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Pearblossom Concrete Pad Replacement (OM-SFD-2026-003)

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 California Department of Water Resources is seeking a contractor for the Pearblossom Concrete Pad Replacement project, identified as OM-SFD-2026-003. The scope of work involves the demolition and removal of an existing concrete pad at the Pearblossom Pumping Plant in Los Angeles County and the installation of a new replacement pad for a KYB Transformer. All project activities, including access and execution, will take place within the DWR right of way. The new concrete pad must measure 24 feet by 28 feet with a height of 18 inches and be poured using a concrete truck. To ensure seismic stability, the contractor must excavate the sub-surface to approximately 36 inches to accommodate a 48 inch thick stable pad. This project is classified as routine maintenance under CEQA Class 1 for existing facilities and is expected to have no environmental impacts. The project is categorized under NAICS code 237990 and is managed by the DWR Division of Operations and Maintenance.

General Info

Replace existing pad with larger seismic-resistant concrete pad for KYB Transformer at Pearblossom Pumping Plant.

Agency

California Water Resources, Department of

Place of Performance

116th Street E, Pearblossom Hwy, CA

Set-Aside

NONE

Documents

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Organization & Contact Information

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AgencyCalifornia Water Resources, Department of
Contacts2 people available
OfficeN/A
Organization / Agency
California Water Resources, Department of
Office AddressN/A
Contacts
Janine BeckEnvironmental Scientist
Sara LowryEnvironmental Program Manager

Full Description

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Department of Water Resources (DWR) and Contractor will demolish and remove an existing concrete pad and pour a new pad of the same size for a KYB Transformer at the Pearblossom Pumping Plant. The concrete pad will be 24 feet x 28 feet x 18 inches high poured by concrete truck. The sub surface will be excavated to approximately 36 inches to make room for a 48 inch thick seismically stable pad. All access and work is within DWR right of way.

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