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Eleanor Bridge Interim Repair Project

Active
State & Local

Contract Overview

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

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The Eleanor Bridge Interim Repair Project, managed by the City and County of San Francisco and the San Francisco Public Utilities Commission, involves critical infrastructure restoration at Lake Eleanor in Tuolumne County, California. The primary scope of work includes replacing a damaged 1-2 inch thick concrete overlay on the bridge deck with a new composite system consisting of methacrylate primer and impervious polyester polymer concrete. Additionally, the project entails minor repairs to the bridge soffit and extensive concrete restoration across various dam structures, including the downstream spillway bays and piers, the foundation of the training or diversion wall, specific reservoir arches, and the east and west gravity wall sections on the upstream side of the dam. The project is classified under NAICS code 237310 and was officially approved on April 11, 2026, following a construction contract approval on March 10, 2026. Administrative oversight is provided by Senior Planner Timothy Johnston and Project Applicant Kelly Yong of the San Francisco Public Utilities Commission. Environmental compliance has been addressed through a Notice of Exemption finalized on July 31, 2026, based on categorical exemptions under CEQA.

General Info

Replace bridge deck overlay with polymer concrete, repair soffit, spillway, piers, walls; San Francisco manages project.

Agency

California → City and County of San Francisco

Place of Performance

CA

Set-Aside

NONE

Documents

0

No documents available

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Organization & Contact Information

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AgencyCalifornia → City and County of San Francisco
Contacts2 people available
OfficeN/A
Organization / Agency
California → City and County of San Francisco
Office AddressN/A
Contacts
Timothy JohnstonSenior Planner
Kelly YongProject Applicant

Full Description

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Replace the existing damaged 1-2-inch-thick concrete overlay atop the existing bridge deck with a new composite overlay comprised of impervious polyester polymer concrete ( PPC) and methacrylate primer. Additional minor repairs on the soffit (underside) of the bridge. • The Phase 2 scope of work proposes concrete repair on specific areas of the spillway bays and piers on the downstream side of the dam, the foundation of the training or diversion wait, certain arches atop of the reservoir, and along the west and east gravity wall sections of concrete on the upstream side of the dam.

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