Specifications include, but are not limited to: 1. SHIM AND OVERLAY: The Contractor will furnish and place hot mix paving in the following manner: place tack coat, shim as needed, and 1 ½” wearing course of ½” NH State top (type B) as directed by the Public Works Director. This shall include a 2’ apron at each driveway and 30’ at each side road, with a seam cut at the joint, per the instructions of the Road Agent. All asphalt hot mix, preparation of base material, and paving operations must meet current state of NH DOT specifications. The Town requests that a nuclear density compaction test be taken to gauge rolling sequence on completion of each road.; 2. ASPHALT HOT MIX PAVING 2” BASE COURSE/ 2” TOP COAT ON RECYCLED AREA. The Contractor shall be responsible for the final grading prior to paving. The surface smoothness shall be checked transversely with acceptable templates and longitudinally with straight edges in accordance with the instructions by the Director of Public Works.; The Contractor will furnish and place 2 ¼” BSE Binder (type B) and 2 ¼” of ½” NH top on the entire length of recycled area (4” after compaction) including a 2’ apron at driveways and 30’ on side roads with a seam cut at the joint. The Town requires that a nuclear density compaction test be taken to gauge rolling sequence on completion of each road. The joints will be tack coated before the next layer of asphalt.; 3. ASPHALT HOT MIX PAVING EQUIPMENT: The Contractor is required to have a self-propelled paver, capable to paving 10’-14” in a single pass. The varied screen must be heated. The compaction of the hot mix will be 10-12 ton static roller.; 4. COLD IN-PLACE RECYCLING: Recycling will consist of pulverizing the existing pavements with equal depths of road base and blending them. All cobbles having a diameter greater than 2 ½” shall be culled out. All driveways and side roads will be saw cut and removed to a depth and distance directed by the Director of Public Works. After pulverization, the Town reserves the right to add crush gravel or calcium chloride to the road base.; 5. IN-PLACE RECYCLING EQUIPMENT: The recycler must have an established capacity of recycling hot mix in-place to produce a crushed material which conforms to the gradation in section 6. In addition, it must have an established record of producing the recycled material at a rate of production consistent with the time allowed by the Director of Public Works.; The recycler must have the capability to adjust its depth of cut and forward speed to allow minor adjustments to the gradation or if the crushed material does not fall within the gradation requirements. The Contractor is expected to have a vibratory roller on site as well as a water truck to be able to wet the material for compaction.