WI
Wisconsin DOT · Bid Tabulation
Contract 20260414010
Lone Rock - Sth 154; Wisconsin River To Ush 14
- County
- Richland, Sauk
- Letting
- April 14, 2026
- Bidders
- 1
Apparent low bid
D L GASSER CONSTRUCTION
$945,346.35
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | D L GASSER CONSTRUCTION $945,346.35 | |
|---|---|---|---|---|---|
| Unit Price | Extension | ||||
| 204.0110 | Removing Asphaltic Surface | 154 | SY | $27.2700 | $4,199.58 |
| 204.0115 | Removing Asphaltic Surface Butt Joints | 635 | SY | $29.2200 | $18,554.70 |
| 204.0120 | Removing Asphaltic Surface Milling | 23,870 | SY | $3.8800 | $92,615.60 |
| 204.0150 | Removing Curb & Gutter | 337 | LF | $25.0000 | $8,425.00 |
| 204.0155 | Removing Concrete Sidewalk | 413 | SY | $25.0000 | $10,325.00 |
| 205.0100 | Excavation Common | 11 | CY | $454.0000 | $4,994.00 |
| 211.0101 | Prepare Foundation for Asphaltic Paving (project) 01. 5770-02-71 | 1 | EACH | $5,200.0000 | $5,200.00 |
| 213.0100 | Finishing Roadway (project) 01. 5770-02-71 | 1 | EACH | $3,100.0000 | $3,100.00 |
| 305.0110 | Base Aggregate Dense 3/4-Inch | 148 | TON | $50.0000 | $7,400.00 |
| 455.0605 | Tack Coat | 1,716 | GAL | $2.4000 | $4,118.40 |
| 460.2000 | Incentive Density HMA Pavement | 3,080 | DOL | $1.0000 | $3,080.00 |
| 460.5224 | HMA Pavement 4 LT 58-28 S | 4,802 | TON | $87.5000 | $420,175.00 |
| 465.0105 | Asphaltic Surface | 140 | TON | $166.0000 | $23,240.00 |
| 465.0110 | Asphaltic Surface Patching | 25 | TON | $200.0000 | $5,000.00 |
| 465.0125 | Asphaltic Surface Temporary | 1 | TON | $200.0000 | $200.00 |
| 601.0411 | Concrete Curb & Gutter 30-Inch Type D | 367 | LF | $40.0000 | $14,680.00 |
| 601.0600 | Concrete Curb Pedestrian | 331 | LF | $70.0000 | $23,170.00 |
| 602.0405 | Concrete Sidewalk 4-Inch | 2,936 | SF | $10.0000 | $29,360.00 |
| 602.0415 | Concrete Sidewalk 6-Inch | 396 | SF | $9.0000 | $3,564.00 |
| 602.0505 | Curb Ramp Detectable Warning Field Yellow | 254 | SF | $50.0000 | $12,700.00 |
| 611.8110 | Adjusting Manhole Covers | 4 | EACH | $1,500.0000 | $6,000.00 |
| 611.8115 | Adjusting Inlet Covers | 10 | EACH | $400.0000 | $4,000.00 |
| 618.0100 | Maintenance and Repair of Haul Roads (project) 01. 5770-02-71 | 1 | EACH | $0.0100 | $0.01 |
| 619.1000 | Mobilization | 1 | EACH | $74,096.0600 | $74,096.06 |
| 624.0100 | Water | 3 | MGAL | $500.0000 | $1,500.00 |
| 625.0100 | Topsoil | 285 | SY | $14.0000 | $3,990.00 |
| 627.0200 | Mulching | 285 | SY | $1.0000 | $285.00 |
| 628.1504 | Silt Fence | 103 | LF | $10.0000 | $1,030.00 |
| 628.1905 | Mobilizations Erosion Control | 3 | EACH | $100.0000 | $300.00 |
| 628.1910 | Mobilizations Emergency Erosion Control | 3 | EACH | $100.0000 | $300.00 |
| 628.7015 | Inlet Protection Type C | 11 | EACH | $60.0000 | $660.00 |
| 629.0205 | Fertilizer Type A | 0.2 | CWT | $200.0000 | $40.00 |
| 630.0140 | Seeding Mixture No. 40 | 2 | LB | $25.0000 | $50.00 |
| 630.0500 | Seed Water | 7 | MGAL | $50.0000 | $350.00 |
| 634.0614 | Posts Wood 4x6-Inch X 14-FT | 12 | EACH | $90.0000 | $1,080.00 |
| 637.2210 | Signs Type II Reflective H | 21 | SF | $30.0000 | $630.00 |
| 638.2102 | Moving Signs Type II | 4 | EACH | $200.0000 | $800.00 |
| 638.2602 | Removing Signs Type II | 2 | EACH | $50.0000 | $100.00 |
| 642.5201 | Field Office Type C | 1 | EACH | $8,200.0000 | $8,200.00 |
| 643.0300 | Traffic Control Drums | 809 | DAY | $0.2000 | $161.80 |
| 643.0420 | Traffic Control Barricades Type III | 885 | DAY | $0.4500 | $398.25 |
| 643.0705 | Traffic Control Warning Lights Type A | 560 | DAY | $0.2000 | $112.00 |
| 643.0900 | Traffic Control Signs | 4,367 | DAY | $0.2000 | $873.40 |
| 643.0920 | Traffic Control Covering Signs Type II | 41 | EACH | $105.0000 | $4,305.00 |
| 643.1050 | Traffic Control Signs PCMS | 28 | DAY | $45.0000 | $1,260.00 |
| 643.3165 | Temporary Marking Line Paint 6-Inch | 24,474 | LF | $0.2700 | $6,607.98 |
| 643.5000 | Traffic Control | 1 | EACH | $30,500.0000 | $30,500.00 |
| 644.1430 | Temporary Pedestrian Surface Plate | 800 | SF | $5.2500 | $4,200.00 |
| 644.1601 | Temporary Pedestrian Curb Ramp | 77 | DAY | $24.0000 | $1,848.00 |
| 644.1605 | Temporary Pedestrian Detectable Warning Field | 165 | SF | $4.0000 | $660.00 |
| 644.1810 | Temporary Pedestrian Barricade | 3,170 | LF | $4.7500 | $15,057.50 |
| 644.1900.S | Temporary Audible Message Devices | 108 | DAY | $8.0000 | $864.00 |
| 646.2040 | Marking Line Grooved Wet Ref Epoxy 6-Inch | 24,729 | LF | $1.6400 | $40,555.56 |
| 646.5220 | Marking Symbol Epoxy | 2 | EACH | $216.9000 | $433.80 |
| 646.5320 | Marking Railroad Crossing Epoxy | 2 | EACH | $2,215.9900 | $4,431.98 |
| 646.6120 | Marking Stop Line Epoxy 18-Inch | 22 | LF | $18.6700 | $410.74 |
| 646.7120 | Marking Diagonal Epoxy 12-Inch | 88 | LF | $18.1900 | $1,600.72 |
| 646.7420 | Marking Crosswalk Epoxy Transverse Line 6-Inch | 920 | LF | $13.7300 | $12,631.60 |
| 646.8320 | Marking Parking Stall Epoxy | 498 | LF | $6.0600 | $3,017.88 |
| 650.5500 | Construction Staking Curb Gutter and Curb & Gutter | 698 | LF | $1.0000 | $698.00 |
| 650.8000 | Construction Staking Resurfacing Reference | 7,066 | LF | $0.1700 | $1,201.22 |
| 650.9000 | Construction Staking Curb Ramps | 14 | EACH | $130.0000 | $1,820.00 |
| 650.9500 | Construction Staking Sidewalk (project) 01. 5770-02-71 | 1 | EACH | $775.0000 | $775.00 |
| 650.9911 | Construction Staking Supplemental Control (project) 01. 5770-02-71 | 1 | EACH | $550.0000 | $550.00 |
| 680.0100 | Public Land Reference Monument Verify and Reset | 1 | EACH | $500.0000 | $500.00 |
| 690.0150 | Sawing Asphalt | 606 | LF | $1.9600 | $1,187.76 |
| 690.0250 | Sawing Concrete | 84 | LF | $3.5000 | $294.00 |
| 740.0440 | Incentive IRI Ride | 2,677 | DOL | $1.0000 | $2,677.00 |
| SPV.0060 | Special 02. Adjusting Water Valve Boxes | 2 | EACH | $750.0050 | $1,500.01 |
| SPV.0180 | Special 01. Removing Distressed Pavement Milling | 698 | SY | $9.6000 | $6,700.80 |
Source: public Wisconsin DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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