Similar Projects
| Last Updated | 02/25/2019 11:36 AM |
| Project Title | Airfield Pavement Maintenance, U.S. Coast Guard Aviation Training Center, Mobile, Alabama |
| Physical Address | View project details and contacts |
| City, State (County) | Mobile, AL 366088322 (Mobile County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $250,000 to $500,000 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Major work items include but are not limited to: Saw or mechanically remove existing joint material and prepare joints for application of FAA approved material suitable for aircraft operations and defined within specification; Remove and replace the full depth of indicated concrete panels at the GSE buildings access pad and laydown area. Remove and replace concrete panels on the northern side of the fuel farm parking shed. Cut remove and replace portions of 2 concrete panels within the GST hangar access drive; lay out and mark all areas of replacement identified in these documents. Demo and remove areas to be replaced to the nearest joint or saw cut. Dispose of all debris off site. Cut panels full depth to produce vertical edges; Install forms as necessary to retain and support concrete; Roll existing sub grade materials to achieve maximum density; Install full depth entrained concrete to match existing adjacent concrete as specified within. Install expansion joint material; Install crack control joints where applicable and indicated; Apply curing compound and/or provide protection against elements necessary to promote curing of new Installation; Aircraft Concrete Crack Repair: Remove all unsound concrete, down to solid concrete as specified. Repair as indicated; Storm Water Ditch Repair: Remove and replace the full depth of the indicated concrete panels at the upper pond dike. Replace with Geo-textile and interlocking matrix of cellular concrete blocks; MWR Concrete Drive: Remove and replace 6-inch-thick concrete driveway for Bldgs. S35 and S53. Replace with compacted base and 6 inch pad. Increase turning radius of north pad by adding 10 linear feet; Mobilization, demobilization and clean up; Supervision, materials, equipment, transportation, labor and all other incidentals necessary to complete the work. | ||||||
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| Bidder's List | View project details and contacts | ||||||
| Prospective Bidders | View project details and contacts | ||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
