Specifications include, but are not limited to: The work shall consist of furnishing all labor, equipment and materials for the placement of Portland cement concrete slip form curb, new granite curb or re-setting existing granite curb in several locations in the City.; For all curbing types, the line, grade and ends of the proposed curbing shall be established by the City after the base layer of bituminous pavement has been installed.; For the slip form concrete curb the Successful Bidder shall install a bonding agent to adhere the slip form curb to the bituminous pavement. The Successful Bidder shall then provide the Portland cement concrete material meeting MDOT Class A specifications and will include fiber reinforcement. The Successful Bidder shall install the slip form curb using approved equipment. The Successful Bidder shall taper the ends of the curb as directed by the City. The shape of the slip form curb shall meet MDOT specifications for Type 3 bituminous curb Mold 1 or approved equal and shall be 6- 8 inches in height as specified by the City. Proper curing shall be insured through the use of a curing compound spray that meets ASTM specifications. Contraction joints will be placed at 10 foot intervals using sawing methods, which cut a minimum of one (1) inch into the concrete. Joints shall be constructed perpendicular to the travel way and match other joints in roadways, sidewalks or other structures when applicable.; All granite curb shall be installed as specified in the current MDOT specification 609- Curbing. The Successful Bidder shall saw cut the existing pavement before removal of existing pavement. All granite curb shall be embedded in 3000 psi air entrained concrete brought level to the binder course of pavement, unless otherwise directed by the City.; The pavement removal for re-setting of granite curb shall be done by the Successful Bidder unless removal has been done by the City in the course of their work. The City shall make available to the Successful Bidder a place for disposal of pavement and excavated aggregate material.