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This Sources Sought opportunity from Department Of Defense was posted on April 19, 2022. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Water Wells

Closed
MR0001Federal

Contract Overview

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

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NAICS: 237110
New
Morgans Branch Force Main and Pump Station Improvements
Solicitation # SRP-W-134-0290
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, North Carolina, with an estimated value 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 facility, including the installation of pumps, a generator, odor control equipment, new gravity sewers, and manholes, while managing by-pass pumping, testing, and commissioning. 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. Bids are due by November 12, 2026, and must be submitted using the EJCDC C-410 Bid Form. The project is governed by EJCDC standard general and supplementary conditions, requiring performance and payment bonds and proof of insurance. Technical standards include AWWA Specification C-600 for pipelines, NEMA MG1 for motors, and AWS D1.2 for aluminum welding. Project administration is managed by the City of Belmont with Willis Engineers serving as the project engineer. Payment is processed via Applications for Payment, with terms set at 30 days after presentation to the owner.
Don Moorhead Construction, Inc.

POSTED

about 6 hours ago

DEADLINE

in 20 days

General Info

NAICS

237110 - Water and Sewer Line and Related Structures Construction

Place of Performance

Beale AFB, CA, 95903, USA

Set-Aside

NONE

Documents

0

No documents available

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Timeline

PhaseClosed
Posted

Sources Sought

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → FA4686 9 Cons Pk
Contacts2 people available
OfficeBEALE AFB, CA, 95903-1702, USA
Office AddressBEALE AFB, CA, 95903-1702, USA

Full Description

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Beale AFB request interest for installing new water well systems. This notice is for market research purposes only and no requirement exists at this time. The information furnished will assist Contracting in understanding the business environment and market capabilities. The below well systems could be agricultural and/or commercial. Major Work Elements Water Well Install new 6 water well with industry standard steel casing to a sufficient depth capable of maintaining approximately 10 gallons per minute (GPM) flow to an existing on-site storage tank and existing livestock water tank with non-potable water from the aquifer system below. Install drive shoe, conductor seal, new well pump and control system. Flow meter, water softener, and filtration are NOT required. Electrical Water well will be powered by an existing pole mounted transformer located across the street. Provide new power supply wires and route overhead to an existing wooden pole located adjacent to the existing storage tank. Provide transition down pole to underground. Provide new electrical disconnect located near the well or at power pole and trench new wiring as needed. Plumbing Reduce piping sizes on the 4-inch outlet from tank to 2-inch and replace the existing gate valve with a brass ball valve and match piping to existing connections. Install new 2-inch brass wye strainers inline on both outlets after the valves. Rearrange piping as needed. Modify piping to existing booster pump. Match reduced piping to existing booster pump piping. Provide valves and piping for a bypass of the booster pump. Bypass features shall be galvanized steel with brass valves, installed above grade. Above grade protective box to be modified as needed to accommodate bypass piping or replaced with new. Replace above ground portions of 1-inch booster pump piping with 1-inch galvanized streel piping Provide approximately 120-feet of flexible 1-inch piping, approved for direct burial, from the existing storage tank outlet under the road through an existing 4-inch steel pipe sleeve (piping from former well) to a location adjacent to the train tracks. Provide appropriately sized new piping from new well to existing pressure/storage tank.

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