2025_WaterTankLine_BIDschedule.xlsx
XLSX spreadsheet 23 KB Posted
- Attached to
- 2025 Corinthian Tank Water Main
- Solicitation number
- 2025.CW
- Issued by
- Summit County, Denver City, Colorado
About this file
The document is a bid schedule for the 2025 Corinthian Tank Water Main Project located in Colorado, prepared for a town park infrastructure improvement initiative. The project involves the installation of approximately 260 linear feet of 12" Ductile Iron Waterline, including mechanically restrained pipe, tees, elbows, and valves. The comprehensive bid schedule details 32 line items covering general conditions, removals and earthwork, water system improvements, and proposed site improvements, with quantities specified for tasks such as erosion control (315 linear feet), concrete removal (34 square yards), and asphalt removal (100 square yards).
The bid schedule presents a detailed breakdown of project components with zero dollar amounts currently populated, indicating this is likely a preliminary or template document awaiting specific contractor pricing. The project scope includes site preparation, utility modifications, road and shoulder reconstruction, and landscaping elements such as topsoil placement and site cleanup. Key technical components include installing water main infrastructure, valve adjustments, aggregate base course preparation, concrete shouldering, and hot mixed asphalt pavement installation. The document notes that the contractor is responsible for verifying spreadsheet formulas and making necessary modifications, suggesting a requirement for careful bid preparation and cost calculation.
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Other files
| File | Type | Posted |
|---|---|---|
| BIDSET_2025_WaterTankMain_SPECS_06.25.2025.pdf | ||
| BIDSET_2025_WaterTankMain_PLANS_06.25.2025.pdf |
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Text version
2020 Town Park Phase 1
| BID SCHEDULE: 2025 Corinthian Tank Water Main Project | June 25, 2025 | ||||
| Item No. | Bid Item | QUANTITY | Unit | Unit | |
| Cost | Total | ||||
| GENERAL | |||||
| 1 | Mobilization & Bonds | 1 | LS | $ - 0 | |
| 2 | Maintain Town furnished Traffic Control Devices at Site | 1 | LS | $ - 0 | |
| 3 | Furnish/Install/Maintain Erosion Control: STRAW WADDLES | 315 | LF | $ - 0 | |
| 4 | Furnish/Install/Maintain Heavy Duty Orange Construction Fence | 315 | LF | $ - 0 | |
| 5 | Vehicle Tracking Control | 1 | EA | $ - 0 | |
| 6 | Potholing (Shallow) (0'-3') | 16 | HR | $ - 0 | |
| Removals & Earthwork | |||||
| 7 | Clear & Grub Area & Haul Offsite (6" DEEP) | 256 | CY | $ - 0 | |
| 8 | REMOVE Aspen Trees | 1 | LS | $ - 0 | |
| 9 | Sawcut concrete and asphalt full depth (4"-6" Thick) | 88 | LF | $ - 0 | |
| 10 | Remove 6" Concrete Pans & Concrete Curb and Gutter | 34 | SY | $ - 0 | |
| 11 | Remove 4" Asphalt roadways/Paths | 100 | SY | $ - 0 | |
| 12 | Excavate to subgrade and Export Excess Materials (120 CY) | 1 | LS | $ - 0 | |
| 13 | Rebuild South Side Berm on Oro Grande Ditch | 1 | LS | $ - 0 | |
| Water System Improvements | 0 | ||||
| 14 | REMOVE TEE & Replace with Solid Pipe and Solid Sleeves | 1 | LS | $ - 0 | |
| 15 | 8" DIP water Main (COMPLETE-IN-PLACE) | 10 | LF | $ - 0 | |
| 16 | 12" DIP water Main (COMPLETE-IN-PLACE) | 266 | LF | $ - 0 | |
| 17 | 8" Gate Valve with Valve Box & Stem Riser (COMPLETE-IN-PLACE) | 2 | EA | $ - 0 | |
| 18 | 8"x8" TEE (With Thrust Block) | 1 | EA | $ - 0 | |
| 19 | 12" 11.25 Elbow | 3 | EA | $ - 0 | |
| 20 | 12" 22.5 Elbow (With Thrust Block) | 2 | EA | $ - 0 | |
| 21 | 12"x8" Reducer | 1 | EA | $ - 0 | |
| 22 | 8" Solid Sleeve Coupler | 3 | EA | $ - 0 | |
| 23 | 12" Solid Sleeve Coupler | 1 | EA | $ - 0 | |
| 24 | Flowfill at SEWER /WATER crossing | 10 | CY | $ - 0 | |
| 25 | Adjust Valves to Final Grade | 4 | EA | $ - 0 | |
| Proposed Improvements | 0 | ||||
| 26 | Subgrade Preparation | 140 | SY | $ - 0 | |
| 27 | Class 5 Aggregate Base Course | 63 | TONS | $ - 0 | |
| 28 | 6" Concrete Shoulder (3' Wide) | 120 | SF | $ - 0 | |
| 29 | 6" Concrete Valley Pan (3' Wide) | 180 | SF | $ - 0 | |
| 30 | Hot Mixed Asphalt (HMA) Pavement (4" Thick)(Roadway & Shoulders) | 23 | TONS | $ - 0 | |
| 31 | 3" Topsoil (High Quality) | 128 | CY | $ - 0 | |
| 32 | Site Cleanup & Debris Removal | 1 | LS | $ - 0 | |
| BID TOTAL | $ - 0 | ||||
| Note: CONTRACTOR is responsible for checking accuracy of spreadsheet formulas and modifying formulas as necessary |
2025 Corinthian Tank Water Main Page &P
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