Bailey Flat Bridge Replacement

Bailey flat bridge replacement plus other incidental work - 1 EA removing single tree top only; 1 ea removing stump; 90 SY removing pavement surface; 1,375 CY common excavation; 110 T disposal of special waste; 520 CY granular borrow; 180 CY special fill; 120 CY culvert bedding stone; 920 CY structural earth excavation - drainage and minor structures, below grade; 1,150 CY aggregate subbase course - gravel; 170 T hot mix asphalt 12.5 MM HMA surface; 11 T hot mix asphalt 9.5 MM (sidewalks, drives, incidentals); 260 T hot mix asphalt 12.5 MM base; 60 G bituminous tack coat - applied; sheet waterproofing membrane; cofferdam: downstream/upstream; protective coating for concrete surfaces; portable concrete barrier type I; precast concrete box culvert; 425 LF 31" W-BM GR, MID-WAY splice-SGL faced; 25 LF 31" W-BM GR, MID-WAY splice-over 15' RAD; 3 EA 31" W-BM GR, MID-WAY splice flared terminal; 1 EA terminal end - single rail-galvanized steel; 7 EA reflectorized flexible guardrail marker; 1 EA single wood post; 50 LF guardrail - single rail culvert mounted; 470 CY plain riprap; 250 SY erosion control blanket; 70 CY loam; 12 UN seeding method number 2; 12 UN mulch; 140 CY erosion control mix; 6920 SY erosion control geotextile; 255 SY separation geotextile; 235 SY reinforcement geogrid; 1,350 LF 4" white or yellow painted pavement marking line; 40 HR hand labor, straight time; 40 HR all purpose excvavator (including operator); 40 HR truck - large (including operator); 10 HR chain saw rental (including operator); field office type B; 8 EA type III barricade; 25 EA drum; 25 EA cone; 520 SF construction signs; maintenance of traffic control devices; 150 HR flagger; temporary soil erosion and water pollution control; mobilization (10% or less).