Specifications include, but are not limited to: Contractor will provide all labor, equipment, materials and incidentals to pulverize approximately 122,074 square yards of 0.8 feet deep approximately 26 feet wide. The shoulders will be notched and bladed per attached drawing Typical Section No. 1 – Pulverization. Contractor will remove 0.2 feet of material and pulverize 0.6 feet adding 6.0% cement. The 6.0% cement is an estimate. The Contractor will need to develop and submit a proposed Cement Treated Pulverized Base mix design for approval. The 0.2 feet of material that is to be removed will be relocated to the notched shoulder per attached drawing Typical Section No. 1 – New Surfacing. Contractor will produce, haul, place, tack and compact approximately 16,516 tons of Commercial Plant Mix Grade S PG 64-28 asphalt mix material. The overlay shall be paved 0.2 feet thick and approximately 26 feet wide. There is one bridge within the project that will need 50-foot milled tapers on each end. The Department will provide traffic control and final striping. Contractor is responsible for test trailer, transport, and setup.