USDA-NRCS-TX - Hickory Creek Watershed Site 11 & 14 Repairs in Denton County
Closed Solicitation Posted
- Solicitation number
- 12FPC325B0006
- Agency
-
Farm Production and Conservation
Department of Agriculture
- Responses due
- Set-aside
- Total Small Business
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- Place of performance
- Denton, Georgia, United States
- Points of contact
Notice details come from SAM.gov. Updated .
About this opportunity
The USDA Natural Resources Conservation Service (NRCS) is soliciting construction services for repairs at two floodwater retarding structures in the Hickory Creek Watershed in Denton County, Texas. The work involves upstream wave berm repairs and plunge basin erosion mitigation at Sites 11 and 14, including stripping and stockpiling topsoil, excavation and earthfill activities, placing geotextile fabric and rock riprap, backfilling, establishing vegetation, and reconstructing fencing. Contractors must complete the work sequentially, finishing one site before beginning work on the other. The contract will be awarded under sealed bidding procedures using FAR Part 14, with bids evaluated solely on price to the responsible bidder offering the lowest conforming price. A mandatory site visit was held on August 13, 2025, with questions due by August 21, 2025, and bids due by August 26, 2025 at 12:00 PM CST.
This procurement is designated as a Total Small Business Set-Aside, restricting participation to qualified small businesses. The estimated contract value ranges between $1,250,000 and $1,750,000, with a performance period of 262 work days from contract award. Bidders must provide a bid guarantee equal to 20% of their bid price or $3 million, whichever is less. The work will be performed in Denton County, Texas, approximately 6 miles west of Denton and 3 miles northeast of Ponder for Site 11, and approximately 6 miles southwest of Denton and 4.3 miles east of Ponder for Site 14. Key project milestones include mobilization within 56 calendar days of award, with specific deadlines for excavation, earthfill and rock riprap installation, vegetation establishment, and fence reconstruction over a 131-day performance timeline.
Notice text
2 versions
Update #2 · Latest ·
Please see attachment combined synoposis solicitation and Statement of Works (SOW) for further detials.
This solicitation is a Total Small Business Set-Aside.
A firm fixed price construction contract is anticipated to be awarded under Sealed Bidding in FAR
Part 14.
Site Visit is scheduled for 8/13/2025 at 10:00AM meeting at:
525 S. Loop 288 Suite C-1
Denton, TX 76205
A bid guarantee shall be 20% of the bid price or $3 Million, whichever is less.
The estimated magnitude of the project is between $1,250,000 and $1,750,000
*Site work will be completed one at a time, finish one site requried work then will move on to the other site to begin work.
The upstream wave berm repair of Site 11 will consist of stripping and stockpiling the topsoil from the embankment eroded area; performing excavation and earthfill activities to achieve the specified rock riprap subgrade; placing and anchoring geotextile fabric on the approved subgrade; placing rock riprap to the required thickness and limits as shown in the construction drawings; backfilling the toe of the rock riprap with earthen materials; blending the earthwork above the rock riprap into the existing embankment; establishing vegetation; and reconstructing the fence above the rock riprap.
The upstream wave berm repair of Site 14 will consist of stripping and stockpiling the topsoil from the embankment eroded area; performing excavation and earthfill activities to achieve the specified rock riprap subgrade; placing and anchoring geotextile fabric on the approved subgrade; placing rock riprap to the required thickness and limits as shown in the construction drawings; backfilling the toe of the rock riprap with earthen materials; blending the earthwork above the rock riprap into the existing embankment; establishing vegetation; and reconstructing the fence above the rock riprap.
The existing, constructed plunge basin has experienced erosion along the side slopes of the basin and outlet channel. To prevent/retard future erosion, the basin will be armored with a 2 feet thick blanket of rock riprap.
Update #1 ·
Please see attachment combined synoposis solicitation and Statement of Works (SOW) for further detials.
This solicitation is a Total Small Business Set-Aside.
A firm fixed price construction contract is anticipated to be awarded under Sealed Bidding in FAR
Part 14.
Site Visit is scheduled for 8/13/2025 at 10:00AM meeting at:
525 S. Loop 288 Suite C-1
Denton, TX 76205
A bid guarantee shall be 20% of the bid price or $3 Million, whichever is less.
The estimated magnitude of the project is between $1,250,000 and $1,750,000
The upstream wave berm repair of Site 11 will consist of stripping and stockpiling the topsoil from the embankment eroded area; performing excavation and earthfill activities to achieve the specified rock riprap subgrade; placing and anchoring geotextile fabric on the approved subgrade; placing rock riprap to the required thickness and limits as shown in the construction drawings; backfilling the toe of the rock riprap with earthen materials; blending the earthwork above the rock riprap into the existing embankment; establishing vegetation; and reconstructing the fence above the rock riprap.
The upstream wave berm repair of Site 14 will consist of stripping and stockpiling the topsoil from the embankment eroded area; performing excavation and earthfill activities to achieve the specified rock riprap subgrade; placing and anchoring geotextile fabric on the approved subgrade; placing rock riprap to the required thickness and limits as shown in the construction drawings; backfilling the toe of the rock riprap with earthen materials; blending the earthwork above the rock riprap into the existing embankment; establishing vegetation; and reconstructing the fence above the rock riprap.
The existing, constructed plunge basin has experienced erosion along the side slopes of the basin and outlet channel. To prevent/retard future erosion, the basin will be armored with a 2 feet thick blanket of rock riprap.
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