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This Solicitation opportunity from Department Of Defense was posted on October 20, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Joe Pool Dam Slide Repairs

Closed
W9126G26BA010Federal

Contract Overview

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

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AI Contract Overview

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Solicitation W9126G26BA010 is a competitive 100% small business set-aside for firm-fixed-price civil works construction services to repair four shallow slides (18, 20, 21, and 28) on the upstream and downstream dam embankment slopes at Joe Pool Lake in Grand Prairie and Dallas, Texas. The project scope involves removing slide debris, excavating slide areas with bench-cutting and keyway installation, lime-treating excavated soil, and restoring original design contours. Final surface restoration requires the placement of riprap on the upstream slope and topsoil with vegetation on the downstream slope. The work is structured with a base requirement for Slide 21, Option 1 for Slides 18 and 28, and Option 2 for Slide 20. The contract has a performance period of 60 calendar days from the lead time event. Award will be granted to the responsible bidder with the lowest responsive Total Evaluated Price, which includes the base CLIN and all option CLINs. Bidders must submit electronic packages via the Procurement Integrated Enterprise Environment (PIEE) by October 27, 2026, including a signed SF 1442, bid guarantee, and a Certificate of Authority to Bind Bidder. Compliance requirements include adherence to the Davis-Bacon Act for prevailing wages, MIL-STD-129 for shipment marking, and NIST SP 800-171 for cybersecurity. Inspection and acceptance will occur at the work site, requiring a three-phase control system and validation of testing laboratories by the USACE Material Testing Center.

General Info

Small business contract for repairing four dam embankment slides at Joe Pool Lake, Texas.

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

Joe Pool Lake, 6399 FM 1382, Dallas, TX 75249-4401, TX, 75249

Set-Aside

SBA

Documents

7
PDF, High priority: read this first16 pages · amendment
High
PDF, High priority: read this first5 pages · other
High
XLSX, High priority: read this first4 pages · specifications
High
PDF, High priority: read this first20 pages · specifications
High
PDF, High priority: read this first652 pages · ifb
High
PDF, Low priority4 pages · past-performance
Low
PDF, Low prioritysite-visit-sign-in
Low

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Timeline

2 updates
PhaseClosed
Posted

Solicitation

Notice updated

Response deadline changed from Oct 20, 2026 to Oct 27, 2026. The notice description changed.

Notice updated

The notice description changed.

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W076 Endist Ft Worth
Contacts2 people available
OfficeFORT WORTH, TX, 76102-6124, USA
Office AddressFORT WORTH, TX, 76102-6124, USA

Full Description

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AMENDMENT 0002 - Scope and Drawing Revisions in response to KTR RFIs. INVITATION FOR BID W9126G26BA010 for Joe Pool Dam Slide Repair at Joe Pool Lake, Texas. This announcement is a competitive small business set aside, firm-fixed price, Joe Pool Dam Slide Repair civil works construction services at Joe Pool Lake, Texas. The North American Industry Classification System code (NAICS) for this procurement is 237990-Other Heavy and Civil Engineering Construction which has a small business size standard of $45 Million. The Product Service Code is Z2PC-Repair or Alteration of Dams. Project Scope: The contractor shall repair four shallow slides (Slides 18, 20, 21, and 28) on the upstream and downstream dam embankment slopes. Work includes the removal of slide debris; excavation of the slide area with bench-cutting into the stable embankment and a keyway into the foundation toe; lime-treatment of excavated soil; placement and compaction of treated soil to restore original design contours; and final surface restoration with riprap on the upstream slope and topsoil with vegetation on the downstream slope.

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