Aggregate Base, Bituminous Paving, Aggregate Shoulders

Project consists of: Sawing Bituminous Pavement, 94.0 Lin. Ft.; Remove Concrete Driveway Pavement, 134.0 Sq. Yd.; Aggregate Base, Class 5 Mod., 3,716.0 Ton; Shoulder Base Aggregate, Class 1, 1,400.0 Ton; Mill Bituminous Surface, 208.0 Sq. Yd.; Type SP 9.5 Wearing Course Mixture (3,C), 3,173.0 Ton; Type SP 12.5 Non Wearing Course Mixture (3,C), 5,947.0 Ton; Concrete Curb & Gutter, Design S518, 56.0 Lin. Ft.; 6" Concrete Driveway Pavement, 134.0 Sq. Yd.; Traffic Control, 1.0 Lump Sum; Common Topsoil Borrow, 318.0 Cu. Yd.; Interim Pavement Marking, 2,386.0 Lin. Ft.; 6" Solid Line Paint, 15,909.0 Lin. Ft.; 4" Solid Line Paint, 4,600.0 Lin. Ft.; 4" Broken Line Paint, 6,649.0 Lin. Ft. Location: On C.S.A.H.3, from Red River Bridge to T.H.75 at Shelly, MN

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.