Site work and paving for a bridge / tunnel in Salem, Oregon. Completed plans call for site work for a bridge / tunnel; and for paving for a bridge / tunnel.

Region 2 OR22: Center St Bridge (Phase 1) Project Willamina-Salem Highway Steven Schultz, RE OR22: Center St Bridge (Phase 1) Project on the Willamina-Salem Highway (Rt. No. OR22) in Salem. FAP No. S030(031). (Over $ 30,000,000). Req. approx. 1 ea job trailer; 2,750 ft2 temp sign; 6 ea seq arr; 28 ea PCMS; 8,480 hr flag; 8 ea flag sta light; 728 ea TCS; 6,500 ea temp pvmt marker; 6,850 ft temp stripe; 2,406 ft temp barr; 10 ea temp impact atten; 560 ea reflec barr panel; temp illumination; 450 ft PCD; const and rem temp road (928 yd3 gen exc; 1,635 yd2 geotext; 495 ton aggr base; 339 ton ACP; 0.27 ton tack coat); temp drain facility; temp water mgmnt facilty (80 ft pipe; 361 yd2 plastic sheet; 4 yd3 riprap; 9,750 ea sandbag); temp work br; 6,680 ft temp security fence; 750 yd2 matting; 14,520 yd2 comp ero blankt; 8 ea const entrance; 5 ea conc washout facility; 2,040 ft sed fence; 46 ea inlet protect; 2,134 ft sed barr; 20,182 ton contam soil disp; 15,000 gal contam grndwater rem; 10 ea soil sample; 1,390 ft rem asbestos; asbestos sampling; droppings rem; temp river traff cntrl; vibration monitoring; const surv work; 888 ft rem pipes; 5,943 ft sawcut; 202 ft rem conc barr; 4,300 yd3 gen exc; 166 yd2 subg stabil; 5,281 yd2 subg geotext; tree rem; 1,469 ft vid inspect; 3,537 ft pipe; 26 ea conc structure; 243 ft drain curb; temp access and contain; br jacking; shor crib cofferdam; 5,096 yd2 br CPPR; 28 yd2 cl 2 prep; 262 yd2 bond memb rem; 4,835 yd2 conc deck micromill; 4,834 yd2 hydrodemo 15,700 yd3 struct exc; 41 ea micropile; 4 ea micropile test; 561 yd3 drill shaft conc; 71,750 lb drill shaft reinf; 2,155 ft CSL test tubes; 239 ft drill shaft exc; 243 ft perm casing; 6,258 ft steel pile; 6 ea pile load test; 84 ea rein pile tip; 42 ea steel pile splice; temp modular br joint sys; br rem; 1,455,239 lb reinf; 5,642 ft inject seal crack; 7,453 yd3 struct conc; 4,668 yd2 surf texture; 2,142 ft2 conc repair; 99,780 lb post-tentioning; 499 yd3 conc overlay; 19 ea modify br drain; 5 ea bearing device; 24 ea iso bearing; 7 ea bearing assembly; 38 ft conduit sys; 5 ft3 elasto conc nose; 320 ft exp joint; 191 ft modular br joint; 312 ft br rail; 244 ft fence; 2,358 ft2 waterprf memb; 114,130 lb struct steel; 14,180 lb struct rod; 500 ft modify existing br drain sys; 18,238 ft NSM reinf sys; 23 ea vert grnd test; 2,155 ft thermal integrity wire; 194 ea vert grnd anchor; 552 yd2 poly conc overlay; 3,233 yd2 CPPR; 4,118 ton aggr base; 1,240 ton ACP; 3,227 ft conc curb; 15,977 ft2 conc surface; 13,007 ft2 unit paver; 67 ft2 trunc dome; 120 ft2 detect guide strip; 30 ft moment slab; 83 ft conc barr; 1,400 ft pvmt marking paint; 11,500 ft pvmt marking durable; 80 ft curb paint; 56 fbm wood sign post; 783 lb sign supp; 13 ft2 sign; refurb reinstall illum sys; traff sig mod; water qual swale (427 yd3 exc; 124 yd2 drain geotext; 46 yd3 water qual mix; 74 yd2 matting; 6 yd3 rock mulch; 3 yd3 seperate layer rock; 27 yd3 drain rock; 1 ea inlet sump); 3 acre weed cntrl; 3 acre seed; 3 ea soil test; 200 yd3 soil conditioner; 568 ea trees; 3,528 ea shrub; 595 yd3 bark mulch; 1,200 ft root barr; 48,175 ft2 weed cntrl geotext; 424 ft rem rebuild fence; soil cells (695 yd3 aggr subbase; 863 yd3 soil cell; 3,268 yd2 geogrid; 3,120 yd2 geotext fabric); 24 ea conc wheel stop; irrigation sys; install pipe under RR system; 6 ea blowoff assembly; 1,570 ft maintence walk. This project requires Railroad Insurance Class of Work: Bridges and Structures. 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. 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. ORDOT - 001 - OR22: Center St Bridge (Phase 1)