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Last Updated | 07/03/2023 12:06 PM |
Project Title | Bridge Rehabilitation Including Concrete Bridge Deck Patching, Removal of Epoxy, Apply Epoxy, Joint Sealing and Pavement Markings on Us-131 |
Physical Address | View project details and contacts |
City, State (County) | Haring charter Township, MI 49663 (Wexford County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, Paving/Reconstruction, Site Development |
Contracting Method | Bids by Invitation, Competitive Bids |
Project Status | Contract Award, Construction start expected July 2023 |
Bids Due | View project details and contacts |
Estimated Value | $229,241 [brand] Estimate |
Plans Available from | Civil Engineer |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | As of May 23 2023, the project has been awarded. A timeline for construction has not been confirmed. 0.04 mi of bridge rehabilitation including concrete bridge deck patching, removal of epoxy, apply epoxy, joint sealing and pavement markings on US-131 over 50 Mile Road, Wexford County. This project includes a 5 year epoxy performance warranty. Net classification required for this project is 265 N9-1A In addition to the above minimum prequalification requirement for prime contractors this project includes a subclassification of Fa. If the prime contractor is not prequalified in this subclassification it must use a prequalified subcontractor. This subcontractor must be designated prior to award of the contract to the confirmed low bidder. Control Sec Job No Federal No M 83031 218113A N/A MI DOT - 2305 033 - Bridge Rehabilitation Including Concrete Bridge Deck Patching, Removal of Epoxy, Apply Epoxy, Joint Sealing and Pavement Markings on Us-131 The work consists of concrete bridge deck patching, removal of existing epoxy overlay, applying a thin epoxy polymer bridge deck overlay on the entire deck surface and concrete approaches, joint sealing, and placement of permanent pavement markings. Saw cut 1" deep around perimeter of unsound and spalled concrete as directed by the Engineer and use hand chipping methods to remove concrete 3/4" below the top mat of reinforcement. Patch with Concrete, Grade 4500. Reseal end joints. All work shall be performed in accordance with the MDOT 2020 Standard Specifications for Construction and the applicable Special Provisions. *Information regarding subcontractor bidding has not been disclosed to the content management team at this time. Interested subcontractors should contact the general contractor directly for more information. |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |