Projects consist of: Mobilization, 1.0 Lump Sum; Sawing Bituminous Pavement (Full Depth), 48.0 Lin. Ft.; Remove Bituminous Pavement, 4,556.0 Sq. Yd.; Excavation – Common (P), 18,046.0 Cu. Yd.; Excavation – Muck, 7,080.0 Cu. Yd.; Select Granular Embankment (CV), 15,820.0 Cu. Yd.; Common Embankment (CV) (P), 4,055.0 Cu. Yd.; Dozer, 10.0 Hour; Aggregate Base (CV) Class 5, 2,729.0 Cu. Yd.; Shoulder Base Aggregate Class 1, 497.0 Ton; Bituminous Material for Tack Coat, 456.0 Gal.; Type SP 12.5 Wearing Course Mixture (3,C), 1,681.0 Ton; Type S (TL-4) 36” Barrier Concrete (3S52) (P), 218.0 Lin. Ft.; Structural Concrete (3B52) (P), 100.0 Cu. Yd.; Reinforcement Bars (Epoxy Coated) (P), 52,340.0 Lb.; Reinforcement Bars (Stainless-75KSI) (P), 760.0 Lb.; Bridge Slab Concrete (3YHPC-M) (P), 3,133.0 Sq. Ft.; Structure Excavation, 1.0 Lump Sum; Floor Drain B702 (Modified), 4.0 Each; Bridge Approach Panels (P), 271.0 Sq. Yd.; Remove Existing Bridge, 1.0 Lump Sum; Structural Backfill, 241.0 Cu. Yd.; C-I-P Concrete Test Pile 50 Ft. Long 12”
