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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.

Steel Piling and Concrete Lagging Installation

Closed
State & Local

Contract Overview

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The contract involves the installation of HP 12x53 steel piles driven 10 feet into bedrock, accompanied by concrete lagging intended for slope stabilization. This subcontract, titled "Steel Piling and Concrete Lagging Installation," is issued by the West Virginia Department of Transportation and pertains to work to be performed in Putnam. The scope of work is focused on ensuring structural stability through the embedding of steel piles deep into the bedrock and securing the slope with concrete lagging. This solicitation falls under the NAICS code 238910, which relates to site preparation contractors, indicating specialized construction work. The solicitation and response deadline are both set for May 19, 2026. No specific set-aside type or organizational requirements are mentioned, and there is limited information regarding the point of contact or detailed address for the office. The contract opportunity is accessible through the West Virginia Department of Transportation’s electronic bidding platform.

General Info

Installation of HP steel piles and concrete lagging for slope stabilization in Putnam, WV.

Agency

West Virginia Department of TransportationView Agency

NAICS

238910 - Site Preparation ContractorsView NAICS

Place of Performance

Putnam, 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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Install HP 12x53 steel piles driven 10 feet into bedrock, with concrete lagging for slope stabilization.