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Sewer Lift Station S-29 Decommissioning and Force Main Replacement – Harbor Development Permit No. 26-015

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State & Local

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The Port of Long Beach is overseeing the decommissioning and abandonment of Sewer Lift Station S-29, also known as the Catalina Station, under Harbor Development Permit No. 26-015. The project involves the removal of a 3-inch PVC force main and the abandonment of a 700 lineal foot asbestos cement force main. New infrastructure will be installed, including approximately 858 lineal feet of a 6-inch sewer lateral and 471 lineal feet of a 10-inch high density polyethylene HDPE sewer force main. Additionally, a 20-inch steel casing with a 10-inch HDPE carrier pipe will be installed via trenchless methods for approximately 207 lineal feet to serve the Queen Mary. The work is located at 1126 Queens Highway within Harbor Planning District 9, Queensway Bay in Long Beach, California. This project is classified under NAICS code 237110 and has been granted a Notice of Exemption under the California Environmental Quality Act, citing categorical exemptions for existing facilities, replacement or reconstruction, and minor land alterations. The project is managed by the Port of Long Beach City of Long Beach Harbor Department Environmental Planning Division, with key coordination provided by the Manager of Engineering and Environmental Specialist Associate.

General Info

Long Beach Utilities will decommission Station S-29 and replace sewer force main infrastructure.

Agency

California → Long Beach, Port of

Place of Performance

Long Beach, CA

Set-Aside

NONE

Documents

0

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Organization & Contact Information

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AgencyCalifornia → Long Beach, Port of
Contacts2 people available
OfficeN/A
Organization / Agency
California → Long Beach, Port of
Office AddressN/A
Contacts
Danna MonzonManager of Engineering
Jennifer WilliamsEnvironmental Specialist Assoc.

Full Description

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Long Beach Utilities to decommission and abandon existing Sewer Lift Station S-29 (Catalina Station) and replacement of an existing force main consisting of the removal of 3-inch Polyvinyl Chloride (PVC) force main line, trenching of approximately 858 lineal feet of asphalt and soil for installation of a new 6-inch sewer lateral; trenching of approximately 471 lineal feet of asphalt and soil for installation of a new 10-inch-high density polyethylene (HDPE) sewer force main. A trenchless installation of approximately 207-linear feet would be used to install a 20-inch steel casing with a 10-inch HDPE carrier pipe serving the Queen Mary. An existing 10-inch asbestos cement force main approximately 700 lineal feet long will be abandoned in place at the site.

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Same NAICS industry code

NAICS: 237110
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Morgans Branch Force Main and Pump Station Improvements
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The Morgans Branch Force Main and Pump Station Improvements project, identified as Project No. SRP-W-134-0290, 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 in North Carolina. 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 a performance period of 560 calendar days from the issuance of the Notice to Proceed. The contract is administered by the City of Belmont, with Willis Engineers serving as the project engineer. Award will be granted to the responsible bidder submitting the lowest responsive bid, with evaluation criteria focusing on qualifications, financial ability, and strict adherence to bidding documents, including the submission of MWBE Good Faith Efforts and Table A. The agreement utilizes EJCDC standard forms, specifically the C-700 General Conditions and C-800 Supplementary Conditions. Required submissions for the successful bidder include performance and payment bonds and proof of insurance. Payment is processed via monthly applications for payment reviewed by the engineer. All work must comply with ANSI/AWWA Specifications C151/A21.51 for ductile iron pipe and North Carolina Administrative Code for sanitary sewer clearances.
Don Moorhead Construction, Inc.

POSTED

about 13 hours ago

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in 24 days
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