Demolition, site work, paving and new construction of a bridge / tunnel in Corbett, Oregon. Completed plans call for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Region 1 PE EA PE003181 CON EA CON04773 I-84 EB McCord Creek Bridge Replacement Project on the Columbia River Highway (Rt. No. I-84) near Warrendale. FAP No. S002(238). Estimated Value: ($ 10,000,000 - $ 20,000,000). Req. approx. 2,790 ft2 temp. signs; 5 ea seq. arr. signs; 23 ea PCMS; 2 ea rdr. sp. trlr.; 676 hrs flag.; 3 ea flag. sta. light.; 160 ea TCS; 205 ea RR flag.; 72 hrs pilot cars; 2,016 hrs ped. trans. veh.; 27,705 ft temp. striping; 12,258 ft temp. barr.; 4 ea TMA; const. & rem. temp. rdbd. & surf.; const. & rem. temp. acc. rd.; temp. wtr. mgmt. fac.; 50 ft temp. fence; 1.5 acre temp. mulch.; 5,280 yd2 mat.; 13,700 yd2 comp. eros. blnkt.; 500 ft sed. fence; 23 ea inlet prot.; 4,250 ft sed. barr.; 466 ton contam. soil disp.; const. surv. wrk.; 7,998 ft asph. pvmt. saw cut.; 3,070 yd3 exc.; 68 yd3 st. emb.; 300 yd3 topsoil mat.; 2,707 yd2 subg. stab.; 4,827 yd2 geot.; 37 yd3 riprap; 1,481 ft vid. insp.; 139 ft dr. pipe; 836 ft strm. swr. pipe; 223 ft DI pipe; 6 ea conc. M.H.; 13 ea conc. inlet; fill. aband. str.; 28 yd2 tr. resurf.; temp. wrk. br.; temp. wrk. acc. & contain.; br. rem. wrk.; shor., crib., & coff.; 2,004 yd3 str. exc.; 31 yd3 gran. wall bkfl.; 1,206 yd3 gran. str. bkfl.; furn. drill. equip.; 355 yd3 drill. shft. conc.; 110,686 lb drill. shft. rein.; 1,736 ft CSL test acc. tubes; 217 ft drill. shft. exc.; 258,598 lb rein.; 544 yd3 dk. conc.; 580 yd3 gen. str. conc.; 1,678 yd2 surf. text.; 3 yd3 UHPC; 111 yd2 arch. trtmt.; test panels; 87 ft br. appr. slp. slabs; 187 yd2 PC br. appr. slabs; 555 ft2 PC wingwalls; 766,018 lb st. pl. gird.; 20 ea bear. dev.; 84 ft strip seals; 852 ft curb mt. rail; 40 ft conc. rail; 430 ft traf. barr.; 73 ft PC abut.; 226 ft2 retain. wall; 28 ft wd. ped. rail; 30,860 yd2 CPPR; 4,923 ton aggr. base; 15 ton emuls. asph. tk. ct.; 5,480 ton ACP; 89 ton PG 64-22 asph.; 231 ton PG 70-22ER asph.; 875 ft wthr. gd. rl.; 2755 ft mtl. med. barr.; 1,270 ft conc. barr.; 62 ea delin.; 2.7 miles rmbl. strips; 90 ft paint striping; 22,500 ft MMA striping; 520 ft CIP conc. barr.; 677 ft rem. & reinstall ped. rail; 140 fbm wd. sign posts; 1.02 yd3 conc. in sign sup.; 430 lb st. in sign sup.; 53 ft2 signs; rem. elec. sys.; 2 ea bioslope; 3.4 acre weed ctrl.; 4 ea seed. mob.; 2.8 acre seeding; 106 ea trees; 1,257 ea shrubs; 150 ea cuttings; strmbd. enhance.; 182 ft repaint extg. wd. ped. rail. This project requires Railroad Insurance. Completion Time: October 31, 2026. Class of Work: Bridges and Structures. This Project Contains Asphalt and Fuel Escalation Clause. This Project Contains a 4% Indian Employment Preference Goa The Oregon Department of Transportation is an Equal Employment Opportunity and Affirmative Action Employer. The policy of the Oregon Department of Transportation is to provide equal opportunity for participation in its contracting activities to all persons and firms in compliance with applicable Federal and State laws, rules and regulations. The Department of Transportation may reject any bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids upon a finding of the Department of Transportation that it is in the public interest to do so. For Bids submitted by hand delivery, date stamp the Bid with the provided date stamping device and place into the ODOT Procurement Bid Box located in the 1st floor lobby at the following address: Oregon Department of Transportation 355 Capitol Street NE, Salem, Oregon 97301 OR DOT - 001 - I-84 EB McCord Creek Bridge Replacement *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document.