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Eastside Sewer Lift Station (S25214)

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State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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The City of Tehachapi is forecasting the Eastside Sewer Lift Station project, identified as S25214, located within Kern County, California. The project involves the development of a sewer lift station at an existing city drainage easement, specifically situated at the southern portion of parcels 223-490-18 and 223-490-19. The scope of work includes the construction of concrete pads, a spillway, and a wet well, as well as the installation of lift station equipment and underground pipelines. To integrate the new facility with existing city infrastructure, the project requires the installation of 6-inch force mains and 10-inch sewer lines. The project is classified under NAICS code 237110 and is categorized as exempt under CEQA Class 3, Section 15303(d) for small new construction and utility extensions. Administrative oversight is managed by Assistant City Manager Corey Costelloe. While the forecast was posted on August 18, 2026, and the Notice of Exemption was signed on July 7, 2026, specific contract values, performance periods, and evaluation factors have not yet been disclosed.

General Info

City of Tehachapi will construct the Eastside Sewer Lift Station and related infrastructure.

Agency

California → City of Tehachapi

Place of Performance

East Tehachapi Blvd and Tehachapi Willow Springs Rd., Tehachapi, CA, 93561

Set-Aside

NONE

Documents

0

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Timeline

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forecast

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Organization & Contact Information

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AgencyCalifornia → City of Tehachapi
Contacts1 person available
OfficeN/A
Organization / Agency
California → City of Tehachapi
Office AddressN/A
Contacts
Corey CostelloeAssistant City Manager

Full Description

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The Project proposes to develop a sewer lift station at an existing City of Tehachapi drainage easement location. The sewer lift station consists of the development of concrete pads, installation of lift station equipment and underground pipeline, and construction of a spillway. Ground disturbance associated with the sewer lift station will occur through development of the lift station’s wet well and spillway. The pipelines will consist of 6-inch force mains and 10-inch sewer lines that connect the proposed lift station to existing City infrastructure.

Similar Contracts

Same NAICS industry code

NAICS: 237110
New
Morgans Branch Force Main and Pump Station Improvements
Solicitation # SRP-W-134-0290
The Morgans Branch Force Main and Pump Station Improvements project for the City of Belmont, North Carolina, involves the construction of 16,435 linear feet of new 20-inch ductile iron force main and extensive upgrades to the existing Morgans Branch Pumping Station. The scope of work includes the installation of a new wet well, valve vault, and associated appurtenances, as well as the demolition of existing pumps and piping. Key deliverables include the installation of mechanical and electrical systems, such as pumps, a generator, and odor control equipment, along with new gravity sewers and manholes. The project has an estimated value of 16,690,000 dollars and is governed by EJCDC standard general and supplementary conditions. The contract will be awarded to the responsible bidder submitting the lowest responsive bid, with a strong emphasis on MWBE compliance through the submission of Good Faith Efforts and Table A documentation. Bidders must provide bid security equal to 5 percent of their maximum bid price and are required to furnish performance and payment bonds upon award. Performance is subject to liquidated damages of 1,000 dollars per day for failure to meet substantial completion deadlines. Payment is processed monthly via applications for payment, with funds becoming due 30 days after presentation to the owner. Quality assurance is maintained through rigorous inspection standards, including compliance with AWS, SMACNA, NEMA, and ASTM specifications.
Don Moorhead Construction, Inc.

POSTED

about 3 hours ago

DEADLINE

in 5 days
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