ID 641988

Archived

This is the Place Heritage Park Pavement Maintenance & Repair, Salt Lake City, UT

Salt Lake County

Owner Reference: MP23025

Bid Date: 10/06/2022 at 03:00PM

Pre-Bid: 09/28/2022
2601 Sunnyside Avenue S, Salt Lake City Utah 84108. MEET NEAR THE MAIN ROAD ROUNDABOUT. All pre-qualified prime contractors wishing to bid on this project must attend this meeting.

Estimate: $245k

Trades: E100 - General Engineering Contractor GEC

THE GARDEN PLACE PARKING LOT PRIORITY A: Remove Existing Asphalt Pavement; Asphalt Pavement Sawcut; Imported Untreated Base Course Gravel Touch Up - 1” Thick; 1” Max. Gradation – 6,200 sq.ft; Imported Untreated Base Course; Gravel For Site Grading To Adjust Site Grades For ADA Accessibility Compliance; Excavate Discovered Soft Areas To 23” Below Finish Grade (Approx. 10% of Area); 12” Thickness of Imported A1a Granular Borrow Subbase For Soft Area Stabilization; 8” Thickness of Imported; Base Course Gravel For Soft Area; Stabilization – 1” Max. Agg.; Mirafi 600X Geotextile Stabilization Fabric; 8” SDR 35 PVC Perforated Drainage Pipe; 8” SDR 35 PVC Solid Drainage Pipe; 3’x3’x 4.0’ Precast Junction Box; Geotextile Filter Fabric For Drainage Trench; 1” Drain Rock Backfill Envelope For Perforated Pipe Drainage Trench 3’dp.x2’ wide; 1” Drain Rock Backfill Envelope For Solid Pipe Bedding; 2’ dp.x 2’ wide Imported A1a Granular Borrow Trench Backfill For Solid Pipe Trench; 1’ dp. x 2’ wide Imported Base Couse; Gravel For Trench Repair 168’x2’x8”; Core 10” Hole in Existing Inlet Box And Grout New 8” Pipe In Place; 3” Bituminous Concrete Mix Pavement – DM 1/2; Mastic Seal Cracks Larger Than 1.5” Width; Crack Seal ¼” To 1.5” Width and Polymer Based Seal Coat; ADA Handicap Parking Symbol; Paint Re-Striping Per Plan – 1 Application; Construction Signing and Barricades; Construction Survey Staking 100 SOUTH ROAD REPAIRS AND IMPROVEMENT PRIORITY B Asphalt Pavement Sawcut; Remove Existing Asphalt Pavement; Excavate And Dispose of Existing Base Course Gravel To 11” Below Finish Grade – 227’x6’x8”; Imported Base Course Gravel To Rebuild Outer 3 feet of Road On Each Side – 1” Max. Agg.; 3” Of Imported Untreated Base Course Gravel Over The Entire Road To Elevate The Road Base Before Asphalt Paving – 1” Max. Aggregate; 3” of Imported Base Course Gravel For Road Shoulders Along Edge of New Pavement – 1” Max Agg.; Excavation Work To Shape Existing Roadside Ditch On North Side of Road To Accept Fabric and Rock Lining; 4” Thick Riprap or Rock-Lining Over Weed Barrier Geotextile; 8” Thick Riprap or Rock Lining At Pipe Outlet End; 2’x2’x3’dp Precast Concrete Catch Basin w/Concrete Cast-in-place Collar; 12” HDPE Double-wall Storm Drain; Pipe With Smooth Interior Wall; Construction Signing and Barricades; Construction Survey Staking. Bonds required.

State of Utah Division of Facilities Construction & Management, DFCM UT

Tim Christensen
 (385) 226-2422
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Published 09/26/2022 on Construction Bid Source

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