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Joint Outfall H Unit 3 Trunk Sewer Rehabilitation

Active
State & Local

Contract Overview

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The Joint Outfall H Unit 3 Trunk Sewer Rehabilitation project, managed by the Los Angeles County Sanitation Districts, involves the rehabilitation of approximately 2,786 feet of corroded reinforced concrete pipe with diameters of 57 and 66 inches. The scope of work includes the installation of a cured-in-place pipe liner and or a spiral-wound PVC liner, as well as the application of a protective coating system to 10 manholes. The project is classified under NAICS code 237110 and is currently listed as a forecast. The performance area is located within the cities of Downey and Pico Rivera, California. Key locations include the LADWP transmission line right-of-way near Bangle Road and Guatemala Street, the LACMTA Metro Division 4 Yard, Telegraph Road, and the IACFCD Rio Hondo Spreading Basins. Project administration is led by Environmental Planner Patricia Horsley and Supervising Engineer Ziad El Jack. The project has been granted a Notice of Exemption under CEQA, citing both categorical and statutory emergency-related exemptions.

General Info

LACSD project to rehabilitate 2,786 feet of sewer pipe and 10 manholes.

Agency

California → Los Angeles County Sanitation District

Place of Performance

Bangle Road and Guatemala Street, CA

Set-Aside

NONE

Documents

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Timeline

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Organization & Contact Information

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AgencyCalifornia → Los Angeles County Sanitation District
Contacts2 people available
OfficeN/A
Organization / Agency
California → Los Angeles County Sanitation District
Office AddressN/A
Contacts
Patricia HorsleyEnvironmental Planner
Ziad El JackSupervising Engineer

Full Description

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The project will rehabilitate approximately 2,786 feet of existing 57- and 66-inch diameter corroded reinforced concrete pipe (RCP) on the Joint Outfall H Unit 3 Trunk Sewer with a cured-in-place pipe (CIPP) liner and/or a spiral-wound PVC liner and I0 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 for the City of Belmont, North Carolina, involves the construction of 16,435 linear feet of new 20-inch ductile iron force main and extensive upgrades to the existing Morgans Branch Pumping Station. The scope of work includes the installation of a new wet well, valve vault, and associated appurtenances, as well as the demolition of existing pumps and piping. Key deliverables include the installation of mechanical and electrical systems, such as pumps, a generator, and odor control equipment, along with new gravity sewers and manholes. The project has an estimated value of 16,690,000 dollars and is governed by EJCDC standard general and supplementary conditions. The contract will be awarded to the responsible bidder submitting the lowest responsive bid, with a strong emphasis on MWBE compliance through the submission of Good Faith Efforts and Table A documentation. Bidders must provide bid security equal to 5 percent of their maximum bid price and are required to furnish performance and payment bonds upon award. Performance is subject to liquidated damages of 1,000 dollars per day for failure to meet substantial completion deadlines. Payment is processed monthly via applications for payment, with funds becoming due 30 days after presentation to the owner. Quality assurance is maintained through rigorous inspection standards, including compliance with AWS, SMACNA, NEMA, and ASTM specifications.
Don Moorhead Construction, Inc.

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