HD. ) 8 REQUIRED PER JOINT HOLE A 2-5" +/- 1" TOP OF RAIL 1-2" 4" 4" 2 " 2 " 0 POST BOLT HOLE x2 SLOT POST FACE MODIFIED WOOD BLOCKOUT- ROUTED 6" X 8" X 1-2" (FOR USE W/ STEEL POSTS ONLY) A SEE GUARDRAIL SPLICE DETAIL * DIRECTION OF TRAVEL GROUND LINE W6 x 9.0 STEEL POST (TYP.) 2 3-7" SINGLE - FACED BARRIER 1 DOUBLE - FACED BARRIER 6" 4" ELEVATION x 1 SLOTTED HOLES SECTION NOTES: 1. BLOCKS SHALL BE MADE OF TIMBER WITH A STRESS GRADE OF 1200 PSI OR MORE. TESTING SHALL BE IN ACCORDANCE WITH WEST COAST LUMBER INSPECTION BUREAU, SOUTHERN PINE INSPECTION BUREAU OR OTHER APPROPRIATE ASSOCIATION. TIMBER FOR BLOCKS SHALL BE ROUGH SAWN (UNPLANED) WITH DIMENSIONS INDICATED. THE SIZE TOLERANCE OF ROUGH SAWN BLOCKS IN THE DIRECTION OF THE BOLT HOLES SHALL BE NOT MORE THAN +/- ". 2. SUPPLY WOOD BLOCKS PER AASHTO M 168. ELEVATION FROM C OF ROAD L SECTION A -A GUARDRAIL SPLICE DETAIL FRONT FACE STEEL POST TREAT WITH PRESERVATIVE PER AASHTO M 133. BLOCKOUTS MAY ALSO BE MADE OF APPROVED ALTERNATIVE MATERIAL. 12-6" 6-3" 6-3" "W" BEAM GUARDRAIL WITH WOOD POSTS GUARDRAIL BOLT "F" 6 x 8 x 1-2 AND RECESSED NUT (TYP.) WOOD BLOCKOUT GUARDRAIL BOLT "D" 12" AND RECESSED NUT (TYP.) LAP GALVANIZED STEEL 16d COMMON NAIL (DRIVE NAIL AT CENTER OF POST AND BLOCKOUT AFTER BOLT IS INSTALLED.) x 1 SPLICE BOLTS (ROUND HD. ) 8 REQUIRED PER JOINT HOLE A A SEE GUARDRAIL SPLICE DETAIL * DIRECTION OF TRAVEL GROUND LINE 6" x 8" WOOD POST (TYP.) 2-5" +/- 1" TOP OF RAIL 1-2" " SINGLE - FACED BARRIER * NOTE : UNLESS OTHERWISE SPECIFIED ON PLANS DOUBLE - FACED BARRIER 4" 4" 2 " 2 " 0 POST BOLT HOLE x2 SLOT FOR GUARDRAIL BOLT "D" OR "F" x 1 SLOT FOR GUARDRAIL BOLT "A" (TYP) 6" ELEVATION 8 8 SECTION POST FACE WOOD BLOCKOUT 6" X 8" X 1-2" NOTES: 1. BLOCKS SHALL BE MADE OF TIMBER WITH A STRESS GRADE OF 1200 PSI OR MORE. TESTING SHALL BE IN ACCORDANCE WITH WEST COAST LUMBER INSPECTION BUREAU, SOUTHERN PINE INSPECTION BUREAU OR OTHER APPROPRIATE ASSOCIATION. TIMBER FOR BLOCKS SHALL BE ROUGH SAWN (UNPLANED) WITH DIMENSIONS INDICATED. THE SIZE TOLERANCE OF ROUGH SAWN BLOCKS IN THE DIRECTION OF THE BOLT HOLES SHALL BE NOT MORE THAN +/- ". 2. SUPPLY WOOD BLOCKS PER AASHTO M 168. ELEVATION FROM C OF ROAD L SECTION A -A GUARDRAIL SPLICE DETAIL FRONT FACE WOOD POST TREAT WITH PRESERVATIVE PER AASHTO M 133. BLOCKOUTS MAY ALSO BE MADE OF APPROVED ALTERNATIVE MATERIAL. GUARDRAIL DELINEATOR 3 DIRECTION OF TRAFFIC TWO FACES OF THIS PORTION OF WASHER TO BE REFLECTIVE MATERIAL. 3 " (0",") 3-" SHEET THICKNESS BUTTON HEAD " (- ",+") " 1" DIA. ONE 1 " HEX. 2" 55 OR BOTH SIDES / " 3" 55 1" " R 1 R. OVAL SHOULDER L T NC-2 GUARDRAIL BOLT 1 " OR 1" " RECESSED NUT FOR GUARDRAIL BOLT GENERAL NOTES: 1. GUARDRAIL SHALL MEET THE REQUIREMENTS OF AASHTO M 180, CLASS A, TYPE I, UNLESS OTHERWISE DESIGNATED THICK GUARDRAIL MOUNTED DELINEATORS SHALL MEET THE REQUIREMENTS OF SUBSECTION AND SHALL HAVE WHITE RETROREFLECTIVE SHEETING EQUAL TO OR EXCEEDING SUBSECTION (B)(3) OR YELLOW RETROREFLECTIVE SHEETING EQUAL TO OR EXCEEDING SUBSECTION (B)(7). THIS REFLECTORIZED ALUMINUM WASHER IS TO BE PLACED IN VALLEY OF BEAM WHEN MOUNTING BEAM ONTO EACH FIFTH POST. WASHER SHALL MEET SPECIFICATION REQUIREMENTS FOR A.S.T.M. B-209 ALLOY 5052-H32. 2 (+") " R - " " R 1" TOLERANCE ARTBA RE-3[2@6-3"=12-6" CLASS A, TYPE 1]-73 TYPICAL GUARDRAIL SECTION GUARDRAIL BOLTS BOLT ARTBA DES. REF. NO. "A" F-3[1]-76 "C" F-3[9]-76 "D" F-3[18]-76 "F" F-3[25]-76 L 1" FASTENER USED IN T STEEL WOOD (MIN.) POSTS POSTS 1" X X 9" 1" X 18" 25" 2" 2" X X " 1 " " WASHER FOR " BOLTS ARTBA F NOTE: WASHER IS USED UNDER RECESSED NUT WHERE GUARDRAIL BOLT IS USED WITH WOOD POSTS GUARDRAIL SHALL BE SINGLE FACED UNLESS OTHERWISE DESIGNATED. GUARDRAIL SECTIONS SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC FLOW FOR THE LANE NEAREST THE GUARDRAIL. FOR DESCRIPTION AND SPECIFICATION OF PARTS IDENTIFIED BY (ARTBA...) AND OTHER DETAILS OF POSTS, POST ACCESSORIES, FASTENERS & RAIL ELEMENTS, SEE AASHTO-AGC-ARTBA JOINT TASK FORCE NO. 13, TITLED "A GUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE", LATEST EDITION. STANDARD STEEL BEAM TO BE " AND THE HEAVY DUTY TO BE " THICK. REV. DATE DESCRIPTION -- JAN. 3, 2000 UPDATED TO REFLECT METRIC STD. CHANGES -- FEB. 10, 2014 UPDATED TO REFLECT GUARDRAIL HEIGHT OF 29 ; FHWA LETTER (MAY 17, 2010) -- NOV. 10, 2015 UPDATED DELINEATOR RETROREFLECTIVE SHEETING NOTES OTHER STANDARDS REQUIRED: G-1D STEEL BEAM GUARDRAIL WITH STEEL POSTS STEEL BEAM GUARDRAIL WITH WOOD POSTS Workin to Get You There VERMONT AGENCY OF TRANSPORTATION STANDARD G-1 VTRANS AND FHWA APPROVAL ON FILE WITH CONTRACT ADMINISTRATION

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18 SCHEDULE OF ITEMS TAGGART HILL ROAD (TH 25) ROAD AND STREAM IMPROVEMENT PROJECT TOWN OF STOCKBRIDGE BIDDER agrees to perform all the WORK described in the CONTRACT DOCUMENTS for the following unit prices. Item No. Item Description Quantity Units Unit Price Total Amount for Item = Quantity x Unit Price CLEARING AND GRUBBING 1 LS $ $ COMMON EXCAVATION 3700 CY $ $ SOLID ROCK EXCAVATION 700 CY $ $ EARTH BORROW 2000 CY $ $ GRANULAR BACKFILL 400 CY $ $ SUBBASE OF GRAVEL 415 CY $ $ SUBBASE OF CRUSHED GRAVEL, FINE GRADED 200 CY $ $ " CPEP (SL) 200 LF $ $ " PVC UNDERDRAIN PIPE 770 LF $ $ STONE FILL TYPE I 150 CY $ $ STONE FILL TYPE II 200 CY $ $ STONE FILL TYPE III 600 CY $ $ STONE FILL TYPE IV 1100 CY $ $ STEEL BEAM GUARDRAIL, GALVANIZED 750 LF $ $ ANCHOR FOR STEEL BEAM RAIL 2 EA $ $ /8" CRUSHED STONE BEDDING 500 TON $ $ MOBILIZATION 1 LS $ $ 01/24/17 Schedule of Items Page 1 of 2

19 SCHEDULE OF ITEMS TAGGART HILL ROAD (TH 25) ROAD AND STREAM IMPROVEMENT PROJECT TOWN OF STOCKBRIDGE Item No. Item Description Quantity Units Unit Price Total Amount for Item = Quantity x Unit Price TRAFFIC CONTROL 1 LS $ $ GEOTEXTILE UNDER STONE FILL 800 SY $ $ TURF ESTABLISHMENT 1 LS $ $ EROSION PREVENTION & SEDIMENT CONTROL MEASURES 1 LS $ $ TOTAL BID AMOUNT (Figures) $ TOTAL BID AMOUNT (Written) $ The apparent low bidder for this project will be selected on the basis of the lowest TOTAL BID AMOUNT. The Town of Stockbridge reserves the right to waive any information in any bid and to reject any and all bids. The undersigned Bidder does hereby declare and stipulate that his proposal is made in good faith, without collusion or connection with any other person or persons bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Notice and Instructions to Bidders, the Construction Contract, and the Project Plans pertaining to the Work to be done, all of which have been examined by the undersigned. Respectfully submitted: Signature Address Title Date Attest Signature Printed Name Title Date 01/24/17 Schedule of Items Page 2 of 2

20 General Decision Number: VT /08/2016 VT44 Superseded General Decision Number: VT State: Vermont Construction Type: Highway County: Windsor County in Vermont. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels; building structures in rest areas; railroad construction; bascule, suspension & spandrel arch bridges; bridges designed for commercial navigation; bridges involving marine construction; and other major bridges) Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the EO is available at Modification Number Publication Date 0 01/08/2016 * SUVT /14/2011 Rates Fringes CARPENTER, Includes Form Work...$ CEMENT MASON/CONCRETE FINISHER $ ELECTRICIAN, Includes Installation of Traffic Signals...$ GUARDRAIL INSTALLER...$ IRONWORKER, REINFORCING...$ IRONWORKER, STRUCTURAL...$ LABORER: Asphalt Raker...$ LABORER: Common or General...$ LABORER: Concrete Worker...$ LABORER: Flagger...$ LABORER: Landscape...$ LABORER: Screedman...$

21 LABORER: Sign Erector/Installer...$ OPERATOR: Asphalt Roller...$ OPERATOR: Backhoe...$ OPERATOR: Bobcat/Skid Steer/Skid Loader...$ OPERATOR: Broom...$ OPERATOR: Bulldozer...$ OPERATOR: Cold Planer/Milling Machine...$ OPERATOR: Crane...$ OPERATOR: Excavator...$ OPERATOR: Grader/Blade...$ OPERATOR: Loader...$ OPERATOR: Mechanic...$ OPERATOR: Paver...$ OPERATOR: Pounder...$ OPERATOR: Roller excluding Asphalt...$ OPERATOR: Screed...$ PAINTER (Parking Lot and Highway Striping Only)...$ TRUCK DRIVER, Includes all axles including Dump Trucks...$ TRUCK DRIVER: Distributor Truck...$ TRUCK DRIVER: Semi/Trailer Truck...$ WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ================================================================ Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii))

22 The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM /01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers indicates the local union number or district council number where applicable, i.e., Plumbers Local The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA /13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH /29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/cba rate of the union locals from which the rate is based

23 WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC ) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board 4

24 U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC ) All decisions by the Administrative Review Board are final. ================================================================ END OF GENERAL DECISION 5