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Rattlesnake Dam Outlet Pipe Rehabilitation

Active
20260827045State & Local

Contract Overview

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

AI Contract Overview

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The Irvine Ranch Water District is soliciting bids for the Rattlesnake Dam Outlet Pipe Rehabilitation project in Irvine, California. The selected contractor will provide all necessary labor, materials, and equipment to rehabilitate approximately 425 linear feet of 24-inch cement mortar-lined and coated steel pipe and 690 linear feet of 30-inch bar-wrapped steel pipe using trenchless technology. The scope of work also includes significant improvements to the dam outlet structure. Key tasks involve the demolition of the highest outlet intake structure, the installation of three district-furnished butterfly valves and actuators, and the construction of air vent piping. Additionally, the contractor must replace the stainless steel channel and modify valve stem supports and improvements according to the provided plans and specifications. Responses for this solicitation are due by September 17, 2026.

General Info

Bids for Rattlesnake Dam pipe rehabilitation and outlet structure improvements due September 17, 2026.

Agency

California → IRVINE RANCH WATER DISTRICTView Agency

NAICS

237110 - Water and Sewer Line and Related Structures ConstructionView NAICS

Place of Performance

Irvine, CA, 92620, USA

Set-Aside

NONE

Documents

(2)

Project Manual – Rattlesnake Dam Outlet Pipe Rehabilitation (Project No. 12101)

PDF•ifb

Project 12101 Rattlesnake Dam Outlet Pipe Rehabilitation Construction Plans

PDF•specifications

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Timeline

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Organization & Contact Information

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AgencyCalifornia → IRVINE RANCH WATER DISTRICT
Contacts1 person available
OfficeN/A
Organization / Agency
California → IRVINE RANCH WATER DISTRICT
View Agency Profile
Office AddressN/A
Contacts
Laura Gates

Full Description

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Bid #12101: The work to be performed by the Contractor under these Specifications shall consist of furnishing all labor, materials, equipment, and incidentals necessary to rehabilitate approximately 425 linear feet of 24-inch cement mortar-lined and coated (CML&C) steel pipe between the dam outlet structure and the meter vault, and approximately 690 linear feet of 30-inch bar-wrapped steel pipe between the meter vault and the strainers using trenchless technology. The work shall also include improvements to the dam outlet structure, including demolition of the highest outlet intake structure; replacement of the existing three butterfly valves and actuators (District-furnished); modification and replacement of valve stem supports; construction of air vent piping; replacement of the stainless steel channel; and valve stem improvements, all at the locations, elevations, and dimensions shown on the Plans and in accordance with these Specifications.

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