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Project Date: | 11/17/2020 | Date Due: | 12/09/2020 | Company: | Daviess County Rural Water System, Inc. | Bid Notice: | Notice to Bidders.pdf | Awarded To: | VanHoy & Sons Contracting, Inc. |
Project Description:
The project consists of:
• Approx. 19,150 L.F. of 12” or 8” water main, 220 L.F. of 6” water main, 915 L.F. of 4” water main, service meter reconnections and relocations (tandem setters/PRV regulators added to all services), Control Valve Pit, 4 – 2” Main line PRV pits, along with associated valves, hydrants, and other appurtenances.
Project Date: | 12/28/2020 | Date Due: | 01/27/2021 | Company: | Town of Corydon | Bid Notice: | Notice to Bidders.pdf | Awarded To: | Casey Electric LLC |
Project Description:
The work to be performed and the bid to be submitted shall include sufficient and proper sums for all general construction, mechanical installation, labor, materials, permits, licenses, insurance, and so forth incidental to and required for the construction of the facilities.
Project Date: | 01/12/2021 | Date Due: | 02/08/2021 | Company: | City of Washington | Bid Notice: | Notice to Bidders.pdf | Awarded To: | S and S Filter |
Project Description:
The project consists of:
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Water Treatment Plant Filter Media Replacement
Project Description:
The project consists of:
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Approx. 2,690 L.F. of 8” water main, 10 L.F. of 6” water main, 730 L.F. of 4” water main, 30 L.F. of 3” water main, multiple state highway bores with welded steel casing and carrier pipe, service meter reconnections and relocations, along with associated valves, hydrants, and other appurtenances.
Project Date: | 01/27/2021 | Date Due: | 03/01/2021 | Company: | Watson Water Company, Inc. | Bid Notice: | Notice to Bidders.pdf |
Project Description:
The project consists of:
Repainting of the 1,000,000 Gallon Elevated Composite Water Storage Tank No. 3.
Project Description:
The project consists of:
Street Improvements
Hancock Avenue: From S.R. 37 to Railroad Tracks
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Approx. 5415 L.F. of Milling & Resurfacing Improvements
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Project Description:
The project consists of:
Street and Sidewalk Improvements
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John Street: From US 231 / SR 54 to River St.
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Approx. 1127 L.F. of Milling and Resurfacing and Sidewalk
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Lincoln Drive: N. River Dr. to Douglas Dr.
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Approx. 600 L.F. of Milling and Resurfacing
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South Street: From SR S. Lewis St. to S. John St.
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Approx. 422 L.F. of Milling and Resurfacing and Sidewalk
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John Street: From US 231 to Spring St.
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Approx. 285 L.F. of Milling and Resurfacing and Sidewalk
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John Street: From W. Davis St. to South St.
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Approx. 270 L.F. of Milling and Resurfacing
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Franklin Street: US 231 to Spring St.
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Approx. 247 L.F. of Milling and Resurfacing, and Sidewalk
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Project Description:
The project consists of:
Street, Sidewalk, and Stormwater Improvements.
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Kuntz Road: From SR 56 to Thornton Road
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Approx. 1600 L.F. of Milling and Resurfacing
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Ohio Avenue: Hanover Dr. to Volz Dr.
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Approx. 1519 L.F. of Milling and Resurfacing
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River Avenue: From Hanover Dr. to Ohio Ave.
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Approx. 750 L.F. of Milling and Resurfacing
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Lowery Lane (Lowry Lane): From Pine Ridge Rd. to 1150 Feet SE
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Approx. 1150 L.F. of Milling and Resurfacing
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Jackson Lane: From Meadow Ln. to Clifford Duke Dr.
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Approx. 675 L.F. of Milling and Resurfacing
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Joes Lane: Main Cross St. to Meadow Ln.
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Approx. 1325 L.F. of Milling and Resurfacing
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Thornton Road: Kuntz Rd. to SR 56
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Approx. 2680 L.F. of Milling and Resurfacing
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Deborah Lane (Clifford Duke Drive): N. Spruce Ln. to Smith Ln.
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Approx. 1000 L.F. of Milling and Resurfacing
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Smith Lane: Clifford Duke Dr. to S. Main Cross St.
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Approx. 730 L.F. of Milling and Resurfacing
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Sharon Drive: 55 Feet East of Locust St. to Terminus
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Approx. 570 L.F. of Milling and Resurfacing
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Sharon Court: Sharon Dr. to Terminus
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Approx. 400 L.F. of Milling and Resurfacing
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Locust Street: From 250’ North of E. Main St. to E. Main St.
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Approx. 250 L.F. of Milling, Resurfacing, and Stormwater
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W. Crowe Street: SR 56 to N. Main Cross St.
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Approx. 475 L.F. of Milling, Resurfacing, and Curb Ramps
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Rose Maur Drive: Presbyterian Ave. to W. Cynthiana Ave.
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Approx. 960 L.F. of Milling and Resurfacing
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File Street: 255 Feet East of N. Madison Ave. to Greenwood St.
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Approx. 875 L.F. of Milling and Resurfacing
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Hanover Drive: Ohio Ave. to SR 56
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Approx. 156 L.F. of Milling and Resurfacing
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Spruce Lane: Main Cross St. to Cliff Duke Dr.
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Approx. 825 L.F. of Milling and Resurfacing
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Project Description:
The project consists of:
Street and Sidewalk Improvements
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West Riley Street: From N. George St. to N. Jackson St.
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Approx. 689 L.F. of Milling and Resurfacing
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West Riley Street: S. Jackson St. to S. Elm St.
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Approx. 314 L.F. of Milling and Resurfacing
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South Elm Street: From W. Main St. to W. Riley St.
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Approx. 361 L.F. of Milling and Resurfacing
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South Elm Street: From W. Riley St. to W. Scott St.
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Approx. 318 L.F. of Milling and Resurfacing
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West Scott Street: From S. Elm St. to N. Jackson St.
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Approx. 315 L.F. of Milling and Resurfacing
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North George Street: W. Main St. to W. Adams St.
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Approx. 307 L.F. of Milling and Resurfacing
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North George Street: W. Adams St. to W. First Street
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Approx. 373 L.F. of Milling, Resurfacing, and Sidewalks
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South David Street: E. Riley St. (Railroad) to Washington St.
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Approx. 742 L.F. of Milling, Resurfacing, and Sidewalks
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West First Street: N. Perry St. to N. George St.
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Approx. 345 L.F. of Milling and Resurfacing
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West First Street: N. George St. to N. Jackson St.
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Approx. 719 L.F. of Milling and Resurfacing
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South Perry Street: Washington St. to Dead End
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Approx. 152 L.F. of Milling and Resurfacing
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West Adams Street: N. Perry St. to N. George St.
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Approx. 345 L.F. of Milling and Resurfacing
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East Adams Street: N. Perry St. to N. David St.
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Approx. 330 L.F. of Milling and Resurfacing
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East Scott Street: S. Perry St. to S. David St.
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Approx. 332 L.F. of Milling and Resurfacing
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East Scott Street: S. David St. to S. Mill St.
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Approx. 338 L.F. of Milling and Resurfacing
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North Elm Street: W. Central St. to N. Jackson St.
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Approx. 860 L.F. of Milling, Resurfacing, and Sidewalk
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Project Description:
The project consists of:
Street, Sidewalk, and Stormwater Improvements.
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Cale Street: From Fletchall to 3rd Avenue.
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Approx. 1,040 L.F. of Milling and Resurfacing, Sidewalk, and Stormwater
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Pine Street: From Locust St. to Church St.
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Approx. 280 L.F. of Milling and Resurfacing
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Fletchall Avenue: From Walker St. to Endicott St.
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Approx. 642 L.F. of Milling and Resurfacing
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Sharp Street: From Fletchall Ave. to First Ave.
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Approx. 345 L.F. of Milling and Resurfacing and Sidewalks
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Project Description:
The project consists of:
Street Improvements
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Sheridan Road: From SR 545 to 1500 Feet East of SR 545
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Approx. 1500 L.F. of Milling and Resurfacing
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Washington Street: Sycamore St. to Sherlock Rd.
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Approx. 590 L.F. of Milling and Resurfacing
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Project Description:
The project consists of:
Street and Sidewalk Improvements.
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Grove Street: From Indiana St. to Main St.
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Approx. 1230 L.F. of Milling and Resurfacing and Curb Ramps
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East Street: From Railroad St. to Washington St.
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Approx. 415 L.F. of Milling and Resurfacing
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Maple Street: Oak St. to Dead End
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Approx. 1000 L.F. of Milling and Resurfacing
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Project Date: | 02/17/2021 | Date Due: | 03/22/2021 | Company: | Patoka Water Company, Inc. | Bid Notice: | Notice to Bidders.pdf |
Project Description:
The project consists of:
Division I
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Relocation of an existing 4” water main around the new tank site with 6” and 8” water main
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Site access and fencing improvements
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Electrical Improvements
Project Date: | 02/17/2021 | Date Due: | 03/22/2021 | Company: | Patoka Water Company, Inc. | Bid Notice: | Notice to Bidders.pdf |
Project Description:
The project consists of:
Division II
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Construction of a 100,000 multi-legged welded-steel elevated water storage tank with appurtenances as shown on plan. The height to overflow is 114.5 feet; with an overflow elevation of 970.
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Demolition of an existing standpipe.
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