TAMPA HARBOR, DREDGE MATERIAL MANAGEMENT AREA 3-D SITE IMPROVEMENTS AND MAINTENANCE, HILLSBOROUGH COUNTY, FLORIDA
Contract Overview
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AI Contract Overview
This project involves site improvements and maintenance at the Tampa Harbor Dredge Material Management Area 3-D site in Hillsborough County, Florida. The primary scope of work includes the construction of two new weir structures equipped with concrete foundations, discharge pipes, filter drains, helical anchors, and flap gates, along with the installation of a floating platform and gangway. Extensive earthwork is required, including the deconstruction and reconstruction of the existing dike, the creation of new ramps, and the stabilization of eroded exterior dike slopes using fill, riprap, and sod. Additionally, the contract covers essential repairs to existing infrastructure, specifically the removal and replacement of a damaged gangway and modifications to the existing floating dock to ensure proper operation. Concrete repairs at the existing weirs are also mandated. This Department of Defense project, managed by the Jacksonville District of the U.S. Army Corps of Engineers, is categorized under NAICS code 237990 and is identified by solicitation number W912EP26CA009.
General Info
Contract Value
$7,396,954.4Place of Performance
Tampa, FL, 33621, USASet-Aside
Awardee
SPECTRASERV INCAward Issued Date
Documents
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Timeline
Organization & Contact Information
Full Description
The project consists of the construction of two new weir structures in the DMMA 3-D basin. The weir construction also includes associated concrete foundation, discharge pipes, filter drain and CLSM, helical anchors, mitered end sections, riprap outfall area, floating platform, gangway, and flap gate. Associated earthwork includes deconstruction of the existing dike in the vicinity of the new weirs; reconstruction of the dike; and construction of new earthwork features including ramps. The project also entails repair and stabilization of eroded sections of the existing exterior dike slope, including placement of fill, riprap, and sod. The gangway at the existing weirs is damaged and requires removal and replacement. The floating dock at the existing weirs requires modification to allow for proper operation (See Appendix A: Shop Drawings of Existing Weirs). Concrete repairs are also required at the existing weirs.
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