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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 Pile Driving and Drilled Shaft Construction

Closed
State & Local

Contract Overview

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

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NAICS: 238910
New
SLED
Demolition of Unclaimed Freight Company Building
Solicitation # 27-2084-1118
Solicitation RFQ No. 27-2084-1118, issued by the City of Newport News Codes Compliance department, seeks a contractor for the demolition and removal of a 17,775-square-foot commercial structure located at 10615 Jefferson Avenue, Newport News, VA. The building has been deemed an unsafe structure and fire hazard, leading to a court-ordered demolition. The scope of work includes the removal and legal disposal of all personal property and debris, though a specific revision in Addendum 1 excludes the removal of the concrete slab. The project must be completed within 15 days, with liquidated damages of 500.00 dollars per calendar day assessed for delays beyond the substantial completion date. The contract will be awarded to the lowest responsive and responsible bidder based on the total bid price, considering factors such as technical capacity, past performance, and financial resources. Bidders must submit a bid bond of 5 percent of the bid amount, a W-9, and a list of at least three similar projects completed within the last five years. The successful contractor must adhere to the Hampton Roads Planning District Commission Regional Construction Standards, Sixth Edition, and the Newport News City Code. Additionally, the contractor is required to use the Projectmates system for electronic invoicing and must comply with various federal and state nondiscrimination and safety laws. Payment terms are set to Net 30 Days unless otherwise specified.
Codes Compliance

POSTED

about 16 hours ago

DEADLINE

in 4 days

AI Contract Overview

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The contract involves driving HP steel piles and constructing drilled shafts using Class DC concrete, with specific technical requirements that include wave equation analysis to evaluate pile drivability and a refusal criterion of 20 blows per inch to determine when pile driving has reached adequate load-bearing capacity. The work is scoped under NAICS code 238910, indicating a specialized construction activity focused on site preparation and foundation work, and is structured as a subcontract for a state infrastructure project. Performance of the work is designated to occur in Hardy, West Virginia, under the oversight of the West Virginia Department of Transportation. Although the solicitation and response deadlines are listed as the same date, this may indicate a technical or administrative quirk in the posting system, and bidders are expected to adhere strictly to all technical specifications provided by the agency. The absence of a set-aside designation or point of contact information suggests the details may be available through the provided digital link or direct inquiry with the department.

General Info

Drive HP steel piles and drilled shafts using Class DC concrete; meet refusal criteria 20 blows/inch.

Place of Performance

Hardy, WV, USA

Set-Aside

NONE

Documents

This scope was carved out of 2022160008.

The full solicitation package (26 documents), including the RFP, is on the prime solicitation, not on this scope.

View the prime solicitation

Call 001 2022160008

AI Contract Breakdown

Uniform Contract Format

No documents to break down

The breakdown needs solicitation documents. None were found from this contract's source.

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
Office AddressN/A
ContactsNo contact information available

Full Description

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Driving HP steel piles and constructing drilled shafts using Class DC concrete, with wave equation analysis and refusal criteria of 20 blows per inch.

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