Contract Bond, 1.0 L SUM; Clearing & Grubbing, 1.0 L SUM; Removal of Structure, 1.0 L SUM; Remove Existing Fence, 235 LF; Common Excavation-Type B, 51 CY; Topsoil, 420 CY; Borrow-Excavation, 1,498 CY; Class 1 Excavation, 1.0 L SUM; Class 2 Excavation, 1.0 L SUM; Channel Excavation, 1.0 L SUM; Foundation Preparation, 1 EA; Water, 75 M GAL; Seeding Class II, 0.86 ACRE; Temporary Cover Crop, 0.33 ACRE; Hydraulic Mulch, 1.19 ACRE; Riprap Grade II, 616 CY; Silt Fence, 50 LF; Remove Silt Fence, 50 LF; Fiber Rolls 12IN, 2,125 LF; Remove Fiber Rolls 12IN, 1,050 LF; Floatation Silt Curtain, 150 LF; Remove Floatation Silt Curtain, 150 LF; Aggregate Surface Course CL 13, 465 TON; Bridge Substructure Concrete, 148.6 CY; Bridge Deck Concrete, 107.3 CY; Penetrating Water Repellent Treatment, 393.3 SY; Reinforcing Steel-Grade 60, 9,950 LBS; Reinforcing Steel-Grade 60-Epoxy Coated, 18,321 LBS; Structural Steel M270-Grade 36, 824 LBS; Structural Steel, 1.0 L SUM; Erect Structural Steel, 1.0 L SUM; Steel Piling HP 10 X 42, 1,100 LF; Steel Piling HP 12 X 53, 760 LF; Railing, 225 LF; Mobilization, 1.0 L SUM; Traffic Control Signs, 194 UNIT; Type III Barricade, 8 EA; Geosynthetic Material Type RR, 924 SY; Fence Barbed Wire 4 Strand, 235 LF; Flat Sheet For Signs-Type XI Refl Sheeting, 10 SF; Steel Galv Post-Telescoping Perforated Tube, 26.6 LF; W-Beam Guardrail, 50 LF; W-Beam Guardrail End Terminal, 4 EA; Abutment Underdrain System, 2 EA.