Y -- HIGHWAY CONSTRUCTION WY PRA-YELL 10(13), GRAND LOOP ROAD (MADISON TO NORRIS, SEGMENT A&C)

Notice Date

September 7, 2000

Contracting Office

Federal Highway Administration, 610 East Fifth Street, Vancouver, WA 98661-3893

ZIP Code

98661-3893

Solicitation Number

DTFH70-00-R-00026

Response Due

December 7, 2000

Point of Contact

Contracting Office (360) 696-7520

E-Mail Address

click here to contact the contracting office via e-mail (contracts@wfl.fha.dot.gov)

Description

WY PRA-YELL 10(13), GRAND LOOP ROAD (Madison to Norris, Segment A & C), Yellowstone National Park, Teton and Park Counties, Wyoming. This solicitation will be issued under Federal Acquisition Regulations (FAR) Part 15 -- Contracting by Negotiation. The Government will award a firm-fixed price contract to the responsible proposer whose offer, conforming to the Request for Proposal (RFP), will be the Best Value to the Government, price and technical factors considered. This solicitation includes a Base Schedule with five possible Options (Base, Options A, B, C, D, E). This project consists of grading, base, drainage, paving, walls, and bridges (1 deck blub tee superstructure and 1 concrete steel superstructure). Project lengths are: 12.386 km (Base); 3.262 km (A,B,C); 50 mm of final overlay on base schedule (D,E). This project consists of construction survey & staking; contractor sampling & testing; construction schedules; blasting consultant; painting; signs; remove bridge rail (Beryl Springs); remove bridge; remove bridge superstructure; silt fence: 7,000 m (Base); 1,240 m (A,B,C); watering for dust control: 28,000 cu m (Base); clearing & grubbing: 32 ha (Base); 8.5 ha (A,B,C); remove masonry headwall: 125 ea (Base), 10 ea (A); remove restroom facility: 1 ea (Base); remove curb 1,000 m (Base); remove box culvert 10 m (Base); roadway excavation: 162,000 cu m (Base); 70,800 cu m (A,B,C); boulders: 160 ea (Base); 80 ea (B,C); rock blasting: controlled blast hole: 5,200 m (Base); earthwork geotextiles Type II-B: 52,000 sq m (Base); 610 sq m (A); structure excavation: 1,880 cu m (Base); roadway obliteration:3,350 sq m (Base); 670 sq m (B); riprap: 745 cu m (Base); 958 cu m (A,B,C); treated timber crib wall: 440 sq m (Base); MSE walls: 900 sq m (Base); 100 sq m (A); special rock embankment & rock buttress: 880 cu m (A); geotextile wall: 251 sq m (A); rockery wall: 150 sq m (Base); 177 sq m (A,B); minor crushed aggregate: 9,000 t (Base); 245 t (A); emulsified asphalt treated base course: 45,500 t (Base); 10,280 t (A,B,C); emulsified asphalt grade CSS-1: 450 t (Base); 102 t (A,B,C); recycled aggregate course: 91,500 sq m (Base); 3,100 sq m (A); hot asphalt concrete pavement Class B, grading C, Type I pavement smoothness: 26,200 t (Base); 15,400 t (A,D,E); minor hot asphalt concrete: 3,600 t (Base); 115 t (A); asphalt tack coat grade CSS-1: 35 t (Base); 33 t (D,E); structural concrete Class A(AE): 814 cu m (Base); steel concrete for cofferdam: 285 cu m; deck bulb tee girder: 5 ea (Base); reinforcing steel: 42,240 kg (Base); epoxy coated refinforcing steel: 14,810 kg (Base); steel structures, furnished, fabricated & erected: 28,950 kg; steel bridge railing: 133 m (Base); log bridge railing: 148 m (Base); membrane waterproofing Class C: 795 sq m (Base); minor concrete structures: 230 cu m; culverts: 1,400 m (Base); 350 m (A,B,C); drop inlets: 2 ea (Base); underdrains: 700 m (Base); paved waterways type mortared rubble: 65 sq m (Base); stone curb: 160 m (Base); log curb: 1,300 m (Base); simulated stone masonry surface: 1,300 sq m (Base); asphalt concrete sidewalk: 630 sq m (Base); mortared cobble median: 21 sq m (Base); guardrail: 600 meters; Class B masonry: 788 cu m (Base); dry laid stone wall facing: 105 sq m (A); stone apron: 21 sq m (Base); remove/reset masonry headwall box culvert: 28 sq m (Base); masonry headwall (900 m): 8 ea (Base); 2 ea (C); stone edging: 170 m (Base); gate, double, tublar steel (10m): 4 ea (Base); 1 ea (A); stone masonry guardwall: 70 m (Base); Class B masonry: 713 cu m; masonry headwall (450 mm double barrel): 2 ea (Base); masonry headwall: 150 ea (Base); 30 ea (A,B,C); topsoil 50 mm depth: 180,000 sq m (Base); 52,900 sq m (A,B,C); mulching, dry method: 18 ha (Base); 5 ha (A,B,C); snowpole holder: 130 ea (Base); pavement markings (striping): 85,450 m (Base); 2,000 m (A); 15,000 (D,E) warning light: 230 ea (Base); 60 ea (A,C); traffic & safety supervisor: 350 day (Base); 30 day (A); temporary snowpole delineator: 200 ea (Base); flagger: 12,000 hrs (Base); 2,000 hrs (A,D,E); pilot car: 2,800 hrs (Base); 600 hrs (A,D,E); landscaping log: 5,000 m (Base); 1,600 m (B,C); rock dowels: 10 ea (Base); insulation board: polystyrene foam: 5,900 sq m (Base); cellular glass insulation: 70 sq m (Base); geomembrane: 5,900 sq m (Base); and other smaller items of work. This project is located approximately 24 km East of West Yellowstone, MT or 47 km South of Gardiner, MT. Work shall be completed by Base: 7/25/03;(A) 8/1/03;(B) 8/8/03;(C) 8/15/03;(D,E) 8/22/03. Estimated price range is over $10 million. Presolicitation Notices are being provided to firms on this agency's mailing list concurrently with the publication of this synopsis. The following applies only to Minority, Women-Owned and Disadvantaged Business Enterprises (DBEs): The Department of Transportation (DOT), offers working capital financing and bonding assistance for transportation related contracts. DOT's Bonding Assistance Program (BAP) offers bid, performance and payment bonds on contracts up to $1,000,000. DOT's Short-Term Lending Program (STLP) offers lines of credit to finance accounts receivable. Maximum line of credit is $500,000 with interest at prime rate. For further information call (800) 532-1169. Internet address: http://osdbuweb.dot.gov.*****

Record

Loren Data Corp. 20000911/YSOL005.HTM (W-251 SN494303)