Similar Projects
Last Updated | 04/16/2021 12:08 PM |
Project Title | Commercial Street Reconstruction |
Physical Address | View project details and contacts |
City, State (County) | Bangor, WI 54614 (La Crosse County) |
Category(s) | Heavy and Highway, Sewer and Water |
Sub-Category(s) | Paving/Reconstruction, Sanitary Sewers, Sidewalks/Parking Lot, Water Lines |
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 | Proposal 1 includes reconstruction of approximately 4,000 lineal feet of urban roadway including 17th Avenue, 15th Avenue, and Commercial Street (CTH B). Roadway reconstruction will include removals of existing pavements, utilities, and utility structures and include installation of approximately 7,900 LF of concrete curb and gutter, 5,600 SY of concrete pavement, 3,500 tons of asphaltic pavement, 33,500 SF of concrete sidewalk and driveways, pavement markings, signage, base aggregate, geotextiles, and all other surface restoration required to complete the project. Utility installations will consist of approximately 3,400 LF of 8-inch through 12-inch PVC sanitary sewer including laterals and manholes, 4,700 LF of 6-inch through 8-inch ductile iron water main including services and associated appurtenances, and 3,900 LF of 12-inch through 30-inch storm sewer with associated structures. Proposal 2 includes reconstruction of approximately 1,500 lineal feet of urban roadway on 10th Avenue (CTH U). Roadway reconstruction will include removals of existing pavements, utilities, and utility structures and include installation of approximately 2,000 LF of concrete curb and gutter, 1,600 tons of asphaltic pavement, 5,400 SF of concrete sidewalk and driveways, pavement markings, signage, base aggregate, geotextiles, and all other surface restoration required to complete the project. Utility installations will consist of approximately 475 LF of 6-inch through 8-inch ductile iron water main with all associated services and appurtenances, 1 sanitary manhole replacement, and 1,000 LF of 15-inch through 36-inch storm sewer with associated structures. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |