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

Headworks Rehabilitation And Improvement Project – Phase 1A

Closed
20261015016State & Local

Contract Overview

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

Active Opportunities Like This One

NAICS: 237110
New
26350 Lynchburg, VA - CSO 70 Sewer Improvements
Solicitation # 2027-027
Cleary Construction is soliciting quotations from certified Disadvantaged Business Enterprises (DBEs) for the City of Lynchburg CSO 70 Sewer Improvements project in Virginia, identified by solicitation number 2027-027. This opportunity is open to various small business designations, including SBA certified Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone small businesses. Interested firms must submit their responses by the deadline of December 4, 2026. The scope of work involves comprehensive sewer installation and site development, including the open cut installation of PVC pipes ranging from 6 to 30 inches and Ductile Iron Pipe from 18 to 24 inches. Key structural requirements include the installation of standard and doghouse manholes, interior drop assemblies, and a CSO regulator fit out. Specialized tasks include 24-inch DIP trenchless crossings with associated launch and receiving shafts, as well as the abandonment of existing pipes and manholes. Site work entails clearing and grubbing of 5,130 square yards of wooded areas, seeding, fine grading, and the implementation and maintenance of a Stormwater Pollution Prevention Plan (SWPPP). Critical project deliverables include the maintenance of flows and bypass for all pipes and manholes to ensure operational continuity, along with geotechnical instrumentation and monitoring. Additionally, the project requires specific railroad insurance. The bid schedule outlines various general and contingent items, including mobilization and extra depth excavation, though the total estimated contract value is not specified.
Cleary Construction, Inc.

POSTED

about 2 hours ago

DEADLINE

in about 1 month
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, solicitation number SRP-W-134-0290, is a construction contract for the City of Belmont in North Carolina with a project estimate of 16,690,000 dollars. The scope of work involves the construction of 16,435 linear feet of new 20-inch ductile iron force main and extensive upgrades to the Morgans Branch Pumping Station. Key infrastructure improvements include the installation of a new wet well, valve vault, and associated appurtenances, as well as the demolition of existing pumps and piping. The final deliverables comprise a fully operational pumping station featuring mechanical and electrical systems, a generator, odor control equipment, and new gravity sewer connections. The contract will be awarded to the responsible bidder submitting the lowest responsive bid, with a strong emphasis on responsiveness regarding the submission of MWBE documents, including the Good Faith Efforts Form and Table A. Performance is governed by EJCDC standard forms, including the C-700 General Conditions and C-800 Supplementary Conditions. The contractor is required to provide performance and payment bonds, as well as proof of insurance. Project timelines are triggered by a Notice to Proceed, and failure to achieve substantial completion will result in liquidated damages of 1,000 dollars per day. Payment is processed via applications for payment submitted to the Engineer, with terms due thirty days after presentation to the owner.
Don Moorhead Construction, Inc.

POSTED

about 2 hours ago

DEADLINE

in 11 days
NAICS: 237110
New
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, pipe supports, valves, and piping appurtenances, as well as the installation and operation of a temporary 11 MGD pumped bypass. Additionally, the project entails the rehabilitation of reactor mixers and aerators, replacement of motor control center components, modifications to sluice and slide gates, rerouting of sump pump discharge lines, excavation, trench work, and surveying. This solicitation is open to various small business set-asides, including VOSB, SDVOSB, WOSB, and HUBZone certified firms. Subcontractors are specifically requested for lead abatement, metals fabrication, painting, coatings, FRP reinforcing systems, and access hatches. All subcontractors must utilize union labor and be prepared to provide a 100 percent Payment and Performance Bond from a US Treasury listed Surety Company, with bond rates provided at the time of bid for reimbursement. Quotes are due by November 17, 2026, and the final bid date is November 18, 2026. Contracts will be based on Garney Standard Purchase Order and Subcontract forms, and any exceptions must be submitted as redlines with the quote.
Garney Pacific, Inc.

POSTED

about 2 hours ago

DEADLINE

in 19 days

AI Contract Overview

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The City of Pacifica is soliciting bids for the Headworks Rehabilitation and Improvement Project Phase 1A at the Calera Creek Water Recycling Plant in Pacifica, California. This project focuses on critical infrastructure upgrades, specifically the installation of a 24-inch tie-in with a blind flange and thrust block on the existing 36-inch wastewater influent pipeline, followed by necessary backfilling. The scope of work includes the procurement and delivery of 24-inch and 36-inch eccentric plug valves, as well as the installation of a shoring box, galvanized chain link fencing inside the channel, and steel plating with hydrophilic waterstops. Technical requirements for the project involve civil and structural work, including bypass tie-ins and temporary rehabilitation measures, with specific contractor responsibilities for temporary pumping and dewatering. Bidders must hold a Class A license and be registered with the Department of Industrial Relations. The solicitation, identified as Bid P0040, is managed by the City of Pacifica and falls under NAICS code 237110 for heavy and civil engineering construction.

General Info

City of Pacifica seeks Class A bids for Calera Creek plant infrastructure upgrades.

Place of Performance

Pacifica, CA, 94044, USA

Set-Aside

NONE

Documents

2

Calera Creek Water Recycling Plant Headworks Rehabilitation - Phase 1A Drawings

PDF, High priority: read this firstspecifications
High

City of Pacifica Headworks Rehabilitation and Improvement Project - Phase 1A Specifications

PDF, High priority: read this firstspecifications
High

AI Contract Breakdown

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Timeline

PhaseClosed
Response Deadline

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Posted

Solicitation

Submission Closed

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Organization & Contact Information

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AgencyCalifornia → City of Pacifica
Contacts1 person available
OfficeN/A
Organization / AgencyCalifornia → City of Pacifica
Office AddressN/A
Contacts
Daniel PattenP.E.

Full Description

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Bid #P0040: The project involves the rehabilitation and improvement of the Headworks facility at the Calera Creek Water Recycling Plant. Phase 1A includes installing a 24-inch tie-in with a blind flange and thrust block on the existing 36-inch wastewater influent pipeline, followed by backfilling the excavation. The scope also covers the procurement and delivery of one 24-inch eccentric plug valve and one 36-inch eccentric plug valve to the site. Additionally, the work entails the installation of a shoring box, a 1-inch steel plate bolted to the outside of the channel, galvanized chain link fencing inside the channel, and a 1-inch A36 steel plate with hydrophilic waterstop.

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