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U.S. Army Engineer District Tulsa
Replacing the low flow and wet well gates at Lake. Remove existing ladder in the north and south wet well. Remove and dispose existing low flow gate. Design, construct, and install new Low Flow Gate and appurtenances. Replacement gate for low flow gate must be fabricated from A709 structural steel. Gate design is to be in accordance with Engineering Manuals (EMs), Engineering Regulations (ERs) and Engineer Technical Letters (ETLs) as per USACE Criteria and Industry standards, and UFGS technical specifications. Constraint: Bridge crane cannot access the cylinder and bonnet of the low flow gate during the construction. The existing cylinder of the service gate next to it may have to be removed temporarily to provide access to the cylinder of the low flow gate. This will enable removal of the existing low flow gate and lowering the new low flow gate to the lower floor level where the gate cylinders are located. A portable crane may also be required to accomplish this task.
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Town of Glendale
Project includes drilling a replacement well, development, abandoning the existing well, and related work.
Posted Date
Nov 13, 2025
Due Date
Dec 9, 2025
Release: Nov 13, 2025
Town of Glendale
Close: Dec 9, 2025
Project includes drilling a replacement well, development, abandoning the existing well, and related work.
AvailableKent County
Replace and abandon existing Well #2 by constructing a new well adjacent to it, to be named Well #4. Work also includes a new well pump, minor site work, minor pipe work, a replacement motor starter, and electrical work associated with the new well pump.
Posted Date
Oct 21, 2025
Due Date
Nov 24, 2025
Release: Oct 21, 2025
Kent County
Close: Nov 24, 2025
Replace and abandon existing Well #2 by constructing a new well adjacent to it, to be named Well #4. Work also includes a new well pump, minor site work, minor pipe work, a replacement motor starter, and electrical work associated with the new well pump.
AvailableCity of Fairhope
Provide all material, equipment, labor, and incidentals required for: removal of suction tubing in the well; mechanical cleaning of the well screen; testing the well after cleaning; videos of the well prior to and after cleaning; determining the appropriate pump size and intake elevation based on testing results and existing conditions; replacement of the existing pump; disinfection of the new or repaired pump and well; providing a temporary pump; and performing a water quality test.
Posted Date
Nov 10, 2025
Due Date
Nov 20, 2025
Release: Nov 10, 2025
City of Fairhope
Close: Nov 20, 2025
Provide all material, equipment, labor, and incidentals required for: removal of suction tubing in the well; mechanical cleaning of the well screen; testing the well after cleaning; videos of the well prior to and after cleaning; determining the appropriate pump size and intake elevation based on testing results and existing conditions; replacement of the existing pump; disinfection of the new or repaired pump and well; providing a temporary pump; and performing a water quality test.
Town of Washtucna
Drill, construct and test a new approx 1,200' deep groundwater production well. The new well is expected to be permanently cased with 16" steel casing, sealed to a depth of approx. 825'. The well must be drilled as a 15" open borehole below the permanent casing. The owner may elect to complete the new well with a 12.75" liner with screened intervals. The desired min. capacity is 500 gpm. Direct air-rotary or flooded reverse-circulation drilling methods are required for drilling operations.
Posted Date
Oct 24, 2025
Due Date
Nov 21, 2025
Release: Oct 24, 2025
Town of Washtucna
Close: Nov 21, 2025
Drill, construct and test a new approx 1,200' deep groundwater production well. The new well is expected to be permanently cased with 16" steel casing, sealed to a depth of approx. 825'. The well must be drilled as a 15" open borehole below the permanent casing. The owner may elect to complete the new well with a 12.75" liner with screened intervals. The desired min. capacity is 500 gpm. Direct air-rotary or flooded reverse-circulation drilling methods are required for drilling operations.
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