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Casey Lane and Swanston Lane Water Pipeline Replacement

Active
State & Local

Contract Overview

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The City of Gilroy is undertaking the Casey Lane and Swanston Lane Water Pipeline Replacement project in Gilroy, California. The scope of work involves the installation of approximately 2,500 linear feet of 10-inch ductile iron pipeline. On Casey Lane, 640 feet of pipeline will be installed, including 120 feet of pipeline encased in 24-inch diameter welded steel casing using trenchless methods to cross Union Pacific Railroad tracks. On Swanston Lane, 1,860 feet of pipeline will be installed between Leavesley Road and Forest Street using open trench methods. The project also includes the abandonment of existing pipelines and the replacement of two fire hydrants to meet current codes. The project is classified as a forecast under NAICS code 237110 and is managed by Utilities Director Heath McMahon. Administrative records indicate the project has filed for CEQA environmental exemptions under California Public Resources Code sections 21080(b)(1) and 21083, with filings processed through the Santa Clara County Clerk-Recorder's Office. All work is to be performed within public rights-of-way and existing easements. No specific contract value, performance period, or federal acquisition clauses have been established in the provided documentation.

General Info

Gilroy replaces aging water lines with 10-inch ductile iron pipelines on Casey and Swanston Lanes, includes hydrant upgrades and trenchless methods under railroad.

Agency

California → City of Gilroy

Place of Performance

Casey Lane from Monterey Road to Swanston Lane, Swanston Lane from Leavesley Road to Forest St, Gilroy, CA, 95020

Set-Aside

NONE

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Timeline

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Organization & Contact Information

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AgencyCalifornia → City of Gilroy
Contacts1 person available
OfficeN/A
Organization / Agency
California → City of Gilroy
Office AddressN/A
Contacts
Heath McMahonUtilities Director

Full Description

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On Casey Lane, the existing four-inch water pipeline would be abandoned in place, and approximately 640 feet of 10-inch ductile iron pipeline would be installed in public right-of-way and the existing public easement across the Union Pacific Railroad (UPRR} tracks. Approximately 120 feet of pipeline encased in 24-inch diameter welded steel casing would be installed using trenchless methods under the UPRR tracks on the west side of Casey Lane. The rest of the project would be installed using open trench methods. The existing hydrant on Casey Lane approximately 40 feet east of the Union Pacific Railroad would be replaced with a new hydrant meeting current code. On Swanston Lane, approximately 400 feet of existing six-inch water pipeline would be removed, and the rest abandoned. Approximately 1,860 feet of 10-inch ductile iron pipeline would be installed in public right-of-way between Leavesley Road and Forest Street using open trench methods. The existing hydrant on the southwest corner of the Swanston Lane/Wheeler Street intersection would be replaced with a new hydrant meeting current code.

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Same NAICS industry code

NAICS: 237110
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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 comprehensive 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 contractor is responsible for delivering a fully operational station featuring mechanical and electrical systems, including pumps, a generator, and odor control equipment, along with new gravity sewers and manholes. The contract is a small business set-aside and will be awarded to the responsible bidder submitting the lowest responsive bid. Bids must be submitted using the EJCDC C-410 form and include a bid bond, evidence of signing authority, and MWBE compliance documentation. Performance and payment bonds are required upon award. Project administration follows EJCDC standard general and supplementary conditions, with payments processed monthly via applications for payment reviewed by the Engineer. Final acceptance is contingent upon a substantial completion inspection, the resolution of a punch list, and a final inspection conducted by the Owner, Contractor, and Engineer.
Don Moorhead Construction, Inc.

POSTED

about 7 hours ago

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