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Asphalt Concrete Pavement – Wearing Course

Active

State & Local

Response Deadline08/11/2026, 02:00:59 PM UTC

Contract Overview

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

AI Contract Overview

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The contract requires the placement of 95 cubic yards of asphalt concrete wearing course to serve as the final riding surface, with strict adherence to density and smoothness specifications to ensure durability and safety. This work is part of a subcontract under the West Virginia Department of Transportation, specifically for a project location in Doddridge, West Virginia, and falls under the NAICS code 237310 for Highway, Street, and Bridge Construction. The solicitation was posted on August 11, 2026, with a response deadline set for the same time and date, indicating a same-day submission process. The effort is intended to meet state-level infrastructure standards, and performance must comply with technical requirements for surface quality without room for deviation in compaction or finish. The contract is accessible through the provided UI link for bidding and submission purposes.

General Info

Place 95 cubic yards of asphalt concrete in Doddridge, WV, meeting strict density and smoothness standards for highway construction.

Agency

West Virginia Department of TransportationView Agency

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

Doddridge, WV, US

Set-Aside

NONE

Documents

(0)

No documents available

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Timeline

PostedAug 11

subcontract

Response DeadlineAug 11

Submission deadline

Response Deadline

08/11/2026, 02:00:59 PM UTCin 18 days

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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

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Office AddressN/A

ContactsNo contact information available

Full Description

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Placement of 95 cubic yards of asphalt concrete wearing course as the final riding surface, meeting density and smoothness specifications.

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