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This Solicitation opportunity from California was posted on July 16, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Autoplex Siphon Cleaning And Lining

Closed
20260715034State & Local

Contract Overview

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

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NAICS: 237110
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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 in 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. Key infrastructure work includes the installation of a new wet well, valve vault, and associated appurtenances, as well as the demolition of existing pumps and piping. The scope further encompasses the installation of mechanical and electrical systems, including pumps, a generator, and odor control equipment, along with gravity sewers, manholes, stormwater facilities, and site restoration. The project has an estimated value of 16,690,000 dollars and a substantial completion timeline of 560 calendar days. This solicitation, identified as SRP-W-134-0290, is a unit price contract awarded to the responsible bidder submitting the lowest responsive bid. Bidders must provide a completed EJCDC C-410 Bid Form, a bid bond, and evidence of authority to sign, while also demonstrating good faith efforts toward MWBE goals. The contract requires performance and payment bonds and adherence to strict technical standards, including AWWA Specification C-600 for pipelines and NEMA standards for motors. Payment is processed via monthly applications for payment, with funds becoming due 30 days after presentation to the owner. The project is set aside for small businesses, including certified veteran-owned, women-owned, and HUBZone small businesses.
Don Moorhead Construction, Inc.

POSTED

about 6 hours ago

DEADLINE

in 13 days
NAICS: 237110
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Main Wastewater Treatment Plant Secondary Reactors Rehabilitation Phase 2 in CA
Solicitation # main-wastewater-treatment-plant-secondary-reactors-rehabilitation-phase-2-ca
Garney Pacific, Inc. is seeking quotes from qualified subcontractors for the Main Wastewater Treatment Plant Secondary Reactors Rehabilitation Phase 2 project located in Oakland, California, for the East Bay Municipal Utility District. The comprehensive scope of work involves the rehabilitation of covered and open concrete structures, including the installation of platforms and access improvements. Mechanical and piping requirements include the relining, modification, or replacement of small and large diameter steel and ductile iron pipes, associated supports, valves, and piping appurtenances. Additionally, the project requires the installation and operation of a temporary 11 MGD pumped bypass, the rehabilitation of reactor mixers and aerators, and the rerouting of sump pump discharge lines. Electrical and instrumentation work includes the installation of new or improved instrumentation, the rehabilitation and replacement of motor control center components, and modifications to existing sluice gates alongside the installation of new slide gates. The project also involves excavation, trench work, and surveying of key points around the reactors. This is a union project, and all subcontractors must utilize union labor. Potential subcontractors must be prepared to provide a 100 percent Payment and Performance Bond from a US Treasury listed Surety Company, providing their bond rate at the time of the bid for reimbursement. Quotes are due by November 17, 2026, with the final bid date set for November 18, 2026. This opportunity is set aside for small businesses, including certified VOSB, SDVOSB, WOSB, and HUBZone firms.
Garney Pacific, Inc.

POSTED

about 6 hours ago

DEADLINE

in 21 days

AI Contract Overview

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The project involves the assessment and rehabilitation of two existing 8-inch diameter ductile iron sewer siphon pipes, each approximately 153 feet in length, located under a flood control channel at a depth of about 24 feet in Costa Mesa, California. The scope of work requires full sewer bypass, heavy cleaning of both siphons using chain flail and high-velocity equipment to remove wastewater, solids, roots, mineral scales, and debris, followed by pre- and post-installation closed-circuit television inspections. The rehabilitation includes the installation of continuous, jointless Cured-in-Place Pipe (CIPP) liners engineered to function as a structural stand-alone system with a minimum 50-year service life, conforming to ASTM F1216, F1743, F2019, and D5813 standards. Any identified pipe holes or groundwater infiltration must be addressed prior to CIPP installation using light-cured point liners or chemical grouting. The work also encompasses service line reconnections, material testing, site restoration, and submission of unedited digital inspection videos and reports within 10 working days of completion. All materials must be marked with detailed product information and chain-of-custody identifiers for traceability, and testing samples must meet specified thickness tolerances and hydraulic performance criteria. The contract is a fixed-price public works project with an estimated value of $135,648, governed by the Costa Mesa Sanitary District under solicitation number 20260715034, with a bid submission deadline of August 12, 2026. Performance is to be completed within 30 working days after issuance of the Notice to Proceed, at the site located between 375 Bristol Street in Newport Beach and the east side of the Newport Beach Golf Course. The contractor must provide performance and payment bonds equal to 100% of the contract sum, issued by a California-licensed surety with an A.M. Best rating of A-:VI or better, and maintain public liability insurance of at least $5 million with the District named as an additional insured. Compliance with California prevailing wage laws is mandatory, requiring weekly submission of Form DH-H-347. All subcontracting must adhere to state laws, include flow-down clauses, and be in writing, with violations subject to penalties up to 10% of the subcontract value. The contractor assumes full responsibility for obtaining permits, managing hazardous material notifications

General Info

Rehabilitate two 8-inch sewer siphons via CIPP lining with bypass, cleaning, and inspection in Costa Mesa.

Documents

4

CMSD 515 Autoplex Siphon Assessment Addendum 01

PDF, High priority: read this firstamendment
High

CMSD 515 Autoplex Siphon Cleaning and Lining Contract Documents

PDF, High priority: read this firstcontract-document
High

Pre-Bid Meeting Sign In Sheet for CMSD Project No.515 Autoplex Siphon 141464

PDF, Low prioritypre-bid-sign-in-sheet
Low

Attachment H - AUTOPLEX SIPHON PLANS.pdf

PDF

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyCalifornia → Costa Mesa Sanitary District
Contacts1 person available
OfficeN/A
Office AddressN/A
Contacts
District Engineer

Full Description

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Bid #515: The project consists of the assessment and rehabilitation of two of three existing 8-inch diameter ductile iron sewer siphon pipes, each approximately 153 feet long. The siphons are located under a flood control channel at a depth of approximately 24 feet. The scope of work includes, but is not limited to, full sewer bypass, heavy cleaning of the two siphon pipes to remove wastewater, solids, roots, mineral scales, and other debris using chain flail devices and high-velocity cleaning equipment. The work also requires pre- and post-installation closed-circuit television (CCTV) inspections, installation of Cured-in-Place Pipe (CIPP) liners, and addressing identified pipe holes and groundwater infiltration through the installation of light-cured point liners or chemical grouting prior to CIPP installation.

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