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This Government Contract opportunity from Department Of Homeland Security was posted on November 30, 2015. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Re-pipe storm drain at Coast Guard Air Station

Awarded
HSCG28-16-Q-PMW004Federal

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

AI Contract Overview

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This contract, solicitation number HSCG28-16-Q-PMW004, involves the re-piping of a storm drain at the Coast Guard Air Station in Saint Petersburg, Florida. The project is managed by the Department of Homeland Security's Base Miami office. The primary objective is to replace a collapsed clay pipe, located approximately 36 inches deep, which is currently failing to drain into the storm drain catch basin near the fence line. The scope of work focuses on the pipe replacement, as the existing catch basins are reported to be in good condition and do not require replacement. No asphalt removal is expected for access to the basins. While the Coast Guard will mark existing sprinkler lines prior to the start of work, the contractor is advised to exercise caution during excavation due to the age of the base and the potential for unmarked underground utilities.

General Info

Contract Value

$6,900

NAICS

237110 - Water and Sewer Line and Related Structures Construction

Place of Performance

USCG Sector St. Petersburg 600 8th Avenue S.E, SAINT PETERSBURG, FL, 33701, USA

Set-Aside

NONE

Award Issued Date

Documents

0

No documents available

Documents will appear here when they are available.

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Timeline

1 update
PhaseAwarded
Posted

Combined Synopsis

Notice updated

Set-aside removed. The notice description changed.

Awarded

Contract was awarded

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Homeland Security → Base MIAMI(00028)
Contacts2 people available
OfficeMIAMI, FL, 33132, USA
Office AddressMIAMI, FL, 33132, USA
Contacts
Jason BriggsFacilities Engineering Dept
Jose A. CalderonFacilities Engineering Dept.

Full Description

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Added November 17th 2015. See attached pictures of catch basin. RFI questions and answers from contractor. 1. How deep is it to either the top or the bottom of the existing pipe? A: The existing pipe that was exposed by CG personnel was approximately 36 inches deep. 2. What is reason for replacing current pipe? Is it crushed? Does it not have proper fall? Other? A: The existing clay pipe has collapsed and will not draining into the storm drain catch basin located by the fence line. 3. Based on what I read in scope of work, am I correct to interpret that there are two catch basins (one at each end)and they are both in good condition? Therefore neither one needs replaced as part of this solicitation? A: The catch basins seemed to be in good condition. The road catch basin seems to be the old 6 inch clay pipe. I have attached additional pictures of the road catch basin. As for the catch basin by the fence line, it seems to be in good condition. 4. Is there any asphalt that need removed to access the catch basins to tie in the drain pipe? A: It doesn't seem any asphalt needs to be removed to access the catch basins. 5. Are there sprinkler system lines in the area to be excavated? If so, will they be marked prior to work beginning? Or is that the responsibility of contractor? A: There are sprinklers in the area. Sprinkler will be marked by CG personnel before starting the job. 6. Are there any underground utilities in the area to be excavated? A: Doesn't seem any underground utilities exist in the area but I would use caution while excavating. The Coast Guard has been using this base since the 1930s.

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