This Solicitation opportunity from California was posted on August 28, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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C0702 - Anderson Dam Seismic Retrofit Project (Prequalification)

Closed

VW0414State & Local

Submission Closed02/19/2025, 12:00:00 AM UTC

Contract Overview

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

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NAICS: 237990

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The Washington Metropolitan Area Transit Authority has issued an advance notice for the Rail Modernization Program under solicitation number WMATA-0000010871. This solicitation is categorized under NAICS code 237990, focusing on specialized infrastructure construction and modernization efforts for the rail system. Interested parties have until September 30, 2027, to submit their responses. Further details and bidding processes are managed through the official WMATA supplier portal.

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Anthony J. Prieto Water Well Drilling, Inc.

POSTED

DEADLINE

Construction of The Recharge Master Plan Update (RMPU) Basin Improvements Project - Montclair Basin Improvements

Solicitation # construction-recharge-master-plan-update-rmpu-basin-improvements-project-montclair-basin-0

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Granite Construction Company

POSTED

DEADLINE

ARWA Carrizo System Expansion: Well Drilling

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Hydro Resources - Mid Continent, Inc.

POSTED

DEADLINE

Construction of The Recharge Master Plan Update (RMPU) Basin Improvements Project - Montclair Basin Improvements

Solicitation # construction-recharge-master-plan-update-rmpu-basin-improvements-project-montclair-basin

Empire Equipment Service, Inc. is soliciting quotes from certified DBE and DVBE subcontractors and suppliers for the Montclair Basins 2 and 3 Diversion Improvements project. This work is part of the Recharge Master Plan Update Basin Improvements Project located at the San Antonio Creek Channel in Montclair, California, performed for the Inland Empire Utilities Agency. The solicitation is open to various small business designations, including Veteran Owned, Service-Disabled Veteran Owned, Women-Owned, and HUBZone certified businesses. Interested parties must submit their responses by November 5, 2026. Primary inquiries and submissions should be directed to Gio Marquez via the provided estimating email or phone contact.

Empire Equipment Service, Inc.

POSTED

DEADLINE

Site Compliance and Improvements - Patton Landing

Solicitation # site-compliance-improvements-patton-landing

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POSTED

DEADLINE

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Solicitation # structural-repair-ncmt-berths-24-3-24-4-ca

This solicitation, issued by Griffith Company, concerns structural repair work at NCMT Berths 24-3 and 24-4 located in California. The scope of work involves the demolition and removal of existing concrete decks, pile caps, and appurtenances, followed by the construction of a new reinforced concrete deck. Additionally, the project requires the repair of existing piles, the installation of pile jackets, and the replacement of various waterfront elements, including bull rails, wale systems, fenders, and mooring hardware such as bollards. The opportunity is set aside for small businesses under NAICS code 237990. Interested parties must submit their responses by the deadline of November 4, 2026. Primary coordination for this project is handled by Savana Powell.

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DEADLINE

Gas Utility ImprovementsThis subcontract focuses on the execution of gas line improvements for prime contractors working on City of San Antonio infrastructure projects. The scope of work involves performing gas utility upgrades and relocations specifically designed to meet CPS Energy standards to ensure the delivery of modernized gas infrastructure. The opportunity is categorized under NAICS code 237990 and is associated with the City of San Antonio in Texas. Interested parties should note that the response deadline is December 1, 2026, with the solicitation having been posted on October 28, 2026.

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DEADLINE

Sewer Connection ServicesThis subcontract for Sewer Connection Services involves the installation of NIW sewer connections to Kinnard Street for prime contractors working on Department of Education facility projects. The scope of work includes all necessary excavation, pipe laying, and the final connection to the municipal sewer main to ensure a functional, inspected, and approved system. To be eligible for this project, the contractor must hold NIW approved contractor status and secure all required street works permits. The contract falls under NAICS code 237990 and is specifically designated for infrastructure improvements supporting Department of Education facilities.

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POSTED

DEADLINE

Solicitation # 26-0075-MA

The City of Clearwater is soliciting bids for the Seminole St. Boat Ramp Restoration project in Clearwater, Florida. The scope of work involves the comprehensive repair and restoration of an existing boat ramp facility that has suffered typical degradation. Key activities include the removal of the existing structure, dredging and grading of native soils, placement of gravel fill, and the final design and installation of new concrete boat ramps. The finished facility must feature four launching bays providing eight total ramps, with two outer ramps measuring approximately 56 feet and six interior ramps measuring approximately 46 feet from mean high water to the toe. The completed ramps must be capable of supporting vessels exceeding 35 feet with combined weights over 10 tons. Additional requirements include the temporary relocation and preservation of floating docks and gangways to ensure ADA-compliant travel. The project is categorized as marine construction with an estimated value of 750,000 dollars. Bidders must provide a bid security equal to 10 percent of their maximum bid price and furnish payment and performance bonds within ten days of a contract award. The period of performance is 180 calendar days from the Notice to Proceed. Contractors must choose between two construction sequencing options: Alternate A, which utilizes a phased closure to minimize public disruption, or Alternate B, which allows for a maximum 45-day simultaneous closure of all ramps. Technical specifications require concrete with a compressive strength of 4,000 PSI and a minimum design load of 300 PSF. Environmental compliance is mandatory, requiring the implementation of Stormwater Pollution Prevention Plans and the use of turbidity curtains.

POSTED

DEADLINE

Site Work and EarthworkThis subcontract for Site Work and Earthwork involves comprehensive site preparation for a school addition project managed by the Henry County Board of Education in Georgia. The scope of work includes critical early-stage construction activities such as clearing and grubbing, rough grading, soil stabilization, and trenching for utilities. The primary objective is to deliver a fully graded building pad and a site properly prepared for subsequent foundation work and drainage requirements. The solicitation was posted on October 28, 2026, with a response deadline set for December 3, 2026. Classified under NAICS code 237990, the contract requires the selected subcontractor to coordinate closely with prime contractors to ensure all excavation and grading specifications are met to prepare the facility for vertical construction.

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POSTED

DEADLINE

Sewer Main Pipe Bursting SpecialistThis subcontract agreement appoints a Sewer Main Pipe Bursting Specialist to perform trenchless rehabilitation of existing sewer mains for prime contractors on Napa Sanitation District projects in Napa, California. The scope of work involves the rehabilitation of approximately 13,769 linear feet of 6-inch and 8-inch sewer mains utilizing pipe bursting equipment and the installation of replacement HDPE or compatible piping. The selected contractor must maintain DIR Registration and strictly adhere to all established trenching and excavation safety standards to ensure the successful delivery of the rehabilitated infrastructure. Interested parties must submit their responses by the deadline of December 3, 2026.

Napa Sanitation District

POSTED

about 9 hours ago

DEADLINE

in about 1 month

AI Contract Overview

The Anderson Dam Seismic Retrofit Project aims to enhance the safety and resilience of the dam by replacing the majority of its existing embankment with a zoned earthen structure capable of withstanding the maximum considered earthquake (MCE). The project also involves upgrading the outlet works to comply with the Division of Safety of Dams (DSOD) emergency drawdown standards and replacing the spillway to handle the probable maximum flood (PMF). The construction is scheduled over a seven-year period, with embankment construction taking place from year two through year six, including the implementation of annual interim dam elevation requirements and auxiliary spillway upgrades. The contract, managed by the Santa Clara Valley Water District in California, has a project value estimated between 500 million and 1 billion dollars. It was publicly solicited on August 28, 2024, with responses due by February 19, 2025. The project is open to qualified contractors, with primary contact being Huggen Angeles, reachable via email or phone. The scope emphasizes significant structural modifications to improve seismic resilience, flood conveyance capacity, and overall dam safety, reflecting a comprehensive effort to modernize and secure the dam infrastructure for future safety standards.

General Info

Agency

California → Santa Clara Valley Water District

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

CA, USA

Set-Aside

NONE

Documents

No documents available

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Timeline

PhaseClosed

PostedAug 28

Solicitation

Response DeadlineFeb 19

Deadline has passed

Submission Closed

02/19/2025, 12:00:00 AM UTC

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Organization & Contact Information

AgencyCalifornia → Santa Clara Valley Water District

Contacts1 person available

OfficeN/A

Organization / AgencyCalifornia → Santa Clara Valley Water District

Office AddressN/A

Contacts

Huggen Angeles

contact@example.gov

+1 (555) 000-0000

Full Description

The Project objective is to replace most of the existing dam embankment with a zoned earthen embankment to withstand the maximum considered earthquake (MCE), replace existing outlet works to meet Division of Safety of Dams (DSOD) emergency drawdown criteria, and replace the existing spillway to convey the probable maximum flood (PMF). Duration of construction will be 7 years with embankment construction occurring in year 2 through year 6 with annual interim dam elevation requirements and auxiliary spillway construction.