Hydrostatic Pressure Relief System Assessment and Downstream River Channel Improvements at Sterling C. Robertson Dam

Location: Texas
Posted: Aug 17, 2026
Due: Oct 14, 2026
Agency: State Government of Texas
Type of Government: State & Local
Category:
  • 48 - Valves
  • Y - Construction of Structures and Facilities
  • Z - Maintenance, Repair or Alteration of Real Property
Solicitation No: RFP_No._26-1385
Publication URL: To access bid details, please log in.
Hydrostatic Pressure Relief System Assessment and Downstream River Channel Improvements at Sterling C. Robertson Dam
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Solicitation ID:

RFP_No._26-1385

Status:

Posted

Contact Name:

Allison Sheeler

Contact Number:

(254) 761-3153

Contact Email:

Allison.Sheeler@Brazos.org

Response Due Date:

10/14/2026

Response Due Time:

10:00 AM

Agency/Texas SmartBuy Member Number:

K4600

Posting Requirement:

21+ Days for Solicitation Notice

State Agency Procurement Certification:

Dual CTCD/CTCM certification

Solicitation Posting Date:

8/17/2026

Last Modified:

8/17/2026 3:50 pm

Class/Item Code:

90775-Site Assessment And Site Field Observation;
91104-C.I.P., Architect/Engineer Extra Services;
91107-C.I.P., Architectural and Engineering Services;
92500-Engineering Services, Professional;
92523-Dam Engineering;
92534-Energy Management Engineering;
92535-Environmental Engineering;
92538-Field Engineering;
92540-Fisheries; Fish Ladders - Engineering;
92544-General Construction: Management, Scheduling, Cost Estimation - Engineering;
92550-Hydroelectric Engineering;
92555-Inspecting, General/Engineering;
92556-Inspecting, Structural/Engineering;
92558-Irrigation; Drainage; Flood Control/Engineering;
92561-Land Development And Planning/Engineering;
92517-Civil Engineering;
92546-Geotechnical Engineering;
92588-Structural Engineering;

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Zones:

Zone - 1;

Zone - 2;

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Solicitation Description:

This Request for Proposal (RFP) solicits information from engineering firms as to their qualifications to conduct an engineering investigation to assess the following: 1) the condition and functionality of the HPRS and recommend remedial improvements (as needed) for all HPRS components and instruments in the West Embankment, Service Spillway, and East Embankment; 2) the structural condition of the stilling basin concrete components (i.e., slab, baffle blocks, end sill, walls, clean-out drains, etc.) in order to determine any necessary structural repairs, and 3) the downstream river channel and river banks to determine the recommended erosion protection system alternatives that will fully remediate the existing scouring and erosion present, prevent future destabilization that can lead to undermining the safety and stability of the dam; in order to achieve an additional minimum service life of 40 years for all assessed components.  In addition, if applicable, to design and oversee the construction of the required improvements or rehabilitation efforts in accordance to applicable current USACE and TCEQ requirements for large high hazard dams.

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