BOX BRIDGE & APPROACHES on the RICHARD JOHNSON ROAD

Specifications include, but are not limited to: MOBILIZATION 1.000 LS. CLEARING AND GRUBBING 1.000 LS. REMOVAL OF BRIDGE AT STA. 18+10.97 1.000 UN. UNCLASSIFIED EXCAVATION (FM) 320.000 CY. BORROW EXCAVATION (F.M.E.) (CONTRACTOR FURNISHED) (CLASS 9) 500.000 CY. EXCESS EXCAVATION (FM) 730.000 CY. TEMPORARY STREAM DIVERSION 1.000 EA. GRANULAR MATERIAL (LVM), (CLASS 9, GROUP B) 219.000 CY. SIZE I STABILIZER AGGREGATE, COARSE 55.000 CY. CLASS "C" STRUCTURAL CONCRETE 30.000 CY. RIGHT‐OF‐WAY MARKERS (TYPE II) 8.000 EA. MAINTENANCE OF TRAFFIC 1.000 LS. ADDITIONAL CONSTRUCTION SIGNS 0.000 SF. EROSION CONTROL ITEMS: SOLID SODDING 150.000 SY. EXCELSIOR BLANKET 450.000 SY. HYDROSEEDING 0.400 AC. TEMPORARY SILT FENCE (TYPE II) (AOS 0.15‐0.84) 500.000 LF. WATTLES, 20 in 100.000 LF. LOOSE RIPRAP, 200 LB. 100.000 TON. GEOTEXTILE UNDER RIPRAP, TYPE V, AOS < 0.43, NON‐WOVEN 230.000 SY...