Specifications include, but are not limited to: Mobilization Lump Sum L.S. Clearing and Grubbing Lump Sum L.S. Removal of Bridge @ Sta. 9+93 1.0 Unit Unclassified Excavation (F.M.) 1,250.00 Cu. Yd. Borrow Excavation (F.M.E.) (Contractor Furnished) (Class 9) 7,772.00 Cu. Yd. Granular Material (LVM) (Class 9, Group “B”) 1,357.00 Cu. Yd. Crushed Stone, Size 825 721.00 Ton Hot Mix Asphalt, ST, (9.5 mm) 287.00 Ton Hot Mix Asphalt, ST, (12.5 mm) 775.00 Ton Guard Rail, “W” Beam 175.00 Lin. Ft. Guard Rail, Bridge End Section, “Thrie Beam” 4.00 Each Guard Rail, Terminal End Section 4.00 Each Roadway Construction Surveying Lump Sum L.S. Right-of-Way Markers (Type II) 8.00 Each Maintenance of Traffic Lump Sum L.S. Additional Construction Signs 0.00 Sq. Ft. 4” Wide Cold Plastic Edge Stripe (Continuous White) 0.076 Mile 4” Wide Cold Plastic Traffic Stripe (Continuous Yellow) 400.00 Lin. Ft. 4” Wide Thermoplastic Edge Stripe (Continuous White) (60 Mil) 0.464 Mile 4” Wide Thermoplastic Traffic Stripe (Continuous Yellow) (90 Mil) 2,450.00 Lin. Ft. Two-Way Yellow Reflective High Performance Raised Markers 38.00 Each Reflectorized Traffic Warning Sign (Encapsulated Lens) 2.00 Each Reflectorized Traffic Object Marker (Encapsulated Lens) (Type 3) 4.00 Each Reflectorized Traffic Delineator Sign (Encapsulated Lens) 22.00 Each Geotextile Under Bridge End Treatments, Type V, ADS (<0.43) 142.00 Sq. Yd.