DSCR B41 Parking Lot Repair
Archived on April 22, 2026. Original response deadline: . Full description on SAM.gov.
Overview
- Response deadline
- 11:59 PM EDT
- Posted
- April 1, 2026
- Notice type
- Solicitation
- Set-aside
- Total Small Business Set-Aside (FAR 19.5)
- NAICS
- 237310: Highway, Street, and Bridge Construction
- Agency
- Department of WarDEFENSE LOGISTICS AGENCY
Notice details
- Office
- DCSO.DCSO RICHMOND.DCSO RICHMOND DIVISION #1
- Place of performance
- GRASSY CREEK, Virginia, 23237
- PSC
- Z1LB: MAINTENANCE OF HIGHWAYS/ROADS/STREETS/BRIDGES/RAILWAYS
- Last updated
- Nov 2, 2026
- First published
- Last updated on SAM.gov
Identifiers
- Solicitation number
- SP470326Q0027
- Notice ID
- f5d3f649a46c4c7c829f69d94b8ca408
Description
RFI's:
1. Material Specification
The required material for the 4" open-graded drainage layer should be a hard, durable, crushed aggregate that meets the gradation for a Rapid Draining Material (RDM) or Open Graded Material (OGM) as specified in UFC 3-250-01, Chapter 20. The material must provide sufficient stability for construction equipment and have a minimum permeability of 1,000 ft/day.
2. Compaction Requirements
This layer must be compacted. Per UFC 3-250-01, Appendix B, compaction of drainage layers is achieved with a specified effort, in this case, six passes of a 10-ton vibratory roller, rather than a final density percentage. This ensures the aggregate is stable without crushing it, which would reduce its permeability.
3. Additional Installation Requirements
Based on UFC 3-250-01, the following additional requirements apply:
- Separation Layer: A granular separation layer (minimum 50 CBR) or an approved geotextile fabric must be placed directly beneath the drainage layer to prevent contamination from the subgrade.
- Placement: The aggregate should be placed to ensure uniform thickness and prevent segregation. It should be placed on the prepared VDOT 21A subbase to a compacted thickness of 4 inches.
- Protection: The completed drainage layer must be protected from contamination and disturbance. The subsequent pavement layer should be placed as soon as possible.
4. Gazebo - DLA will move the gazebo before work commences. The contractor is not responisble for this action.
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Update 30 March 2026:
Typos identified. The CORRECT timing for this RFQ is:
Questions: 31 March 2026, end of day
Quotes Due: 7 April 2026, end of day.
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Solicitation
Defense Supply Center Richmond (DSCR) B41 Parking Lot Repair
This is a solicitation for services prepared in accordance with the format in FAR Part 12, as supplemented with additional information included in this notice. The solicitation number SP4703-26-Q-0027 is issued as a request for quote (RFQ). The resulting contract will be a firm-fixed price award with an expected Period of Performance of 60 days from the issuance of the contract award. This acquisition is set-aside for 100% small businesses. The North American Industry Classification System (NAICS) Code is 237310 (Parking Lot Repair). The small business size standard is $45M. Department of Labor Wage Determination based on location of the service provided (Richmond, VA). Partial proposals will not be accepted.
For an offer to be considered for award, the contractor must be within a commutable driving distance to the DSCR facility. The point of mobilization must be annotated on the quote, and must be a location owned by the prime contractor, not a subcontractor. A 120-mile radius from DSCR is considered the commutable radius for this project.
Award will be made to the lowest priced, technically acceptable (LPTA) offeror that meets the requirements stated in the Statement of Work and the solicitation. Also refer to clauses and provisions includes in this notice. Past performance will be considered a part of Technical Acceptability, and the Contracting Officer will pull contractor data from CPARS and SPRS.
The contractor must be registered in the System for Award Management (SAM) prior to award. If not already registered in SAM, go to the SAM website www.sam.gov to register prior to submitting your quote.
All inquiries must be submitted no later than 7 business days prior to closing date. Acceptable method of quote or inquiries submission is Email to brandon.jump@dla.mil.
Site visit March 25, 2026 at 13:00. Coordinate site access with Robert Miller at Robert.C.Miller@dla.mil. Meeting point is the DSCR Visitor’s Center unless instructed otherwise.
Questions are due on March 31, 2026, end of day. Submit questions via email to Brandon.Jump@dla.mil.
Quotes are due April 7, 2026, end of day.
Access to Defense Supply Center Richmond is dictated by the language at the following location:
https://www.dla.mil/Aviation/Installation/Visitors-and-ID-Office/
The points of contact (POC) for this requirement are Brandon Jump (brandon.jump@dla.mil).
Reference Attachment 1 - Statement of Work (SOW) for additional work scope and details. Use the site map on the last page of the SOW.
MAGINITUDE OF CONSTRUCTION
36.204 Disclosure of the magnitude of construction projects. | Acquisition.GOV
In accordance with FAR Part 36.204(b), the estimated Magnitude of Construction for requirement is between $25,000 and $100,000.
LIQUIDATED DAMAGES
52.211-12 Liquidated Damages-Construction.
LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000)
(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of _$500_ for each calendar day of delay until the work is completed or accepted.
(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.
Award Overview
Contacts
Contracting Officer
Primary Contact
Documents
Files (5)
- Download
SF1442_SP470326Q0027.pdf
2.4 MBAdded in Solicitation version 2Posted - Download
Attachment 1 - SOW.pdf
1.8 MBAdded in Solicitation version 2Posted - Download
Attachment 1 - SOW.pdf
1.8 MBAdded in Presolicitation version 4Posted - Download
Attachment 2 - Wage Determination (HWY).pdf
180 KBAdded in Solicitation version 2Posted - Download
Attachment 2 - Wage Determination (HWY).pdf
180 KBAdded in Presolicitation version 4Posted
Lifecycle
- 8Version 8PresolicitationArchived
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- 2Version 2SolicitationArchived
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- 3Version 3SolicitationArchived
DSCR B41 Parking Lot Repair
- 4Version 4SolicitationArchived
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- 5Version 5SolicitationArchived
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- 9Version 9SolicitationArchivedCurrent
DSCR B41 Parking Lot Repair
Similar Opportunities
Additional Details
Solicitation Number
SP470326Q0027
Archive Date
Apr 22, 2026
Office Address
RICHMOND, VA, 23237