Specifications include, but are not limited to: MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; CLEARING & GRUBBING, LUMP SUM 1.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 48.00; REMOVE PIPE CULVERTS, LIN FT 70.00; REMOVE GUARDRAIL, LIN FT 370.00; DEWATERING, LUMP SUM 1.00; ONE LANE BYPASS (14' LANE), LUMP SUM 1.00; EXCAVATION - COMMON(P), CU YD 2,105.00; SELECT GRANULAR EMBANKMENT MOD 7% (CV)(P), CU YD 1,906.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 674.00; BITUMINOUS MATERIAL FOR SHOULDER TACK, GALLON 91.00; TYPE SP 12.5 WEARING COURSE MIX (3;C), TON 792.00; TYPE MOD P-2 (TL-4) BARRIER CONC (3S52)(P), LIN FT 163.00; STRUCTURAL CONCRETE (3B52)(P), CU YD 64.00; REINFORCEMENT BARS (EPOXY COATED)(P), POUND 24,640.00; REINFORCEMENT BARS (STAINLESS-75KSI)(P), POUND 480.00; STRUCTURE EXCAVATION, LUMP SUM 1.00; SLOPE PREPARATION, LUMP SUM 1.00; BRIDGE SLAB CONCRETE (3YHPC-M)(P), SQ FT 2,530.00; FLOOR DRAIN TYPE B706 MODIFIED, EACH 2.00; ELASTOMERIC BEARING PAD TYPE 1, EACH 10.00; STRUCTURAL TUBE RAILING DESIGN T-1(P), LIN FT 151.00; TEMPORARY BRIDGE, LUMP SUM 1.00.