Paving Quarry Road

This project is to pave entire project with 1.5-inch top course of Type III 75 Blow Marshall Bituminous Concrete Pavement Apply emulsion before paving. Pave driveway and side road aprons to 2' length. Cold planning beginning and end project tapers (10' length from butt joint) cold planning a depth of 1.5" for estimated 1,380' over causeway, cold planning side road aprons as needed. Backup drives & shoulders, and mailbox pullouts with shoulder gravel (NOTE: include separate line for shoulder work.) Provide traffic control. This project is to shim all depths greater than 1/2 " than pave .69 miles of the project areas with 1.5-inch top course of Type III 75 Blow Marshall Bituminous Concrete Pavement. Pave side road aprons to 2' minimum length, backup drives, shoulders, and mailbox pullouts with shoulder gravel. All questions pertaining to this Request for Paving Bids shall be submitted in writing to Brandon Gulnick, Town Manager at the Weathersfield Town Office located at 5259 US Route 5, Ascutney, Vermont 05030 or e-mailed to townmanager@weathersfield.org The question period ends at 4:00PM Thursday, September 1st. Questions received after this date and time will not be answered. Bid award will take place on September 19th between 6:30pm & 9pm The Town of Weathersfield reserves the right: a. To accept or reject any and all bids in whole or in part and to accept other than the apparent lowest bid price and or total project cost as read: b. To amend, modify, or withdraw this Request for Bids. c. To cancel any and/or all projects prior to the start of construction without prior notification. d. To request submittal of supplemental documents or information from any and all bidders. e. To accept or reject a bidder's request to hold a special pre-bid conference at a time and/or date other than that specified in the Pre-Bid Conference Section of this document based on special conditions and/or mitigating circumstances. f. To allow or disallow entry into the pre-bid conference for any potential bidder arriving after the start of the pre-bid conference. g. To postpone the time and date of the pre-bid conference due to emergencies and unforeseen circumstances and/or conditions. h. To decrease or increase the estimated quantity of Bituminous Concrete Pavement; the Contractor and the Agency shall have the right to enter into negotiations when an increase or decrease of the adjusted estimated quantity of the awarded project(s) difference is +- 15% of the project(s) adjusted estimated tonnage. i. Estimates provided are estimated quantities and are only for the purpose of the fare bidding process. The Town of Weathersfield is not to be held responsible for changing estimated quantities. The Bid, if awarded, will be awarded based on criteria of least total project cost and/or least cost per ton in place, best qualified to perform the work in a time frame advantageous to the Town and traveling public, ability in meeting the terms of the contract and ability to provide a quality product, and past performance of the bidder under previous contracts with Town, the State and elsewhere. Prior to awarding the project(s), the total allotted funds for the project shall be used to determine the adjusted estimated tonnage. Project must be completed by September 30, 2023

Division 26 -	Electrical, Lighting, Exterior Lighting, Lighting Poles and Standards.
Division 32 -	Exterior Improvements, Operation and Maintenance of Exterior Improvements.
Division 34 -	Transportation, Operation and Maintenance of Transportation.