Bridge & Approaches on 0.208 miles of Orange Drive

Specifications include, but are not limited to: Mobilization 1.00 L.S.; Clearing & Grubbing 1.00 L.S.; Removal of Bridge @ Sta. 420+06 1.00 Unit; Unclassified Excavation (F.M.) 1,335.00 Cu. Yd.; Borrow Excavation (F.M.) (Contractor Furnished) (Class 9-6) 4,061.00 Cu. Yd.; Granular Material (L.V.M.) (Class 9, Group “B”) 936.00 Cu. Yd.; Crushed Stone, Size 825 592.00 Ton; Hot Mix Asphalt (ST) (9.5 mm) 203.00 Ton; Hot Mix Asphalt (ST) (19 mm) 549.00 Ton; Guard Rail, “W” Beam 75.00 Lin. Ft.; Guard Rail, Bridge End Section, Type I, Thrie Beam 4.00 Each; Guard Rail, Terminal End Section 4.00 Each; Right-of-Way Markers (Type I) 9.00 Each; Maintenance of Traffic Lump Sum L.S.; Additional Construction Signs 0.00 Sq. Ft...