Site work and paving for a road / highway in Barrington, New Hampshire. Completed plans call for site work for a road / highway; and for paving for a road / highway.

The Town of Barrington is requesting competitive proposals for its 2024 paving projects that include reclaiming of existing pavement and installation of base/wearing course pavements on these roads or an overlay of previously paved roads with an estimated total of approximately 7895 tons of pavement. Depending on bid pricing, bid quantities may be adjusted, so the project total is within the Town's budget. All paving shall be completed by September 1; however, deviations from this deadline may be considered by the Town and should be noted in the bid proposal. Scope of work can be shown to each contractor by the Road Agent onsite if requested. Each contractor is responsible for taking their own measurements of affected areas. The Town reserves the right to accept, reject, modify or negotiate any and/or all proposals or any portion thereof in the best interest of the Town of Barrington and to waive informalities. The Town also reserves the right to adjust the tonnage being laid even after award of the contract and changes to the total of roads listed. Winning firm will be required to submit performance and payment bonds and insurance certificates. For more information, please call Marc Moreau (603) 948-5203. The following requirements pertain to machine method and hand method pavement mixes, for Bid Alternate A. A. Asphalt Binder grade for all Hot Bituminous Job Mixes shall be PG 64-28. B. All 3/8" nominal aggregate Hot Bituminous Pavement Job Mixes shall conform to 75 Gyration Superpave mix design criteria. All 1/2 " and 3/4 " nominal aggregate Hot Bituminous Pavement Job Mixes shall conform to 50 Gyration Superpave5 mix design criteria. C. Minimum Binder Content to be 6.0% for 3/8" mix designs; 5.9% for 1/2 " mix designs; and 5.1% for 3/4 " mix designs. All pavement mixes shall have a maximum Total Reused Binder (TRB) content of 0.5% and meet all the volumetric mix design criteria. D. Hot Bituminous Pavement to be placed under NHDOT Section 401 "Method Requirements" (not "QC/QA"). E. Pavement Joint Adhesive (Item 403.6) shall be applied to longitudinal joints in accordance with NHDOT Section 401. F. Asphalt emulsion for tack coat shall be applied between all layers. Pond Hill Road - from Route 202 to just before culvert before Daniel Cater Road (1260 feet +/-) - Reclaim, add up to 6 inches of 1 1/2 " stone, blend, fine grade and compact using water. Pave with a 2.5-inch layer of asphalt binder. (Compacted thickness) 2 Second Crown Point Road, from Rachel's Lane to Route 202A intersection. (1935 feet +/-) Reclaim, add up to 6 inches of 1 1/2 " stone, blend, fine grade and compact using water. Pave with a 2.5-inch layer of asphalt binder. (Compacted thickness) 3 Ramsdell Lane, from easterly intersection with Route 9 to westerly driveway entrance to the Early Childhood Learning Center at the top of the hill. (2160 feet +/-) Reclaim, add up to 6 inches of 1 1/2 " stone, blend, fine grade, and compact using water. Pave with a 2.5-inch layer of asphalt binder. (Compacted thickness) 4 Hall Road, entire length from Beauty Hill Road to the intersection at Route 4. (20,000 feet +/-) - Shim & 1 1/2 "Overlay (Compressed thickness). 1A Scruton Pond Road. (1320 feet +/-) Reclaim, add up to 6 inches of 1 1/2 " stone, blend, fine grade and compact using water. Pave with a 2.5-inch layer of asphalt binder. (compressed thickness) 2A Scruton Pond Road (700 feet +/-) Reclaim, add up to 6 inches of 1 1/2 " stone, blend, fine grade and compact using water. Pave with a 2.5-inch layer of asphalt binder (Compressed thickness)