Call 5: 22700 US-26, FY27b D6 BRIDGE REPAIR (Key 22700) — Idaho Transportation Department

Bid Items List Key No. 22700 - US-26, FY27b D6 BRIDGE REPAIR Bonneville County Item No Description QTY Unit 104-005A PARTNERING 8,000.00 CA 107-019A SURVEY MONUMENT PRESERVATION 5,000.00 CA 203-080A REMOVAL OF GUARDRAIL 1,164.00 FT 205-005A EXCAVATION 222.00 CY 205-100A GUARDRAIL TERMINAL GRADING 4.00 EACH 212-011A FIBER WATTLE 1,242.00 FT 212-105A WATER AND POLLUTION 15,000.00 CA 401-020A CSS-1 DIL EMUL ASPH FOR TACK COAT 37.20 GAL 405-435A SUPERPAVE HMA PAV INCL ASPH&ADD CL SP-3 85.40 TON 431-005A COLD MILLING 465.50 SY 502-140A CONCRETE CLASS 40-A SCHEDULE NO. 1 31.60 CY 502-310A CONCRETE CLASS 40 AF SCHEDULE NO. 2 101.90 CY 502-435A APPROACH SLAB 264.50 SY 503-010A METAL REINFORCEMENT SCHEDULE NO. 1 3,626.00 LB 503-015A METAL REINFORCEMENT SCHEDULE NO. 2 142.00 LB 503-020A EPOXY COATED METAL REINFORCEMENT 12,104.00 LB 553-005A EPOXY OVERLAY 200.00 SF 566-005A COMPRESSION EXPANSION JOINT (1" Bonded Preformed) 126.00 FT 576-005A (GFRP) REINFORCEMENT 270.00 FT 581-005A CONCRETE CRACK REPAIR PREPARATION 55.00 FT 581-010A CONCRETE CRACK EPOXY INJECTION 6.00 GAL 582-010A PATCH AND REPAIR OF CONCRETE DECK 200.00 SF 584-005A TEMPORARY SHORING 1.00 LS 586-005A UTILITY CONDUIT 1.00 LS 587-005A PAINTING STRUCTURAL STEEL (Approx. 20 SF) 1.00 LS 612-005A W-BEAM GUARDRAIL 887.50 FT 612-110A GUARDRAIL ANCHOR 4.00 EACH 612-115B GUARDRAIL TERMINAL, FLARED 3.00 EACH 612-115C GUARDRAIL TERMINAL, TANGENT 1.00 EACH 612-120B GUARDRAIL TRANSITION, HIGH SPEED 4.00 EACH 617-045A DELINEATOR TYPE 9 71.00 EACH 626-100B MISC TEMPORARY TRAF CONT ITEMS 25,000.00 CA 630-025A LONG PAV MKG - WATERBORNE 5,614.00 FT 631-010A RUMBLE STRIPS 0.04 MILE 675-005A SURVEY 1.00 LS 675-010A DIRECTED SURVEYING 8,000.00 CA 676-015A RECORD AND REESTABLISH PAV MARKINGS 1.00 LS S501-20A SP BRIDGE Earthquake Bumper Assembly 1.00 EACH S501-25C SP BRIDGE Removal of Utility Conduit 1.00 LS S501-30A SP BRIDGE Expansion Joint - Modular 60.50 FT S501-30B SP BRIDGE 2-Tube Curb Mount Rail 1,670.50 FT S501-30C SP BRIDGE Removal of Deck Edge, Curb, and Steel Ra iling 1,572.50 FT S501-30D SP BRIDGE Removal of Finger Joint 56.50 FT S501-40A SP BRIDGE Partial Removal of Deck, Backwall, End D iaphragms, and Wingwalls 58.30 CY S501-51A SP BRIDGE Deck Crack Sealer (HMWM) 1,150.00 SF S900-50A CONTINGENCY AMOUNT Directed Repair 20,000.00 CA S900-50B CONTINGENCY AMOUNT Joint Debris Removal 10,000.00 CA S900-50C CONTINGENCY AMOUNT Erosion Control 10,000.00 CA S904-05A SP Temporary Traffic Control 1.00 LS Z629-05A MOBILIZATION 1.00 LS