Site work and paving for a road / highway in Weathersfield, Vermont. Completed plans call for site work for a road / highway; and for paving for a road / highway.

This project is to cold plane entire project 3 inches deep. Reclaim the entire project to an 8-inch depth. Grade road to re-shape to attain standard cross slope for drainage. Compact gravel sub-base. Pave 2.0-inch base course of Type II 75 Blow Marshall. Pave 1.5-inch top course of Type III 75 Blow Marshall Bituminous Concrete Pavement. This conference is recommended for paving contractors wishing to bid on the project listed above. Specific project site visits may be scheduled if needed prior to the completion of the Pre-Bid Conference. The provisions of the most recent version of the State of Vermont STANDARD SPECIFICATIONS FOR CONSTRUCTION to include all supplemental provisions and attachments, all contract documents specified, the most current version of MUTCD, and any other Federal, State, or Municipal applicable standards, policies and procedures shall apply to this contract. All questions pertaining to this Request for Paving Bids will be asked and answered during the Pre-Bid Conference on Tuesday, May 18, 2021 at 10:00AM. If you are unable to attend the meeting, please submit your questions 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. All questions submitted in writing will be answered at the Pre-Bid Conference. Minutes will be distributed to all contractors who have requested bid documents after this conference. The question period ends at 4:00PM on May 13, 2021 for anyone submitting questions in writing. Questions received after this date and time will not be answered at the Pre-Bid Conference, however, anyone attending the pre-bid conference may ask questions during that time. This project is to cold plane entire project 3 inches deep. Reclaim the entire project to an 8-inch depth. Grade road to re-shape to attain standard cross slope for drainage. Compact gravel sub-base. Pave 2.0-inch base course of Type II 75 Blow Marshall. Pave 1.5-inch top course of Type III 75 Blow Marshall Bituminous Concrete Pavement. Apply emulsion before paving topcoat. Cold planning beginning and end project tapers, cold planning shoulder and side road tapers. Pave driveway and side road aprons to a 2' minimum length. Backup drives & shoulders, and mailbox pullouts with shoulder gravel (NOTE: include separate line for shoulder, driveway, and mailbox pullout gravel work.) provide traffic control. Material items that may be included are: 1) Type IV - 50 Blow and Type II & Type III - 75 Blow Marshall bituminous concrete pavement from a 2021 approved mix design and produced from a 2021 approved plant. 2) RS-1or RS-1H Emulsion containing a current Type A and Type D certifications. 3) Cold Planing. See Section 210 of the 2018 STANDARD SPECIFICATIONS FOR CONSTRUCTION. 4) Reclaiming. See Section 310 of the 2018 STANDARD SPECIFICATIONS FOR CONSTRUCTION. 5) Shoulder/ driveway gravel