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Construction of pump station and sanitary force main; wastewater collection system. Construction of one (1) wastewater pump station and associated components such as generators, chemical feed systems, site work, electrical and instrumentation and flow meters. Installation of approx. 17,000 LF of 12" force main and associated components, such as flushing stations and air release valve stations. Construction of minor improvements at the District's Travel Plaza #3 Wastewater Treatment Plant facility, including the following: Construction of a new influent manual screen structure and removal of the existing comminutor structure. Addition of aeration to the existing surge tank to maintain solids suspension. Construction of two (2) submersible pumps and a control system to convey flows from Surge Tank to Selector Tank. Replacement of the RAS airlift pumps at the existing clarifiers. Contract B - Wastewater Collection System: Installation of approx. 37,000 LF of 1-1/4" through 4" pressure sewers and associated components, such as isolation valves, flushing stations, and air release valve stations. Installation of approx. 206 grinder pump stations and associated components such as grinder station control panels, curb stop check valve assemblies, electrical risers and electrical conduits/conductors.
Starbridge can help you:
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
Starbridge.ai books 30 - 40% of leads into meetings
Qualified General Contractor to Construct the General Government Office Building - Phase I (Project). The General Government Office Building Phase I is a three (3) story 125,000 square foot (SF) office building.
Posted Date
Aug 22, 2025
Due Date
Jan 13, 2026
Release: Aug 22, 2025
Close: Jan 13, 2026
Qualified General Contractor to Construct the General Government Office Building - Phase I (Project). The General Government Office Building Phase I is a three (3) story 125,000 square foot (SF) office building.
AvailableThe work consist of approx 345 LF 15" PVC gravity sewer via open cut; 5,165 LF 8" HDPE force main including fittings; 25 LF 8" DIP force main with ceramic-epoxy coating including fittings and restrained joint; 1,168 LF 2" PVC water main including fittings and restrained joint; 2,750 LF 4" DIP forcemain including fittings, valves and restrained joints with ceramic-epoxy coating.
Posted Date
Nov 18, 2025
Due Date
Jan 6, 2026
Release: Nov 18, 2025
Close: Jan 6, 2026
The work consist of approx 345 LF 15" PVC gravity sewer via open cut; 5,165 LF 8" HDPE force main including fittings; 25 LF 8" DIP force main with ceramic-epoxy coating including fittings and restrained joint; 1,168 LF 2" PVC water main including fittings and restrained joint; 2,750 LF 4" DIP forcemain including fittings, valves and restrained joints with ceramic-epoxy coating.
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
Work includes approx. 1,480 LF of 66" to 84" gravity wastewater line by open-cut; 1,000 LF of 84" gravity wastewater line by-other-than-open-cut; 1,670 LF of 54" to 84" gravity wastewater line by open-cut; 200 LF of 66" gravity wastewater by-other-than-open-cut; 80 LF of 48" wastewater by open-cut; 200 LF of 18" polyvinyl chloride (PVC) Force Main; 160 LF of 8" HDPE Sanitary Sewer Pipe By Open-Cut (All Depths) 11 - connections to existing interceptors and points-of-entry; 17 FRP or polymer manholes; Two - Fiberglass Junction Boxes; Pipeline construction and earthwork across two (2) locations of creek and aerial crossings, including construction of a cofferdam and rebuilding a spillway structure; 500 LF of storm drain replacement per TxDOT standards; 50 LF of waterline relocation; Grout filling of existing interceptors, manholes, and junction structures; Relocation of fiber optic and underground electric lines
Posted Date
Dec 16, 2025
Due Date
Feb 11, 2026
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Close: Feb 11, 2026
Work includes approx. 1,480 LF of 66" to 84" gravity wastewater line by open-cut; 1,000 LF of 84" gravity wastewater line by-other-than-open-cut; 1,670 LF of 54" to 84" gravity wastewater line by open-cut; 200 LF of 66" gravity wastewater by-other-than-open-cut; 80 LF of 48" wastewater by open-cut; 200 LF of 18" polyvinyl chloride (PVC) Force Main; 160 LF of 8" HDPE Sanitary Sewer Pipe By Open-Cut (All Depths) 11 - connections to existing interceptors and points-of-entry; 17 FRP or polymer manholes; Two - Fiberglass Junction Boxes; Pipeline construction and earthwork across two (2) locations of creek and aerial crossings, including construction of a cofferdam and rebuilding a spillway structure; 500 LF of storm drain replacement per TxDOT standards; 50 LF of waterline relocation; Grout filling of existing interceptors, manholes, and junction structures; Relocation of fiber optic and underground electric lines
Available