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Work includes approx. 970 LF of removing existing pipe; 1 EA of removal of manhole; 1 LS of 16: AC pipeline replacement; 1,345 SY of wetland protection; 4 EA of Piezometer Abandonment; 1 LS removal of wingwall; 13 EA of pipeline plugging; 5,340 SY removal of Asphalt Mat(Full-Depth); 4,431 SY of excavation; 4,001 LF of 8" PVC Restrained Joint Force Main (DR-25 C900); 20 LF of 12" PVC Restrained Joint Force Main (DR-25 C900); 2 EA of 8" 11.25 Degree Restrained Bend (R>1.5D); 102 LF of 21" Gravity Sewer Pipe (SDR-35 PVC); 23,118 LF of 18" Gravity Sewer Pipe SDR-35 PVC; 28 EA of sewer service stub-out; 59 EA of 60" Sanitary Sewer Basic MH; 1 LS of Force Main Discharge Manhole; 590 VLF MH Coating; 3 EA of 60" Polymer Concrete MH; 8 EA of fence gate; 7,957 TN of 9" thick canal road surface; 884 TN of Hot Bituminous Pavement (3" Thick) (Grading SX, PG 64-22) (One 3" Lift); 1 LS of erosion control; Dust Abatement; 1 LS of bypass pumping; pavement markings; potholing; 1 LS Lift station; 24,250 TN of Sludge/Liner Disposal.
Posted Date
Dec 19, 2025
Due Date
Feb 4, 2026
Release: Dec 19, 2025
Close: Feb 4, 2026
Work includes approx. 970 LF of removing existing pipe; 1 EA of removal of manhole; 1 LS of 16: AC pipeline replacement; 1,345 SY of wetland protection; 4 EA of Piezometer Abandonment; 1 LS removal of wingwall; 13 EA of pipeline plugging; 5,340 SY removal of Asphalt Mat(Full-Depth); 4,431 SY of excavation; 4,001 LF of 8" PVC Restrained Joint Force Main (DR-25 C900); 20 LF of 12" PVC Restrained Joint Force Main (DR-25 C900); 2 EA of 8" 11.25 Degree Restrained Bend (R>1.5D); 102 LF of 21" Gravity Sewer Pipe (SDR-35 PVC); 23,118 LF of 18" Gravity Sewer Pipe SDR-35 PVC; 28 EA of sewer service stub-out; 59 EA of 60" Sanitary Sewer Basic MH; 1 LS of Force Main Discharge Manhole; 590 VLF MH Coating; 3 EA of 60" Polymer Concrete MH; 8 EA of fence gate; 7,957 TN of 9" thick canal road surface; 884 TN of Hot Bituminous Pavement (3" Thick) (Grading SX, PG 64-22) (One 3" Lift); 1 LS of erosion control; Dust Abatement; 1 LS of bypass pumping; pavement markings; potholing; 1 LS Lift station; 24,250 TN of Sludge/Liner Disposal.
AvailableThrough this funding opportunity, and in working with labor organizations and registered pre-apprenticeship programs across the State, the State Energy Research and Development Authority seeks to grow a diverse, equitable, and inclusive pipeline of skilled talent for the clean energy labor market. Projects funded through this solicitation are intended to create and/or expand the capacity of Direct Entry Pre-apprenticeship and Registered Apprenticeship programs as a pathway to high-quality, family supporting jobs. Eligible initiatives must include clean energy technical training in target areas (developing new or expanding existing clean energy training capacity) and hands-on experience for pre-apprentices, apprentices, and/or journey workers, ensuring they have the skills and qualifications required to meet the demands of a clean energy economy.
Posted Date
Dec 14, 2023
Due Date
Feb 4, 2026
Release: Dec 14, 2023
Close: Feb 4, 2026
Through this funding opportunity, and in working with labor organizations and registered pre-apprenticeship programs across the State, the State Energy Research and Development Authority seeks to grow a diverse, equitable, and inclusive pipeline of skilled talent for the clean energy labor market. Projects funded through this solicitation are intended to create and/or expand the capacity of Direct Entry Pre-apprenticeship and Registered Apprenticeship programs as a pathway to high-quality, family supporting jobs. Eligible initiatives must include clean energy technical training in target areas (developing new or expanding existing clean energy training capacity) and hands-on experience for pre-apprentices, apprentices, and/or journey workers, ensuring they have the skills and qualifications required to meet the demands of a clean energy economy.
AvailableFurnish and install 8" VCP with native bedding 22503 LF, install 4 ft. precast manholes 91 ea, install 5 ft. precast manholes, furnish and install 4" VCP laterals 30774 lf, furnish and install 4" VCP laterals, furnish and install 6" VCP laterals 88 lf, remove plug, verify alignment and grade and connect to existing pipeline without constructing a new manhole 2 ea, remove and replace cross gutter 1443 sf, furnish and install 8" VCP with special bedding 3128 lf, furnish and install 10" VCP with native bedding 1030 lf, install and install 12" VCP with special bedding 670 lf, furnish and install 15" VCP with native bedding 1630 lf, furnish and install 15" VCP with special bedding 910 lf. see outside link.
Posted Date
Jul 2, 2025
Due Date
Jan 28, 2026
Release: Jul 2, 2025
Close: Jan 28, 2026
Furnish and install 8" VCP with native bedding 22503 LF, install 4 ft. precast manholes 91 ea, install 5 ft. precast manholes, furnish and install 4" VCP laterals 30774 lf, furnish and install 4" VCP laterals, furnish and install 6" VCP laterals 88 lf, remove plug, verify alignment and grade and connect to existing pipeline without constructing a new manhole 2 ea, remove and replace cross gutter 1443 sf, furnish and install 8" VCP with special bedding 3128 lf, furnish and install 10" VCP with native bedding 1030 lf, install and install 12" VCP with special bedding 670 lf, furnish and install 15" VCP with native bedding 1630 lf, furnish and install 15" VCP with special bedding 910 lf. see outside link.
AvailableWork 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
Release: Dec 16, 2025
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
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