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Learn more →Construction contract for Cherry Hill Water System Phase I & II water line improvements — turnkey water main installation requiring a firm-fixed-price general contractor to provide all supervision, labor, materials, equipment, tools, and installation per the project manual; Virginia SCC registration and Proof of Authority to Transact Business in Virginia required.
Posted Date
Dec 2, 2025
Due Date
Jan 13, 2026
Release: Dec 2, 2025
Close: Jan 13, 2026
Construction contract for Cherry Hill Water System Phase I & II water line improvements — turnkey water main installation requiring a firm-fixed-price general contractor to provide all supervision, labor, materials, equipment, tools, and installation per the project manual; Virginia SCC registration and Proof of Authority to Transact Business in Virginia required.
AvailableTurnkey construction and installation of the Cherry Hill municipal water treatment facility — furnish all supervision, labor, materials, equipment, tools, services, installation and construction per the project manual and attachments under a firm-fixed-price IFB; bidders must provide required IFB forms and Virginia SCC registration/authority documentation.
Posted Date
Dec 2, 2025
Due Date
Jan 14, 2026
Release: Dec 2, 2025
Close: Jan 14, 2026
Turnkey construction and installation of the Cherry Hill municipal water treatment facility — furnish all supervision, labor, materials, equipment, tools, services, installation and construction per the project manual and attachments under a firm-fixed-price IFB; bidders must provide required IFB forms and Virginia SCC registration/authority documentation.
AvailableWork consisting of a ringwall is considered suitable for the 14-ft diameter finished water tank. Subgrades for the finished water tank should consist of competent residuum or new compacted structural fill following the undercut of the loose stratum a materials. An allowable contact pressure of of 2,000 psf (net allowable soil bearing pressure) is anticipated for the finished water tank. A factor of safety of 3.0 should be considered against general shear failure for this condition
Posted Date
Dec 2, 2025
Due Date
Jan 13, 2026
Release: Dec 2, 2025
Close: Jan 13, 2026
Work consisting of a ringwall is considered suitable for the 14-ft diameter finished water tank. Subgrades for the finished water tank should consist of competent residuum or new compacted structural fill following the undercut of the loose stratum a materials. An allowable contact pressure of of 2,000 psf (net allowable soil bearing pressure) is anticipated for the finished water tank. A factor of safety of 3.0 should be considered against general shear failure for this condition
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