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Last Updated | 12/11/2020 12:27 PM |
Project Title | Spooner - Minong, Trego Interchange |
Physical Address | View project details and contacts |
City, State (County) | Minong, Spooner, Trego, WI 54801 (Washburn County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction, Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | USH 53; 0.000 Miles; Milling, Mill and Relay, Grade, Storm Sewer, Culvert Pipe, Base, Concrete Pavement, Asphalt Pavement, Curb and Gutter, Sidewalk, Concrete Barrier, Beam Guard, Signing, Lighting, Landscaping, Pavement Marking, and Structures. Excavation Common, 469,581 CY; Excavation Marsh, 597 CY; Backfill Granular, 1,045 CY; Backfill Structure, 2,809 Ton; Base Aggregate Dense, 102,375 Ton; Base Aggregate Open Graded, 440 Ton; Concrete Pavement, 37,293 SY; Concrete Masonry Bridges, 2,721 CY; Concrete Masonry Ancillary Structures, 18 CY; Concrete Masonry Retaining Walls, 84 CY; Polymer Overlay, 250 SY; Prestressed Girders, 244 LF 36W-Inch, 2,713 LF 54W-Inch, 1,210 LF 72W-Inch; Bar Steel Reinforcement, 56,200 Lbs; Bar Steel Reinforcement Coated, 387,630 Lbs; Bar Steel Reinforcement Stainless, 4,830 Lbs; Piling Steel, 13,780 LF 10-Inch; Marking Tape, 12,830 LF; Marking Epoxy, 121,285 LF; Construction Staking, 178,429 LF; Construction Staking, 99 Each; Construction Staking, 9 LS; Culvert Pipe, 24 LF 12”, 360 LF 18“, 182 LF 24“; Culvert Pipe Corrugated Steel, 146 LF 15“; Culvert Pipe Corrugated Steel Aluminum Coated, 82 LF 18“, 1,024 LF 24“; Culvert Pipe Reinforced Concrete, 730 LF 24”, 280 LF 30”; Storm Sewer Pipe Reinforced Concrete, 277 LF 12“, 15“, 663 LF 18“, 1,619 LF 24“; Concrete Curb, 67 LF; Concrete Curb and Gutter, 11,108 LF; Concrete Sidewalk, 15,504 SF; Beam Guard, 3,551 LF; Beam Guard Energy Absorbing Terminals, 18 Each; Asphaltic Surface, 437 Ton; HMA Pavement, 34,289 Ton; Removing Asphaltic Surface Milling, 5,885 SY; Tack Coat, 8,882 Gals; Signs, 3,478 SF; Mill and Relay, 1,554 SY; Expansion Device, 127 LF; Steel Diaphragms, 61 Each; Prefabricated Steel Truss Pedestrian Bridge, 1 LS; Railing Pipe, 207 LF; Railing Steel Pedestrian Type C2, 552 LF; Surface Drain Pipe Corrugated Metal Slotted, 350 LF; Steel Reinforcement HS Ancillary Structures, 2,604 Lbs; Steel Reinforcement HS Ancillary Structures Coated, 6,196 Lbs; Concrete Barrier, 3,200 LF; Riprap, 2,112 CY; Shrubs, 16 Each; Pull Boxes, 22 Each; Concrete Bases, 30 Each; Poles, 28 Each; Lighting Control Cabinet, 1 Each; Reject Sand, 300 CY; Wall Concrete Panel Mechanically Stabilized Earth, 647 SF. |
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