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Lineshaft vertical turbine pump: rated at: 1800 gpm @ 100 ft of head, w/l bowl assembly, vitreous enameled or tnemec coated bowls, 907lf bronze or vesconite bearings, 416 stainless steel shaft, 304ss or 316ss impellers, 416ss taperlocks, 10" discharge, 18-8ss or 304ss bolts, 1-1/2" lineshaft connection, 1800 rpm for well 239.
Starbridge can help you:
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
Starbridge.ai books 30 - 40% of leads into meetings
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Construct the Modernization Improvements at the WTP Phase II - Vertical Well 2-5 replacement project. The work includes Demolition and abandonment of existing Vertical Wells 2 - 5 as indicated and necessary for the construction of the project including the removal of the vertical well structures, vaults, and associated piping and abandonment of the wells in accordance with MDNR. Installation of the new replacement Vertical Wells 2R - 5R as indicated for construction of the project.
Posted Date
Jan 5, 2026
Due Date
Feb 3, 2026
Release: Jan 5, 2026
Close: Feb 3, 2026
Construct the Modernization Improvements at the WTP Phase II - Vertical Well 2-5 replacement project. The work includes Demolition and abandonment of existing Vertical Wells 2 - 5 as indicated and necessary for the construction of the project including the removal of the vertical well structures, vaults, and associated piping and abandonment of the wells in accordance with MDNR. Installation of the new replacement Vertical Wells 2R - 5R as indicated for construction of the project.
AvailableThe work includes construction of a chemical feed building, installation of new water mains, and reconditioning of the existing wells. Site work will involve traditional development and utility construction within both City right-of-way and property, as well as GDOT rights-of-way, including demolition, grading, drainage, and erosion control. All GDOT encroachments will be properly permitted. Water main extensions will be installed using horizontal directional drilling (HDD) and open-cut trenching methods. Work includes a 4-inch DIP HDD crossing (±114 LF) and abandonment of an existing 2-inch main (±103 LF) within GDOT right-of-way. Approximately 1,400 LF of new 8-inch main will be installed, and another 1,000 LF of 8-inch main will be added. Well head lines will range from 4- to 6-inch DIP and vary in lengths. The chemical feed building will contain separate sodium hypochlorite and fluoride rooms, a pipe gallery, and associated well houses. One 12-inch and one 8-inch well will be reconditioned, tested, and equipped with permanent pumps. All facilities will be enclosed within a secure perimeter fence.
Posted Date
-
Due Date
Jan 15, 2026
Release: -
Close:
Provide and deliver a vertical turbine pump and motor assembly, brand name or approved equal.
Posted Date
Dec 23, 2025
Due Date
Jan 12, 2026
Release: Dec 23, 2025
Close: Jan 12, 2026
Provide and deliver a vertical turbine pump and motor assembly, brand name or approved equal.
AvailableProcurement of services for the repair and refurbishment of line shaft pumps and vertical hollow shaft motors at Pana'ewa Wells A & B.
Posted Date
Jan 6, 2026
Due Date
Feb 12, 2026
Release: Jan 6, 2026
Close: Feb 12, 2026
Procurement of services for the repair and refurbishment of line shaft pumps and vertical hollow shaft motors at Pana'ewa Wells A & B.
AvailableSurface intent from meeting minutes, budgets, and contract expirations. Influence RFP requirements before competitors ever see them.
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The work includes construction of a chemical feed building, installation of new water mains, and reconditioning of the existing wells. Site work will involve traditional development and utility construction within both City right-of-way and property, as well as GDOT rights-of-way, including demolition, grading, drainage, and erosion control. All GDOT encroachments will be properly permitted. Water main extensions will be installed using horizontal directional drilling (HDD) and open-cut trenching methods. Work includes a 4-inch DIP HDD crossing (±114 LF) and abandonment of an existing 2-inch main (±103 LF) within GDOT right-of-way. Approximately 1,400 LF of new 8-inch main will be installed, and another 1,000 LF of 8-inch main will be added. Well head lines will range from 4- to 6-inch DIP and vary in lengths. The chemical feed building will contain separate sodium hypochlorite and fluoride rooms, a pipe gallery, and associated well houses. One 12-inch and one 8-inch well will be reconditioned, tested, and equipped with permanent pumps. All facilities will be enclosed within a secure perimeter fence.
Available