Similar Projects
Last Updated | 08/16/2022 10:15 AM |
Project Title | Bridge Rehabilitation |
Physical Address | View project details and contacts |
City, State (County) | Athens, GA 30601 (Clarke County) |
Category(s) | Heavy and Highway, Single Trades |
Sub-Category(s) | Bridge, Concrete, Paving/Reconstruction, Site Development |
Contracting Method | Bids by Invitation, Competitive Bids |
Project Status | Construction start expected September 2022 |
Bids Due | View project details and contacts |
Estimated Value | $4,789,402 [brand] Estimate |
Plans Available from | Agency's Affiliate |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Bridge Rehabilitation on Us 129/sr 10 Loop Over Barber St, M-300 Chase St and Sr 15 (Commerce Rd). Counties: Clarke District 1 - Gainesville, Area Office 2 - Athens ALL questions and comments must be submitted by the close of business of the Friday two weeks before the letting. All questions and comments received after the Friday before the week of the Letting will be documented, but a response will not be provided. For those contractors who are currently prequalified as a GDOT Construction Prequalified Contractor or Registered Subcontractor through GDOT's Construction Bidding Administration Office, and want to be prequalified to perform maintenance projects under the Routine Maintenance Services Program, there is now a modified prime contractors application form available. W e welcome you to participate. The application form and all applicable documents, resources and other guidance may be found on the GDOT website. Quantities Shown Herein Are for Information Only and Should Not Be Used for Bidding Purposes. The Department Reserves the Right to Change These Quantities Without Notice. Questions or comments call (404) 631-1147 GADOT - 003 - Bridge Rehabilitation Project No.: M006075 We understand from suppliers that Type III cement is no longer available in the cement market. The current specification allows Type I cement, but in our past experiences, the curing time needed to reach between 2,500 - 3,000 PSI is within the first 36-48 HR depending on ambient temperatures. These additional curing times will provide conflict with the weekend work restrictions 150-9011 TRAFFIC CONTROL - WORKZONE LAW ENFORCEMENT (CONTRACTOR BIDS) 672 HR 0030 620-0100 TEMPORARY BARRIER METHOD, NO. 1 4100 LF 0035 632-0003 CHANGEABLE MESSAGE SIGN, PORTABLE, TYPE 3 4 EA |
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Project Documents |
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