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Work includes Traffic Control Plan Design & Installation, Right of Way Preparation,Irrigation Repair, Connect to Existing Water Line; 3951 LF of F&I 8" C-900 PVC Water Line By Open Cut; 10 LF of F&I 16" Steel Casing Pipe, F&I Fire Hydrant Assembly 10 ea, 35 SY of Remove & Replace 6" Concrete Driveway Pavement; 90 LF of Remove & Replace Curb and Gutter; 20 LF of Remove & Replace Sanitary Sewer with 8" Pressure Rated PVC Pipe. See attached file.
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
Work includes Traffic Control Plan Design & Installation, Right of Way Preparation,Irrigation Repair, Connect to Existing Water Line; 3951 LF of F&I 8" C-900 PVC Water Line By Open Cut; 10 LF of F&I 16" Steel Casing Pipe, F&I Fire Hydrant Assembly 10 ea, 35 SY of Remove & Replace 6" Concrete Driveway Pavement; 90 LF of Remove & Replace Curb and Gutter; 20 LF of Remove & Replace Sanitary Sewer with 8" Pressure Rated PVC Pipe. See attached file.
Posted Date
-
Due Date
Dec 30, 2025
Close: Dec 30, 2025
Work includes Traffic Control Plan Design & Installation, Right of Way Preparation,Irrigation Repair, Connect to Existing Water Line; 3951 LF of F&I 8" C-900 PVC Water Line By Open Cut; 10 LF of F&I 16" Steel Casing Pipe, F&I Fire Hydrant Assembly 10 ea, 35 SY of Remove & Replace 6" Concrete Driveway Pavement; 90 LF of Remove & Replace Curb and Gutter; 20 LF of Remove & Replace Sanitary Sewer with 8" Pressure Rated PVC Pipe. See attached file.
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Yuma County issued the 'Wellton Area Drainage Improvements Phase 2' solicitation (ID 3.1501A) for construction work to install storm drains, retention basins, and related roadway and utility work in Wellton, Yuma County, Arizona. The solicitation opens 2025-12-05 and closes 2026-01-05 at 1:30 PM MST (see dueTo). Bidders should obtain plans/specifications and submission instructions from the official Yuma County posting linked above.
Posted Date
-
Due Date
Jan 5, 2026
Close: Jan 5, 2026
Yuma County issued the 'Wellton Area Drainage Improvements Phase 2' solicitation (ID 3.1501A) for construction work to install storm drains, retention basins, and related roadway and utility work in Wellton, Yuma County, Arizona. The solicitation opens 2025-12-05 and closes 2026-01-05 at 1:30 PM MST (see dueTo). Bidders should obtain plans/specifications and submission instructions from the official Yuma County posting linked above.
AvailableThe Flood Control District (Yuma County Department of Engineering) is soliciting construction bids for Phase 2 of the Wellton Area Drainage Improvements to reduce flooding in Wellton by constructing storm drains and retention basins at multiple locations. Work includes installation of storm drains and retention basins at Maybelle Street, Helen Street, Central Wellton, and Oakland Avenue, plus associated roadway excavation, asphalt, curb & gutter, sidewalks, spillways, catch basins, manholes, and water line relocations. Bidders must secure plans and specifications from the Yuma County Department of Engineering (refundable deposit $100 per set), include a certified/cashier's check or bid bond equal to 10% of the bid, and complete work within 150 calendar days from NTP.
Posted Date
Dec 5, 2025
Due Date
Jan 5, 2026
Release: Dec 5, 2025
Close: Jan 5, 2026
The Flood Control District (Yuma County Department of Engineering) is soliciting construction bids for Phase 2 of the Wellton Area Drainage Improvements to reduce flooding in Wellton by constructing storm drains and retention basins at multiple locations. Work includes installation of storm drains and retention basins at Maybelle Street, Helen Street, Central Wellton, and Oakland Avenue, plus associated roadway excavation, asphalt, curb & gutter, sidewalks, spillways, catch basins, manholes, and water line relocations. Bidders must secure plans and specifications from the Yuma County Department of Engineering (refundable deposit $100 per set), include a certified/cashier's check or bid bond equal to 10% of the bid, and complete work within 150 calendar days from NTP.
AvailableTwo projects are included in this advertisement. The first project is the City of Kissimmee Woodside Drainage Improvements, Phase 2 that begins at Heron Ditch east of Dyer Boulevard and continues to the west through the Kissimmee Gateway Airport to the outfall at Shingle Creek. A 72-inch storm sewer will be constructed from the Heron Ditch, under Dyer Boulevard, and into the existing airport ditch. The existing ditch within the airport will be regraded and armored. A 72-inch storm sewer will be constructed from the airport ditch, under Hoagland Boulevard, to the existing ditch along the Kissimmee Trail. The 72-inch pipe will be jack and bored under Hoagland Boulevard. The existing ditch along the Kissimmee Trail will be regraded and armored. Construction activities also include pavement, drainage structures, concrete curb and gutter, concrete sidewalk, guardrail, fencing, clearing and grubbing, earthwork, grading, and sodding. The second project is the Toho Water Authority Woodside Utility Relocations, Phase 2 that consists of relocating a 16-inch reclaimed watermain, a 16-inch watermain, and a 20-inch sanitary force main in the area of Hoagland Boulevard. The scope also includes relocating a 30-inch sanitary force main adjacent to the ditch within the Kissimmee Gateway Airport and along Dyer Boulevard, as well as relocating a 12-inch watermain and a 30-inch reclaimed watermain in the area of Dyer Boulevard.
Posted Date
Nov 2, 2025
Due Date
Dec 12, 2025
Release: Nov 2, 2025
Close: Dec 12, 2025
Two projects are included in this advertisement. The first project is the City of Kissimmee Woodside Drainage Improvements, Phase 2 that begins at Heron Ditch east of Dyer Boulevard and continues to the west through the Kissimmee Gateway Airport to the outfall at Shingle Creek. A 72-inch storm sewer will be constructed from the Heron Ditch, under Dyer Boulevard, and into the existing airport ditch. The existing ditch within the airport will be regraded and armored. A 72-inch storm sewer will be constructed from the airport ditch, under Hoagland Boulevard, to the existing ditch along the Kissimmee Trail. The 72-inch pipe will be jack and bored under Hoagland Boulevard. The existing ditch along the Kissimmee Trail will be regraded and armored. Construction activities also include pavement, drainage structures, concrete curb and gutter, concrete sidewalk, guardrail, fencing, clearing and grubbing, earthwork, grading, and sodding. The second project is the Toho Water Authority Woodside Utility Relocations, Phase 2 that consists of relocating a 16-inch reclaimed watermain, a 16-inch watermain, and a 20-inch sanitary force main in the area of Hoagland Boulevard. The scope also includes relocating a 30-inch sanitary force main adjacent to the ditch within the Kissimmee Gateway Airport and along Dyer Boulevard, as well as relocating a 12-inch watermain and a 30-inch reclaimed watermain in the area of Dyer Boulevard.
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