This Solicitation opportunity from Georgia was posted on March 27, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
Terrell Heights Storm Sewer Improvements Phase 2
Contract Overview
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The contract involves the construction of storm sewer and sanitary sewer improvements within the Terrell Heights subdivision, with the City of Cartersville soliciting sealed bids to be submitted by April 26, 2024. The project encompasses the installation of various sewer pipes, including 335 linear feet of 8-inch HDPE pipe through pipe bursting, 30 linear feet of 6-inch PVC pipe, 680 linear feet of 36-inch RCP, and 300 linear feet of 44-inch by 27-inch arch RCP, along with the addition of concrete headwalls, junction boxes, and grate inlets. Additionally, the scope includes relocating a 6-inch DIP water main, restoring asphalt paving, curbing, and other site improvements. The project also involves the demolition of existing structures such as a driveway and fence, removal of 15 linear feet of 18-inch RCP, and the installation of a stormwater storage pond with grading and retaining wall work. The project is designed to enhance stormwater management and infrastructure within the neighborhood, with a focus on comprehensive sewer improvements and site restoration. The contract is managed by the City of Cartersville, Georgia, with Steven Foy serving as the primary contact. Bidders are encouraged to review the detailed solicitation, which is posted online, and submit their responses by the specified deadline for consideration. The project is classified under NAICS code 221320, indicating its focus on water supply and irrigation systems, and is part of a broader effort to improve municipal infrastructure in the area.
General Info
Agency
Place of Performance
GA, USASet-Aside
Timeline
Submission Closed
Organization & Contact Information
Full Description
The Project consists of storm sewer and sanitary sewer improvements within the Terrell Heights subdivision. These improvements include the installation of 335 LF of 8 inch HDPE pipe via pipe bursting, 30 LF of 6 inch PVC pipe, 680 LF of 36inch RCP, 300 LF of 44 inch x 27inch Arch RCP (36 inch Equivalent), one concrete headwall, six 60 inch junction boxes, and two 60 inch junction box grate inlets. Included in the improvements is also the relocation of 70 LF of a 6 inch DIP water main along with restoration of asphalt paving, curbing, and all other appurtenances in addition to general restoration of the project area. Additive to this project is the demolition and removal of a driveway, fence, and 15 linear feet (LF) of 18 inch RCP on the 115 Woodland Drive property. Also additive to the project is the installation of one stormwater storage pond with OCS, grading, and retaining wall.
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