Cedar Creek Watershed 16 & 16A Remedial Repair -NRCS Texas

Closed Solicitation Posted

Solicitation number
12FPC326Q0043
Agency
Responses due
Set-aside
Total Small Business

Opportunity facts

Place of performance
Texas, United States
Points of contact

Notice details come from SAM.gov. Updated .

About this opportunity

The Department of Agriculture, Natural Resources Conservation Service, is soliciting quotations for remedial repair of Cedar Creek Watershed Sites 16 and 16A in Rockwall County, Texas, with quotations due August 28 at 5 p.m. Central Time. This procurement is a Total Small Business Set-Aside under NAICS 237990, Other Heavy and Civil Engineering Construction.

Place of performance is Rockwall County, Texas. Work at both sites includes stripping and stockpiling topsoil, excavation and earthfill with Class A compaction, placement of geotextile fabric and rock riprap to specified thicknesses and gradations (ASTM D6092 R-150), vegetation establishment, and fence removal and reconstruction. Site 16A requires additional work: excavation around damaged principal spillway pipe sections, removal and reconstruction of pipe cantilever and support structures, replacement of approximately 40 feet of damaged A.W.W.A. C-301 reinforced concrete pipe, installation of a sand filter collar, and embankment reconstruction. Site 16 requires 169 calendar days of performance after award; Site 16A requires 175 calendar days. Maximum work hours are 60 per week.

The estimated contract value is between $1 million and $5 million. Award will be made to the lowest priced technically acceptable offer with acceptable or neutral past performance. Performance and payment bonds at 100 percent of project cost are due within 7 calendar days of award. A mandatory site visit occurred August 6 at 10 a.m. ET at the USDA Service Center in Forney, Texas. Questions are due August 13 at 3 p.m. CT. Submission requires completed Schedule of Items, Vendor Information Sheet, bid bond (20 percent of total price or $3 million, whichever is less), active SAM registration, SF 1442, and technical approach demonstrating capability to meet schedule and SOW specifications. Amendment 1 extended the due date from August 25 and changed submission time zone from Eastern to Central.

Notice text

2 versions

Update #2 · Latest ·

Amendment 1 - The purpose of this amendment is to incorporate the following:

Attachment 1: Amend 1 Site Showing Technical Notes Q&A
Site Visit sign-in sheet
Questions and Answers
Site Visit Technical Notes 

Attachment 2: Amend 1 SF 1442 
SF 1442 - Please complete and include with your 

The quote due date is extended to 5pm Central Time on August 28ᵗʰ. Note: changed from Eastern time to local Central Time to limit confusion.

Please review all attached in their entirety.

Orginal Solicitation

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in FAR Part 12.  This announcement constitutes the only solicitation.  Quotations are being requested and a separate written solicitation will not be issued. 

Solicitation number 12FPC326Q0043 is issued as a Request for Quotation (RFQ) for Cedar Creek Watershed 16 and 16A Remedial Repairs.

The upstream wave berm repair for both Sites 16 and 16A 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 removing and reconstructing fence as shown on the construction drawings.

The existing plunge basins for both sites have experienced erosion along the side slopes of the basin and outlet channel. To prevent/retard future erosion, the basins will be armored with a blanket of rock riprap.

[Site 16A only] Plunge basin erosion has also caused damage to the principal spillway pipe in the vicinity of the pipe outlet. Repair of this damage includes excavating embankment material from around the damaged pipe sections; removing and reconstructing the damaged pipe cantilever, pipe support, and concrete cradle; replacing approximately 40 ft. of the damaged spillway pipe at the outlet; installing a new sand filter collar around a portion of the replaced pipe sections; and reconstructing the earthen embankment in this vicinity.

This acquisition  is set-aside for small business concerns.  The applicable North American Industry Classification Standard Code is 237990, Other Heavy and Civil Engineering Construction.  The small business size standard is 45M.  This acquisition is a Total Small Business Set-Aside.  All responsible sources may submit a quotation which will be considered by the agency. 

The contractor shall furnish all labor, materials, equipment and supervision required to construct the project at outlined in statement of work and detailed in the specifications, drawings, and plans attached hereto.

Magnitude of Requirement: Between $1,000,000 and $5,000,000

A site showing will be held on August 6, 2026, at 10:00am ET.  Attendees will meet at USDA Service Center, 8620 FM 741, Forney Texas 75126. Questions will not be answered at the site visit. The visit is strictly a walk through, any/all questions shall be submitted in writing to Contract Specialist, Blake Boyer, blake.boyer@usda.gov no later than August 13, 2026, at 4PM Eastern Time. Please include the solicitation name and number as the subject line of the email.

Please see the attached document(s) for complete details.

Update #1 ·

This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in FAR Part 12.  This announcement constitutes the only solicitation.  Quotations are being requested and a separate written solicitation will not be issued. 

Solicitation number 12FPC326Q0043 is issued as a Request for Quotation (RFQ) for Cedar Creek Watershed 16 and 16A Remedial Repairs.

The upstream wave berm repair for both Sites 16 and 16A 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 removing and reconstructing fence as shown on the construction drawings.

The existing plunge basins for both sites have experienced erosion along the side slopes of the basin and outlet channel. To prevent/retard future erosion, the basins will be armored with a blanket of rock riprap.

[Site 16A only] Plunge basin erosion has also caused damage to the principal spillway pipe in the vicinity of the pipe outlet. Repair of this damage includes excavating embankment material from around the damaged pipe sections; removing and reconstructing the damaged pipe cantilever, pipe support, and concrete cradle; replacing approximately 40 ft. of the damaged spillway pipe at the outlet; installing a new sand filter collar around a portion of the replaced pipe sections; and reconstructing the earthen embankment in this vicinity.

This acquisition  is set-aside for small business concerns.  The applicable North American Industry Classification Standard Code is 237990, Other Heavy and Civil Engineering Construction.  The small business size standard is 45M.  This acquisition is a Total Small Business Set-Aside.  All responsible sources may submit a quotation which will be considered by the agency. 

The contractor shall furnish all labor, materials, equipment and supervision required to construct the project at outlined in statement of work and detailed in the specifications, drawings, and plans attached hereto.

Magnitude of Requirement: Between $1,000,000 and $5,000,000

A site showing will be held on August 6, 2026, at 10:00am ET.  Attendees will meet at USDA Service Center, 8620 FM 741, Forney Texas 75126. Questions will not be answered at the site visit. The visit is strictly a walk through, any/all questions shall be submitted in writing to Contract Specialist, Blake Boyer, blake.boyer@usda.gov no later than August 13, 2026, at 4PM Eastern Time. Please include the solicitation name and number as the subject line of the email.

Please see the attached document(s) for complete details.

Files

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