Similar Projects
| Last Updated | 12/07/2021 04:38 AM |
| Project Title | Headwall |
| Physical Address | View project details and contacts |
| City, State (County) | Raleigh, NC 27606 (Wake County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | 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 | 1 1 Ea 1 Each Of 102” Diameter x 27’ 0” Joint Corrugated Aluminum Pipe (Cap). 2 Each Of 102” Diameter x 8’ 0” Joint Corrugated Aluminum Pipe (Cap). 27” 0” x 11’ 8” Fully Welded Structural Aluminum Plate Headwalls (Inlet), w/8’ Cap Fully Welded To Headwall. Backfill Materials Shall Be Select Material Class Iv (Abc) - # 57 Washed Stone Shall Not Be Allowed As Backfill. 27” 0” x 12’ 5” Fully Welded Structural Aluminum Plate Headwalls (Outlet), w/8’ Cap Fully Welded To Headwall. Backfill Materials Shall Be Select Material Class Iv (Abc) - # 57 Washed Stone Shall Not Be Allowed As Backfill. 4 Each Of 102” Diameter Aluminum Flanges Welded To Pipe For Bolted Assembly. 2 Each Of 102” Diameter Flange Gaskets. Minimum Cover Over Pipe Is 2’ 0”. Maximum Cover Over Pipe Is 5’ 0”. Geogrid Soil Stabilization Material Equivalent To One (1) Roll Of 13’ x 246’ Of Tensar Tx160, For Placement Beneath The Structure And In The Road Subgrade. Vendor Shall Provide On-Site Technical Assistance During Assembly, Installation And Backfilling Operations Of The Structure. |
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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 |
