| Location: | Texas |
|---|---|
| Posted: | Aug 17, 2026 |
| Due: | Oct 14, 2026 |
| Agency: | State Government of Texas |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | RFP_No._26-1385 |
| Publication URL: | To access bid details, please log in. |
RFP_No._26-1385
Posted
Allison Sheeler
(254) 761-3153
Allison.Sheeler@Brazos.org
10/14/2026
10:00 AM
K4600
21+ Days for Solicitation Notice
Dual CTCD/CTCM certification
8/17/2026
8/17/2026 3:50 pm
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;
District 1,
District 2,
District 3,
District 4,
District 5,
District 6,
District 7,
District 8,
District 9,
District 10,
District 11,
District 12,
District 13,
District 14,
District 15,
District 16,
District 17,
District 18,
District 19,
District 20,
District 21,
District 22,
District 23,
District 24,
District 25
Zone - 1;
Zone - 2;
Zone - 3;
Zone - 4;
Zone - 5;
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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