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Last Updated 11/12/2020 11:23 PM
Project Title

Mill and Fill, Full Roadway and Shoulder Width in Sections

Physical Address View project details and contacts
City, State (County) CO   (Summit County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $5,000,000 to $20,000,000
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

I-70 WB beginning at MM 202.5, Frisco, extending to MM 207.1, Silverthorne. Work will consist of a mill and fill, full roadway and shoulder width in sections. Structure work including concrete parapets, type 10 bridge rail repair, concrete curb repair and minor deck repair. Type 3 guardrail and end sections. Major Items 202-00201 Removal of Curb 4,254.000 LF 202-00240 Removal of Asphalt Mat (Planing) 133,000.000 SY 202-00250 Removal of Pavement Marking 27,473.000 SF 202-00453 Removal of Portions of Present Structure (Class 2) 100.000 SY 202-00503 Removal of Portions of Present Structure 28.000 SY 202-01130 Removal of Guardrail Type 3 15,708.000 LF 203-00010 Unclassified Excavation (Complete In Place) 1,901.000 CY 203-01597 Potholing 60.000 HOUR 212-00006 Seeding (Native) 0.300 ACRE 403-00721 Hot Mix Asphalt (Patching) (Asphalt) 630.000 SY 403-34701 Hot Mix Asphalt (Grading SX) (75) 18,895.000 TON 411-03352 Asphalt Cement Performance Grade (PG 58-28) 1,178.000 TON 411-10255 Emulsified Asphalt (Slow-Setting) 13,406.000 GAL 506-00030 Grouted Riprap 76.000 CY 509-00000 Structural Steel 6,750.000 LB 518-01001 Bridge Expansion Joint (Asphaltic Plug) 146.000 LF 601-03000 Concrete Class D 2.000 CY 601-03057 Concrete Class DR 15.000 CY 601-51005 Galvanic Anodes 550.000 EACH 606-00301 Guardrail Type 3 (6-3 Post Spacing) 13,497.000 LF 606-00350 Guardrail Type 3 (Double) (6-3 Post Spacing) 1,905.000 LF 606-01340 End Anchorage Type 3D 7.000 EACH 606-01370 Transition Type 3G 6.000 EACH 606-01402 Transition Type BR10B-GR3 10.000 EACH 606-01460 Median Terminal 3.000 EACH 606-02005 End Anchorage (Flared) 7.000 EACH 609-60011 Curb Type 6 (Section M) 4,254.000 LF 620-00002 Field Office (Class 2) 1.000 EACH 620-00012 Field Laboratory (Class 2) 1.000 EACH 626-00000 Mobilization 1.000 L S 626-01113 Public Information Management (Tier III) 214.000 DAY 627-00008 Modified Epoxy Pavement Marking 325.000 GAL 627-00013 Pavement Marking Paint (High Build) 329.000 GAL 627-01010 Preformed Plastic Pavement Marking (Type I)(Inlaid) 5,208.000 SF 630-00000 Flagging 4,150.000 HOUR 630-00007 Traffic Control Inspection 84.000 DAY 630-00012 Traffic Control Management 95.000 DAY 630-80370 Barrier (Temporary) 1,000.000 LF 630-85020 Mobile Attenuator 1.000 EACH 632-00000 Night Work Lighting 1.000 L S

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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