YAMHILL COUNTY: OR99W: Corridor Safety & Intersection Improvements Section of the Pacific West & Salmon River Highways (Rt. No. OR99W & OR18) near Dayton.

YAMHILL COUNTY. OR99W: Corridor Safety & Intersection Improvements Section of the Pacific West & Salmon River Highways (Rt. No. OR99W & OR18) near Dayton. Native FAP S091112. Printed receipt: 9:00:00 a.m. on the 19th 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. Classes of Work: A) Earthwork and Drainage, or B) the combination of 1) Asphalt Concrete Paving and Oiling & 2) Miscellaneous Highway Appurtenances. THIS PROJECT CONTAINS ASPHALT AND FUEL ESCALATION CLAUSES. THIS PROJECT CONTAINS A 10% INDIAN EMPLOYMENT PREFERENCE GOAL. Scope: OR99W: Corridor Safety & Intersection Improvements Section of the Pacific West & Salmon River Highways (Rt. No. OR99W & OR18) near Dayton. FAP No. S091(112). ($ 10,000,000 - $ 20,000,000). Req. approx. 2,320 ft2 temp. signs; 7 ea PCMS; 3 ea rdr. sp. trlr.; 4,500 hrs flag.; 4 ea flag. sta. light.; 250 ea TCS; 500 hr pilot cars; 4 ea AFAD; 10,000 ft temp. rem. tape; 50,000 ft temp. striping; 264 ft temp. rmbl. strips; 20,000 ft stripe rem.; 9,925 ft temp. barr.; 7 ea temp. imp. atten.; temp. traf. sig.; 24 ft PCD; const. & rem. temp. rdbd. & surf.; 3.5 acre temp. mulch.; 4,610 yd2 mat.; 23,000 yd2 comp. eros. blkt.; 288 ea ck. dam; 11 ea const. entr.; 2,111 ft sed. fence; 31 ea inlet prot.; 868 ft sed. barr.; 5 ea sed. barr.; aband. mntr. wells; const. surv. wrk.; 10,552 ft asph. pvmt. sawcut.; 50,102 yd3 exc.; 25,421 yd2 subg. stab.; 2,908 yd2 geot.; 3,875 yd2 geomem.; 89 yd3 riprap; 3,609 ft vid. insp.; 3,884 ft pipe; 22 ea slp. end sect.; 771 ft2 pav. culv. end slp.; 12 ea conc. M.H.; 23 ea conc. inlets; 835 ft drain. curb; 7 ea fill. aban. str.; 224 yd2 tr. resurf.; 28,726 yd2 AMG CPPR; 27,399 aggr.; 17 ton emuls. asph. tk. ct.; 17,671 ton ACP (607 ton PG 64-22; 454 ton PG 70-22ER); 4 ea core corr.; 431 yd2 ACP rep.; 11 ea asph. appr.; 3,024 yd2 pl. conc. pvmt.; 253 yd2 pvmt. trans.; 6,752 ft conc. curbs; 12,067 ft2 conc. walks; 34,375 ft2 conc. surf.; 240 ft2 trunc. domes; 231 ft iso. jt.; 248 yd2 reinf. conc. pnl.; 4,487 ft2 grt. dur. rk.; 256 ft