Specifications include, but are not limited to: The work to take place within the scope of this bid will be as follows: 1. To accomplish the overlays of streets as laid out in the street paving list. Typically this involves cold planning (14 Ft in Width) along the curbline, creating cut-in tapered joints at all intersections and cut-in joints at all driveways and finally tacking the road and paving. Adjusting utility frames and traffic control is also required. 2. On some streets the City may Cold Plane (Mill) out the area between the curb or white lines and inlay instead of just cold planning the edges. 3. TRB< 1.0, Minimum AC binder content target for 12.5mm to be 50 Gyration, 5.9%, Fines shall be on the low side. 4. Mix designs shall be submitted for review and approval by the City. 5. Some streets need to be done at night due to the heavy traffic volume. 6. The city may have other contractors engaged in preparation of these streets in conjunction with this contract so some coordination will be required. 7. Joint adhesive is anticipated to be used on most streets. 8. The city will have a third party testing company inspecting the asphalt production. 9. The contractor must familiarize himself with the sites of the proposed work. 10. The bid should be a balanced bid and if deemed unbalanced by the City of Dover the bid may be rejected. 1. Bituminous Pavement, machine method, laid in place a. Base (403.11) Ton ________ X 100* $___________ b. Wear (403.11) Ton ________ X 6,750 $___________ c.Wear (Night) (403.119) Ton ________ X 750 $___________ 2. Bituminous Pavement, Hand work not accessible by machine a.Hand work Ton ________ X 100* $___________ 3. Adjust utility castings a. Frames and Grates & Each ________X 240 $___________ Frames and Covers b. Gate boxes Each ________X 90 $___________ c. Structure Rebuilding>8” Vertical Foot ________X 20* $___________ 4. 304.32-Crushed Gravel for Shoulder leveling laid in place CY ______ X 100* $___________ 5. 306.108-Reclaimed Base SY ______ X 100* $___________ 6. Cut-in joint for Driveways LF ______ X 4,550 $___________ 7. 417-Cold Plane (Contractor retains grindings) SY ______ X 50,250 $___________ 8. 1010.2-Asphalt Cement Adjustment- Allowance (A) 1 $___30,000___