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Joint Outfall H Trunk Sewer Group 2 Rehabilitation

Active
State & Local

Contract Overview

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The Joint Outfall H Trunk Sewer Group 2 Rehabilitation project, managed by the Los Angeles County Sanitation District, involves the rehabilitation of approximately 13,320 feet of 21- to 42-inch diameter reinforced concrete pipe and the protective coating of 39 manholes. The scope of work utilizes cured-in-place pipe lining to restore structural integrity and hydraulic capacity across several segments, including Units 8E, 8K, 8M, 8H, 8G, and Dalton Trunk Section 3. Performance is located within the City of Baldwin Park, Irwindale, Azusa, West Covina, and unincorporated areas of Los Angeles County. This project is currently categorized as a forecast with a posted date of July 29, 2025. It is exempt from the California Environmental Quality Act under Guidelines Section 15301 and Public Resources Code Section 21080(b)(4), as the work consists of repairs to existing public facilities without expansion of use. Administrative oversight is provided by Project Engineer Marvin Holmes, and the project is governed by local municipal and environmental regulations rather than federal acquisition standards. No specific contract value, performance timeline, or formal evaluation criteria have been disclosed in the available documentation.

General Info

Rehabilitate 13,320 feet of sewer pipe and 39 manholes using CIPP lining in Los Angeles County, no new construction.

Agency

California → Los Angeles County Sanitation District

Place of Performance

CA

Set-Aside

NONE

Documents

0

No documents available

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Timeline

Posted

forecast

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Organization & Contact Information

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AgencyCalifornia → Los Angeles County Sanitation District
Contacts1 person available
OfficeN/A
Organization / Agency
California → Los Angeles County Sanitation District
Office AddressN/A
Contacts
Marvin HolmesEngineer Associate III

Full Description

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This project consists of rehabilitation of approximately 13,320 feet of existing 21- to 42-inch diameter reinforced concrete pipe (RCP) on the Joint Outfall H Unit 8E Trunk Sewer, Joint Outfall H Unit 8K Relief Trunk Sewer, Joint Outfall H Unit 8M Relief Trunk Sewer, Joint Outfall H Unit 8M Trunk Sewer, Dalton Trunk Section 3, Joint Outfall H Unit 8H Trunk Sewer, and Joint Outfall H Unit 8G Trunk Sewer with cured-in-place pipe (CIPP) lining and rehabilitate approximately thirty-nine (39) manholes with a protective coating system.

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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 6 hours ago

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in 20 days
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