This Solicitation opportunity from Georgia was posted on August 30, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Old Highway 41/Stilesboro Road Water Mains

Closed

PE-66365-NONST-2025-000000015State & Local

Submission Closed10/01/2024

Contract Overview

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

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NAICS: 237110

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Solicitation # ieua-regional-water-recycling-plant-no-5rp5-offsite-facilities-butterfield-lift-station

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Solicitation # machado-wwtf-upgrade-expansion

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Solicitation # ntua-tuba-city-wwtp-improvements-ntua-2026-tuba-city-az

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BOZEMAN WATER RECLAMATION FACILITY PHASE 1 IMPROVEMENTS

Solicitation # bozeman-water-reclamation-facility-phase-1-improvements

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Solicitation # mwwtp-secondary-reactors-rehabilitation-phase-2-0

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Solicitation # long-prairie-mn-water-treatment-plant-rehab

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Chiquola and Clatworthy Subbasing Sewer Rehab Ph. 3- Town of Honea Path, SC

Solicitation # chiquola-clatworthy-subbasing-sewer-rehab-ph-3-town-honea-path-sc

North American Pipeline Management, LLC is seeking Disadvantaged Business Enterprise subcontractors for the Chiquola and Clatworthy Subbasin Sewer Rehab Phase 3 project located in Honea Path, South Carolina. The solicitation focuses on several specialized scopes of work, including trucking and hauling, traffic control, clearing and grubbing, CCTV services, manhole rehabilitation, CIPP, surveying, and erosion control. The project is designated for specific set-asides, including SBA certified Women-Owned Small Businesses, SAM.gov designated Small Disadvantaged Businesses, and Department of Transportation DBEs. Interested parties must note that the bid date is November 24, 2026, at 2 PM, with a response deadline for the solicitation set for November 19, 2026. Contract documents and plans are available for review through the primary point of contact, Bryce Yarbrough.

North American Pipeline Management, LLC

POSTED

about 7 hours ago

DEADLINE

in 6 days

AI Contract Overview

The project involves the installation of approximately 7,200 linear feet of 12-inch zinc-coated ductile iron pipe to replace an existing 30-inch prestressed concrete cylinder pipe, along with the installation of around 4,800 linear feet of 16-inch ductile iron pipe. Additionally, there is a plan to install 200 linear feet of 12-inch pipe via jack and bore methods. The scope also includes the abandonment of roughly 2,000 linear feet of 16-inch pipe, 3,800 linear feet of 20-inch PCCP, 4,800 linear feet of 24-inch PCCP, and 3,400 linear feet of 30-inch PCCP pipelines. The contract, titled "Old Highway 41/Stilesboro Road Water Mains," is managed by the Cobb County-Marietta Water Authority in Georgia, with a project size estimated between 2 million and 5 million dollars. The solicitation was posted on August 30, 2024, with a response deadline of October 1, 2024. The primary contact for the project is Micah Taylor, reachable via email or phone, and interested parties can find additional details through the provided online link.

General Info

Agency

Georgia → Cobb County-Marietta Water Authority

NAICS

237110 - Water and Sewer Line and Related Structures Construction

Place of Performance

GA, USA

Set-Aside

NONE

Documents

ifb

High

AI Contract Breakdown

Uniform Contract Format

Timeline

1 update

PhaseClosed

PostedAug 30

Solicitation

Notice updatedAug 30

Solicitation number changed from 66365 COBB PE-66365-NONST-2025-000000015 to PE-66365-NONST-2025-000000015.

Response DeadlineOct 1

Deadline has passed

Submission Closed

10/01/2024

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Organization & Contact Information

AgencyGeorgia → Cobb County-Marietta Water Authority

Contacts1 person available

OfficeN/A

Organization / AgencyGeorgia → Cobb County-Marietta Water Authority

Office AddressN/A

Contacts

Micah Taylor

Full Description

Installation of approximately 7,200 LF of 12-inch zinc-coated ductile iron pipe (DIP) to replace existing 30-inch prestressed concrete cylinder pipe (PCCP), installation of approximately 4,800 LF of 16-inch DIP, installation of 200 LF of 12-inch DIP via jack and bore, and the abandonment of approximately 2,000 LF of 16-inch DIP, 3,800 LF of 20-inch PCCP, 4,800 LF of 24-inch PCCP, and 3,400 LF of 30-inch PCCP

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