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

Region 2 PE EA PE002997 CON EA CON04700 I-5: Aurora Donald Interchange (Exit 278) Phase 2 Ehlen Rd Unassigned Pm Estimated Value : (Over $ 30,000,000) Completion Time: October 29, 2027. Classes of Work: a) Earthwork and Drainage, or B) Bridges and Structures. This Project Contains Asphalt and Fuel Escalation Clauses. This Project Contains a 10% Indian Employment Preference Goal. Req. approx. 9,300 hr training; 5,000 ft2 temp sign; 10 ea PCMS; 4 ea radar spd trial; 2,500 hr flag; 6 ea flag sta light; 520 ea TCS; 400 hr BPA watcher 215,000 ft temp stripe; 76,000 ft stripe rem; 49,700 ft temp barr; 42 ea temp impact atten; 4,000 ea ref barr panel; 4,500 ft temp glare screen; temp illum; 315 ft PCD; const/rem temp road; temp drain facility; temp water mngt facility (301 ft pipe; 1,165 yd2 plastic sheet; 1,550 ea sandbag); temp retain wall; 5,000 yd2 plastic sheet; 19 acre temp mulch; 1,030 yd2 matting; 166 ea check dam; 7 ea const ent; 4,500 ft sed fence; 157 ea inlet protect; 12,450 ft sed barr; 12,952 ton contam soil disp; 4,500 ft2 const mat; const surv work; 142,354 yd3 gen exc; 1,950 yd3 select gran backf; 93,500 yd2 treat subg; 3,244 yd2 drain geotext; 105,000 yd2 subg geotext; 51 yd3 riprap; 12 ea riprap basin; 22,350 yd2 subg/emb stabil; 153 yd3 trench fndtion; 22,000 ft vid insp; 9 ea drain outlet; 11,628 ft pipe; 14 ea slip joint; 700 ft2 pvd culv end slope; 40 ea conc manhole; 48 ea conc inlet; 230 ft drain curb; 16 ea fill abandon struct; br rem; shore, crib, cofferd; 2,455 yd3 struct exc; 90 yd3 gran wall backf; 1,077 yd3 gran struct backf; 4,290 ft steel pile; 346,616 lb reinf; 1,963 yd3 struct conc; 2,834 yd2 saw cut textr; 957 yd2 archt textr; 659 yd2 reinf conc br appr slab; 3,444 ft precast prestress box beam; fall arrest syst; 42 ea bear device; 190 ft grc conduit syst; 156 ft asph plug joint seal; 428 ft conc rail; 6,060 ft2 conc slope pave; 1,630 ft soldier pile; 3,200 ft2 lagging; wall drain/filter syst; 5,099 ft2 retain wall; 257 yd3 stone emb; 52,300 yd2 CPPR; 85,500 ton aggr base; 80 ton tack coat; 53,090 ton ACP (2,000 ton PG64-22, 1,300 ton PG70-22ER); 21 ea core corr; 10 ea asph appr; 16,500 yd2 CRCP; 156 ft term exp joint; 7,040 ft conc curb; 58,000 ft2 conc island; 480 ft2 conc driveway; 15,500 ft2 conc walk; 1,100 ft2 conc surface; 31 ea curb ramp; 424 ft2 trunc dome; 1,138 ft grd rl; 5,403 ft cable barr; 5,811 ft conc barr; 4,257 ft secure conc barr; 30 ea field marker; 3 mi rumb stripe; 86,100 ft pvmt marking durable; 10 ea crosswalk close supp; 1,475 fbm sign supp; 22 ft drill shaft; mono cantilever sign (16 yd3 struct conc; 2,900 lb rein; 16 yd3 exc; 105 ft CSL tube, 14,600 lb sign supp); 6,780 lb sign mount; 8,897 lb sign supp; 2,140 ft2 sign; 212 ft signal drill shaft; elec syst install; telecom install; traff signal install; storage pond (8,475 yd3 exc; 14 yd3 riprap; 3 ea conc manhole; 3 ea conc inlet; 69 ft pipe); water quality swale (2 ea ditch inlet; 406 yd3 exc; 6 yd3 riprap; 225 yd3 water qual mix; 124 ft plastic board flow speader; 4,056 yd2 matting; 2,806 porous paver); bioslope (1,227 yd3 exc; 263 yd3 mineral aggr; 87 yd3 perlite; 3,507 lb dolomite; 1,053 lb gypsum; 351 yd3 shldr aggr; 4,910 yd2 drain geotext; 503 yd3 drain backf; 19 ea sanitary cleanout; 3,156 ft pipe); 22 acre weed cntrl; 19 acre temp seed; 21 acre seed; 2,443 yd2 lawn seed; 4 ea soil test; 637 yd3 topsoil; 73 yd3 soil conditioner; 193 ea tree; 1,252 ea shrub; 386 yd2 mulch; 3,670 ft fence; 2 ea dbl gate; 803 ft chain fence; streambead enhancement (23 yd3 riprap; 156 yd3 streambead material; 1,345 yd3 stone emb). 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. ODOT - 001 - I-5: Aurora Donald Interchange ((Exit 278) Phase 2)