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Written by GovTribe AI
· Apr 13, 2025
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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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 Apr 13, 2025 .