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This Solicitation opportunity from Texas was posted on April 7, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Little Walnut Crk-Glenn Ln/Slayton Dr Storm Drain Improvemen

Closed
142387State & Local

Contract Overview

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

Active Opportunities Like This One

NAICS: 237110
New
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Solicitation # SRP-W-134-0290
The Morgans Branch Force Main and Pump Station Improvements project, solicitation number 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 Belmont, 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 utilizes EJCDC standard forms for its contracting requirements. The contract will be awarded to the responsible bidder submitting the lowest responsive bid, with evaluation based on qualifications, financial ability, and strict adherence to bidding documents. Bidders must provide a bid bond, evidence of authority to do business in North Carolina, and documentation of good faith efforts to meet MBE and WBE participation goals, which are set at 10 percent combined for the state and approximately 10.9 percent for MBE and 10.4 percent for WBE per EPA goals. Performance and payment bonds, as well as proof of insurance, are required. 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 payments becoming due 30 days after presentation to the owner.
Don Moorhead Construction, Inc.

POSTED

about 5 hours ago

DEADLINE

in 15 days
NAICS: 237110
New
Main Wastewater Treatment Plant Secondary Reactors Rehabilitation Phase 2 in CA
Solicitation # main-wastewater-treatment-plant-secondary-reactors-rehabilitation-phase-2-ca
Garney Pacific, Inc. is seeking quotes from qualified subcontractors for the Main Wastewater Treatment Plant Secondary Reactors Rehabilitation Phase 2 project located in Oakland, California, for the East Bay Municipal Utility District. The comprehensive scope of work involves the rehabilitation of covered and open concrete structures, including resurfacing, restoration, and the installation of FRP reinforcing systems and access hatches. Technical requirements include the relining, modification, or replacement of steel and ductile iron pipes, installation of valves and piping appurtenances, and the operation of a temporary 11 MGD pumped bypass. Additional tasks encompass electrical and instrumentation upgrades, rehabilitation of reactor mixers and aerators, motor control center component replacement, sluice and slide gate modifications, and general excavation and surveying. This solicitation is open to small businesses, including certified VOSB, SDVOSB, WOSB, and HUBZone entities, with a specific emphasis on DBE, MBE, WBE, and SBE subcontractors. All subcontractors are required to utilize union labor and must be prepared to provide a 100 percent Payment and Performance Bond from a US Treasury listed Surety Company, with bond rates submitted at the time of bid for reimbursement. Quotes for services and supplies, including lead abatement, metals fabrication, and trucking, are due by November 17, 2026, with the final bid date set for November 18, 2026. Any exceptions to standard subcontract forms must be submitted as redlines alongside the quote.
Garney Pacific, Inc.

POSTED

about 5 hours ago

DEADLINE

in 23 days

AI Contract Overview

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The project involves the comprehensive relocation and replacement of storm drainage infrastructure in the specified area, including the removal of an existing 30- to 36-inch concrete storm drain system within the street right-of-way and the abandonment of approximately 550 linear feet of the existing pipe within an easement through filling with Controlled Low Strength Material (CLSM). The new storm drain system will feature approximately 1,160 linear feet of reinforced concrete pipe ranging from 18 to 36 inches in diameter, complemented by new curb inlets, concrete headwalls, junction boxes, and manholes to ensure proper drainage. Additionally, the work includes relocating roughly 1,230 linear feet of 6- to 8-inch sewer mains and associated manholes, as well as approximately 400 linear feet of 6- to 8-inch water mains and their respective services, to improve infrastructure resilience and capacity. The contract, titled Little Walnut Creek-Glenn Lane/Slayton Drive Storm Drain Improvements, was posted on April 7, 2025, with a response deadline of May 8, 2025. It is managed by the City of Austin, Texas, under NAICS code 237110, with a project budget estimated between 1.5 million and 3 million dollars. The project aims to enhance stormwater management and utility services in the area, with primary contact being Sofia Johnson, reachable via email or phone. The solicitation is open for qualified contractors to submit proposals through the designated online portal.

General Info

Documents

3

IFB CLMC1112 - Glenn Lane / Slayton Drive Storm Drain Improvements MBE/WBE Packet

PDF, High priority: read this firstifb
High

IFB CLMC1112 - Glenn Lane / Slayton Drive Storm Drain Improvements MBE/WBE Packet

PDF, High priority: read this firstifb
High

IFB_6100_CLMC1112_TECH_DOC_v1 (1).pdf

PDF

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Timeline

PhaseClosed
Posted

Solicitation

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyTexas → City of Austin
Contacts1 person available
OfficeN/A
Organization / AgencyTexas → City of Austin
Office AddressN/A
Contacts
Sofia Johnson

Full Description

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The Work consists of the relocation of an existing 30- to 36-inch concrete storm drain from easement to street right-of-way. Work consists of the removal of the entirety of the existing storm drain system in street right-of-way and abandonment of approximately 550 linear feet of 30- to 36-inch existing storm drain within easement via filling the pipe with Controlled Low Strength Material (CLSM). The new storm drain system consists of eight new curb inlets, approximately 1,160 linear feet of 18- to 36-inch reinforced-concrete-pipe storm drain, and associated concrete headwall, junction box, and manholes. The work also consists of the relocation of approximately 1,230 linear feet of 6- to 8-inch sewer main and associated manholes, and wastewater services, and the relocation of approximately 400 linear feet of 6- to 8-inch water main and associated water services.

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DEADLINE

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DEADLINE

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