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This Pre-Solicitation opportunity was posted on April 1, 2008. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Removal and re-installation of sewage main

Closed
21082887S1SewageFederal

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 3 hours ago

DEADLINE

in 20 days

General Info

Agency

N/A

NAICS

237110 - Water and Sewer Line and Related Structures Construction

Place of Performance

USCG Sector Key West 100 Trumbo Point Key West, Fl 33040, KEY WEST, FL, 33040, USA

Set-Aside

SBA

Documents

0

No documents available

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Timeline

PhaseClosed
Posted

Presolicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyN/A
Contacts2 people available
OfficeN/A
Organization / Agency
N/A
Office AddressN/A

Full Description

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POC: Jeff Glidewell Phone: 305-292-8830 Email - Jeffery.E.Glidewell@uscg.mil Site Survey - Site survey scheduled for 14 - 18 April 08. Please contact Jeff Glidewell to schedule appointment Commencement date of project: On or about 12 May 2008 PROJECT DESCRIPTION This solicitation requires the contractor to furnish all labor and material s necessary to complete the renovation of piers D2 North and South sanitary force main located at USCG Sector Key West, Key West FL. DESCRIPTION OF WORK D2 North Pier: Remove and dispose of 550 linear feet of ductile iron sanitary discharge line. Remove and dispose of 23 concrete anchor pads. Repair unfinished concrete areas at the 23 concrete anchor pad locations. Install new 4 inch schedule 80 bell-on piping with cleanout located forward of first manifold ensuring pipe is pitched for adequate draining, reconnect to manifolds and MJ connections renewing seals above grade. New piping will be supported every four feet with aluminum pipe stands with pipe clamps. Height of pipe stands will be 18 inches from base to bottom of pipe. The two manifolds will be supported on both sides of flange ends, an anchored to concrete grade. In addition another support will be provided at hose connection flange and anchored to concrete grade. D2 South: Remove and dispose of 200 linear feet of ductile iron sanitary discharge line. Remove and dispose of waste oil manifold, out of service sewage manifold and cap below grade. Repair all concrete areas disturbed by removal of existing sanitary line and manifolds. Install new 4 inch schedule 80 bell-on piping with cleanout located forward of first manifold ensuring pipe is pitched for adequate drainage , reconnect to manifolds and MJ connections renewing seals above grade. New piping will be supported every four feet with aluminum pipe stands with pipe clamps. Height of pipe stands will be 18 inches from base to bottom of pipe. Relocate aft manifold just forward of electrical panel, move middle manifold to location determined by COTR and completely remove forward manifold and turn over to COTR for storage. Manifolds will be supported on both sides of flange ends, an anchored to concrete grade. In addition another support will be provided at hose connection flange and anchored to concrete grade.

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