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This Government Contract opportunity from West Virginia was posted on May 19, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Construction Materials Supply – Pile Materials and Concrete

Closed
State & Local

Contract Overview

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This contract involves the supply of essential construction materials including steel or concrete piles, reinforcing materials, and Department of Transportation-compliant ready-mix concrete. These materials are intended for use in the construction of pile walls and structural components specifically at a slope stabilization site. The project is based in Marshall and is overseen by the West Virginia Department of Transportation. The solicitation was posted and has a response deadline of May 19, 2026. The contract is categorized under the NAICS code 327320, which covers ready-mix concrete manufacturing. It is issued as a subcontract opportunity, though no specific set-aside provisions are indicated. The contract is focused on ensuring the provision of high-quality materials necessary to support infrastructure stability and safety improvements in the designated location.

General Info

Supply of steel, concrete piles, reinforcing materials, and DOT-ready mix concrete for slope stabilization.

Agency

West Virginia Department of TransportationView Agency

NAICS

327320 - Ready-Mix Concrete ManufacturingView NAICS

Place of Performance

Marshall, WV, US

Set-Aside

NONE

Documents

(0)

No documents available

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Timeline

PhaseClosed
Posted

subcontract

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyWest Virginia Department of Transportation
ContactsNo contacts available
OfficeN/A
Organization / Agency
West Virginia Department of Transportation
View Agency Profile
Office AddressN/A
ContactsNo contact information available

Full Description

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Supply of steel or concrete piles, reinforcing materials, and DOT-compliant ready-mix concrete for pile wall and structural components at the slope stabilization site.