HOOD RIVER COUNTY: I-84 (Westbound): Union Pacific Railroad Bridge (Hood River) Project on the Columbia River Highway (Rt. No. I-84) in Hood River.

HOOD RIVER COUNTY. I-84 (Westbound): Union Pacific Railroad Bridge (Hood River) Project on the Columbia River Highway (Rt. No. I-84) in Hood River. Native FAP S002245. Printed receipt: 9:00:00 a.m. on the 5th day of November, 2026; timezone UNKNOWN. Full packet, current amendments and individual bidder eligibility UNKNOWN. To be eligible for award of Oregon Department of Transportation construction contracts, bidders (prime contractors) must submit a prequalification application according to ODOT’s Oregon Administrative Rules and prequalification procedures at least ten calendar days before the Bid Closing date. Prequalification must be in the class(es) of work indicated in the project’s special provisions, and the bid booklet. Class of Work: Bridges and Structures. THIS PROJECT CONTAINS ASPHALT AND FUEL ESCALATION CLAUSES. THIS PROJECT REQUIRES AN ASBESTOS ABATEMENT LICENSE AS REQUIRED BY ORS 468A.720. THIS PROJECT CONTAINS A 8% INDIAN EMPLOYMENT PREFERENCE GOAL. Scope: I-84 (Westbound): Union Pacific Railroad Bridge (Hood River) Project on the Columbia River Highway (Rt. No. I-84) in Hood River. FAP No. S002(245). (Over $ 30,000,000). Req. approx. 1,505 ft2 temp sign; 2 ea seq arrow; 4 ea PCMS; 1 ea rdr spd trailer; 150 hr flag; 150 hr flag sta light; 75 ea TCS; 40 hr pilot car; 330 hr tow truck; 12,798 ft temp stripe; 2 ea temp br connect; 6,850 ft temp barr; 7 ea temp impact atten; 1,261 ea reflect barr panel; 15 day mobile barr; temp water mngt facility; 2 day pump monitoring; 2,000 yd2 plastic sheet; 56,900 yd2 matting; 28,000 yd2 comp ero blanket; 37 ea check dam; 7 ea const entrance; 1 ea tire wash; 3 ea conc washout; 900 ft sed fence; 12 ea inlet protect; 5,100 ft sed barr; turbidity monitor; 1,068 ton comtam soil disp; 3,000 ft2 rem asbestos; asbestos sampling; PH monitor wells; abandon existing wells; active treatment system; const surv work; 318 ft rem pipe; 4,300 ft sawcut; 6 acre clear and grub; 27,500 yd3 gen exc; 3,335 yd3 stone emb; 70 yd2 geotext; 9,800 yd2 subg geotext; 97 yd3 riprap; design drawing; ISM work platform; precon mix design test program and demo program, soil-cement column; 30 yd3 rock/boulder exc; 70 ft steel casing; 1,503 ft vid inspect; 1,372 ft pipe; install pipe under RR; 26 ea conc structure; 350 ft drain curb; 2 ea conn to existing struct; 39 yd3 trench resurf; 10 ea exploratory exc; 630 ea RR flag; temp work br; temp access and contain; temp ratain wall; 80 yd2 drain geotext; 120 ft drain pipe; shor, crib, cofferd;