Southern Sandoval County Arroyo Flood Control Authority
Special DistrictNM
Posted
Oct 1, 2026
Nov 10, 2026
Lisbon Channel Improvements Phase 3 (Sugar Channel - Arkansas Channel) RFP
Construction Services for the Lisbon Channel Improvements Phase 3.
Description: The Brazos River Authority is seeking qualified engineering firms for Hydrostatic Pressure Relief System Assessment and Downstream River Channel Improvements at Sterling C. Robertson Dam. The work includes assessing the hydrostatic pressure relief system, stilling basin concrete, downstream river channel, and river banks, with potential design and construction oversight for remedial improvements. This is a professional-services RFP, not a grant program, and responses are due October 14, 2026, at 10:00 AM Central Time.
SpecialDistrict · TX, US
Solicitation files and supporting documents for this bid.
Decision makers connected to this RFP from Brazos River Authority.
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Southern Sandoval County Arroyo Flood Control Authority
Special DistrictNM
Posted
Oct 1, 2026
Nov 10, 2026
Construction Services for the Lisbon Channel Improvements Phase 3.
CityIL
Posted
Oct 1, 2026
Oct 15, 2026
Work includes concrete, masonry, metal fabrication, carpentry, doors & frames, sectional doors, waste water equipment, casework, plumbing, hvac, electrical, instrumentation and controls, earthwork, exterior improvements, asphalt paving, utilities, process interconnections, and special provisions.
Muscle Shoals Water and Wastewater Board
Special DistrictAL
Posted
Oct 2, 2026
Oct 27, 2026
Approx. 6,220 LF of 6" HDPE sanitary sewer force main including 460 LF installed by uncased HDD, 465 LF installed within 14" casing, air release valve assemblies, fittings, connections, testing, grassing, and clean up.
CityCT
Posted
Sep 25, 2026
Oct 23, 2026
Construction of sanitary improvements within the town easement includes 160 HR of uniformed trafficmen; clearing and grubbing; 20 CY of trench excavation and backfill, rock, 0'-8' deep; 20 CY of trench excavation and backfill, rock, 0'-8' deep; 1,140 CY of trench excavation and backfill, earth, 0'16' deep; 2,000 SF of temporary earth retaining system; protection pf building and property and condition survey (site no 1); 3,000 SY of furnishing and placing topsoil and seed. See outside link.