Bid Tab for Contractors.xlsx
XLSX spreadsheet 19 KB Posted
- Attached to
- 2025 Street Mill and Overlay Program
- Solicitation number
- 2025-7
- Issued by
- Rio Blanco County, Colorado
About this file
The file is a Bid Tab for Contractors.xlsx related to the 2025 Street Mill and Overlay Program for the state of Colorado. The project involves asphalt milling between 1-inch and 1.5-inch depths, followed by an asphalt overlay using a paving machine with a thickness between 2-inch and 2.5-inch. The total asphalt quantity is approximately 1,675 TONS of Hot Mix Asphalt (HMA), as specified in the contract documents and plan sheets.
No additional details are provided in the given file beyond the basic project description. Without more information from the Bid Tab or supporting documents, a comprehensive second paragraph cannot be accurately constructed. The file appears to be a preliminary or partial document that would require supplementary documentation to provide a complete overview of pricing, contract terms, funding sources, or bidder specifics.
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Other files
| File | Type | Posted |
|---|---|---|
| 2025 Street Mill and Overlay Program Bid Packet 3.4.25.pdf | ||
| Addendum No 1.pdf | ||
| 2025 Mill and Overlay Plan Sheets Telluride.pdf |
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Text version
Bid Schedule
| 2025 Street Mill and Overlay Project |
| Bid Schedule |
| 1) PROSPECT AVE & SMUGGLER AVE | |||||
| AREA = 1,840 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 50 | LF | ||
| 5 | MILL 1.5-INCH FULL WIDTH ASPHALT | 77 | CY | ||
| 6 | HAUL MILLINGS OFFSITE FOR REUSE | 77 | CY | ||
| 7 | 2-INCH HMA OVERLAY (SX 1/2-INCH) | 202 | TON | ||
| 8 | MILL & HMA PATCH (SG 1-INCH) | 10 | TON | ||
| 9 | CLASS 6 COMPACTED ROAD BASE | 5 | CY | ||
| 10 | OVER EXCAVATION | 5 | CY | ||
| PROSPECT AVE & SMUGGLER AVE SUBTOTAL | - | - |
| 2) E PACIFIC AVE - WILLOW TO END | |||||
| AREA = 532 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 50 | LF | ||
| 5 | MILL 1.5-INCH FULL WIDTH ASPHALT | 22 | CY | ||
| 6 | HAUL MILLINGS OFFSITE FOR REUSE | 22 | CY | ||
| 7 | 2-INCH HMA OVERLAY (SX 1/2-INCH) | 59 | TON | ||
| 8 | MILL & HMA PATCH (SG 1-INCH) | 3 | TON | ||
| 9 | CLASS 6 COMPACTED ROAD BASE | 2 | CY | ||
| 10 | OVER EXCAVATION | 2 | CY | ||
| E PACIFIC - WILLOW TO END SUBTOTAL | - | - |
| 3) TOWNSEND ST - COLUMBIA AVE TO COLORADO AVE | |||||
| AREA = 1,799 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 50 | LF | ||
| 5 | MILL 1.0-INCH EDGE MILL PER PLAN SHEET | 33 | CY | ||
| 6 | MILL 1.5-INCH INTERSECTION COLUMBIA AVE AND TOWNSEND ST | 10 | CY | ||
| 7 | HAUL MILLINGS TO HWY 145 WIDE-SPOT FOR REUSE | 43 | CY | ||
| 8 | 2.5-INCH HMA OVERLAY (SX 1/2-INCH) | 219 | TON | ||
| 9 | MILL & HMA PATCH (SG 1-INCH) | 3 | TON | ||
| 10 | CLASS 6 COMPACTED ROAD BASE | 2 | CY | ||
| 11 | OVER EXCAVATION | 2 | CY | ||
| TOWNSEND ST - COLUMBIA AVE TO COLORADO AVE SUBTOTAL | - | - |
| 4) PINE ST - GALENA AVE TO COLUMBIA AVE | |||||
| AREA = 563 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 50 | LF | ||
| 5 | MILL 1.5-INCH FULL WIDTH ASPHALT | 24 | CY | ||
| 6 | HAUL MILLINGS TO HWY 145 WIDE-SPOT FOR REUSE | 24 | CY | ||
| 7 | 2.5-INCH HMA OVERLAY (SX 1/2-INCH) | 78 | TON | ||
| 8 | MILL & HMA PATCH (SG 1-INCH) | 5 | TON | ||
| 9 | CLASS 6 COMPACTED ROAD BASE | 3 | CY | ||
| 10 | OVER EXCAVATION | 3 | CY | ||
| PINE ST - GALENA AVE TO COLUMBIA AVE SUBTOTAL | - | - |
| 5) E. COLORADO AVE - PINE ST TO WILLOW ST | |||||
| AREA = 4,210 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 250 | LF | ||
| 5 | MILL 2.0-INCH FULL WIDTH ASPHALT | 228 | CY | ||
| 6 | HAUL MILLINGS TO HWY 145 WIDE-SPOT FOR REUSE | 228 | CY | ||
| 7 | 2.0-INCH HMA OVERLAY (SX 1/2-INCH) | 451 | TON | ||
| 8 | MILL & HMA PATCH (SG 1-INCH) | 60 | TON | ||
| 9 | CLASS 6 COMPACTED ROAD BASE | 30 | CY | ||
| 10 | OVER EXCAVATION | 30 | CY | ||
| E. COLORADO AVE - PINE ST TO WILLOW ST SUBTOTAL | - | - |
| 6) E. COLORADO AVE - MAPLE ST TO PINON ST | |||||
| AREA = 2,632 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 155 | LF | ||
| 5 | MILL 1.0-INCH EDGE ON NORTH SIDE FOR 10-FEET | 19 | CY | ||
| 6 | MILL 1.5-INCH REMAINDER OF WIDTH TO SOUTH SIDE | 48 | CY | ||
| 7 | HAUL MILLINGS OFFSITE FOR REUSE | 67 | CY | ||
| 8 | 1.5-INCH HMA EDGE OVERLAY ON NORTH SIDE (SX 1/2-INCH) | 56 | TON | ||
| 9 | 2-INCH HMA OVERLAY TO SOUTH EDGE | 128 | TON | ||
| 10 | MILL & HMA PATCH (SG 1-INCH) | 30 | TON | ||
| 11 | CLASS 6 COMPACTED ROAD BASE | 15 | CY | ||
| 12 | OVER EXCAVATION | 15 | CY | ||
| E. COLORADO AVE - MAPLE ST TO PINON ST SUBTOTAL | - | - |
| 7) E. COLORADO AVE - PINON ST TO COLUMBINE ST | |||||
| AREA = 2,632 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 80 | LF | ||
| 5 | MILL 1.5-INCH FULL WIDTH ASPHALT | 63 | CY | ||
| 6 | HAUL MILLINGS TO HWY 145 WIDE-SPOT FOR REUSE | 63 | CY | ||
| 7 | 2-INCH HMA OVERLAY (SX 1/2-INCH) | 166 | TON | ||
| 8 | MILL & HMA PATCH (SG 1-INCH) | 5 | TON | ||
| 9 | CLASS 6 COMPACTED ROAD BASE | 3 | CY | ||
| 10 | OVER EXCAVATION | 3 | CY | ||
| E. COLORADO AVE - PINON ST TO COLUMBINE ST SUBTOTAL | - | - |
| 8) E. COLORADO AVE - COLUMBINE ST TO LIBERTY BELL LN (INC. BUS TURN-AROUND) | |||||
| AREA = 2,910 SY | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 132 | LF | ||
| 5 | MILL 1.5-INCH FULL WIDTH ASPHALT | 142 | CY | ||
| 6 | HAUL MILLINGS OFFSITE FOR REUSE | 142 | CY | ||
| 7 | 2-INCH HMA OVERLAY (SX 1/2-INCH) | 370 | TON | ||
| 8 | MILL & HMA PATCH (SG 1-INCH) | 60 | TON | ||
| 9 | CLASS 6 COMPACTED ROAD BASE | 30 | CY | ||
| 10 | OVER EXCAVATION | 30 | CY | ||
| E. COLORADO AVE - COLUMBINE ST TO LIBERTY BELL LN SUBTOTAL | - | - |
| ADD ALTERNATE - OPEN CUT SEWER REPAIR | |||||
| 200 BLOCK - WILLOW ST | |||||
| Bid Item | Description | Qty | Unit | Unit Price | Quantity Price |
| 1 | MOBILIZATION | 1 | LS | ||
| 2 | TRAFFIC CONTROL | 1 | LS | ||
| 3 | STORMWATER, EROSION, AND SEDIMENT CONTROL | 1 | LS | ||
| 4 | SAWCUT EXISTING ASPHALT | 50 | LF | ||
| 5 | REMOVE AND DISPOSE OF ASPHALT | 17 | SY | ||
| 6 | REMOVE AND REPLACE 8-INCH SEWER (SDR 35 PVC) INC. SS CLAMPS | 13 | LF | ||
| 7 | CLASS A PIPE BEDDING AND BACKFILL (SQUEEGEE) | 28 | CY | ||
| 8 | CLASS 6 COMPACTED ROAD BASE | 6 | CY | ||
| 9 | OVER EXCAVATION | 10 | CY | ||
| 10 | PLACE 5-INCH ASPHALT (SX 1/2-INCH) | 5 | TON | ||
| ADD ALTERNATE - OPEN CUT SEWER REPAIR | - | - |
| 1) Subtotal | $ - 0 |
| 2) Subtotal | $ - 0 |
| 3) Subtotal | $ - 0 |
| 4) Subtotal | $ - 0 |
| 5) Subtotal | $ - 0 |
| 6) Subtotal | $ - 0 |
| 7) Subtotal | $ - 0 |
| 8) Subtotal | $ - 0 |
| 9) Add Alternate Subtotal | $ - 0 |
Grant Total $ - 0
File details come from the government source that posted it. Updated .