WI
Wisconsin DOT · Bid Tabulation
Contract 20260414022
Merrill - Tomahawk; Wilderness Drive to CTH S
- County
- Lincoln
- Letting
- April 14, 2026
- Bidders
- 1
Apparent low bid
AMERICAN ASPHALT OF WISCONSIN
$3,296,048.23
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | AMERICAN ASPHALT OF WISCONSIN $3,296,048.23 | |
|---|---|---|---|---|---|
| Unit Price | Extension | ||||
| 201.0205 | Grubbing | 20 | STA | $600.0000 | $12,000.00 |
| 203.0100 | Removing Small Pipe Culverts | 13 | EACH | $800.0000 | $10,400.00 |
| 204.0115 | Removing Asphaltic Surface Butt Joints | 2,415 | SY | $9.1600 | $22,121.40 |
| 204.0120 | Removing Asphaltic Surface Milling | 178,700 | SY | $0.9400 | $167,978.00 |
| 205.0100 | Excavation Common | 3,495 | CY | $21.3500 | $74,618.25 |
| 211.0101 | Prepare Foundation for Asphaltic Paving (project) 01. 9305-07-70 | 1 | EACH | $10,000.0000 | $10,000.00 |
| 213.0100 | Finishing Roadway (project) 01. 9305-07-70 | 1 | EACH | $2,500.0000 | $2,500.00 |
| 305.0110 | Base Aggregate Dense 3/4-Inch | 6,790 | TON | $18.7100 | $127,040.90 |
| 305.0120 | Base Aggregate Dense 1 1/4-Inch | 3,440 | TON | $24.0000 | $82,560.00 |
| 455.0605 | Tack Coat | 12,850 | GAL | $3.0500 | $39,192.50 |
| 460.0105.S | HMA Percent Within Limits (PWL) Test Strip Volumetrics | 1 | EACH | $4,500.0000 | $4,500.00 |
| 460.0110.S | HMA Percent Within Limits (PWL) Test Strip Density | 1 | EACH | $4,500.0000 | $4,500.00 |
| 460.2005 | Incentive Density PWL HMA Pavement | 19,580 | DOL | $1.0000 | $19,580.00 |
| 460.2007 | Incentive Density HMA Pavement Longitudinal Joints | 28,600 | DOL | $1.0000 | $28,600.00 |
| 460.2010 | Incentive Air Voids HMA Pavement | 20,190 | DOL | $1.0000 | $20,190.00 |
| 460.5224 | HMA Pavement 4 LT 58-28 S | 20,190 | TON | $77.5000 | $1,564,725.00 |
| 465.0105 | Asphaltic Surface | 770 | TON | $121.5000 | $93,555.00 |
| 465.0110 | Asphaltic Surface Patching | 2,100 | TON | $86.6500 | $181,965.00 |
| 465.0120 | Asphaltic Surface Driveways and Field Entrances | 101 | TON | $197.1500 | $19,912.15 |
| 520.1024 | Apron Endwalls for Culvert Pipe 24-Inch | 2 | EACH | $272.2500 | $544.50 |
| 520.3424 | Culvert Pipe Class III-A Non-metal 24-Inch | 50 | LF | $128.2500 | $6,412.50 |
| 522.0424 | Culvert Pipe Reinforced Concrete Class IV 24-Inch | 212 | LF | $194.8700 | $41,312.44 |
| 522.1024 | Apron Endwalls for Culvert Pipe Reinforced Concrete 24-Inch | 11 | EACH | $1,535.0800 | $16,885.88 |
| 522.2414 | Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 14x23-Inch | 40 | LF | $224.5500 | $8,982.00 |
| 522.2419 | Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 19x30-Inch | 186 | LF | $287.2700 | $53,432.22 |
| 522.2434 | Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 34x53-Inch | 38 | LF | $389.6800 | $14,807.84 |
| 522.2614 | Apron Endwalls for Culvert Pipe Reinforced Concrete Horizontal Elliptical 14x23-Inch | 2 | EACH | $1,412.8800 | $2,825.76 |
| 522.2619 | Apron Endwalls for Culvert Pipe Reinforced Concrete Horizontal Elliptical 19x30-Inch | 10 | EACH | $1,622.7600 | $16,227.60 |
| 522.2634 | Apron Endwalls for Culvert Pipe Reinforced Concrete Horizontal Elliptical 34x53-Inch | 2 | EACH | $2,858.7200 | $5,717.44 |
| 606.0200 | Riprap Medium | 4 | CY | $225.0000 | $900.00 |
| 608.0424 | Storm Sewer Pipe Reinforced Concrete Class IV 24-Inch | 50 | LF | $222.9100 | $11,145.50 |
| 611.0642 | Inlet Covers Type MS | 2 | EACH | $1,071.0000 | $2,142.00 |
| 611.3902 | Inlets Median 2 Grate | 1 | EACH | $3,477.2200 | $3,477.22 |
| 618.0100 | Maintenance and Repair of Haul Roads (project) 01. 9305-07-70 | 1 | EACH | $10.0000 | $10.00 |
| 619.1000 | Mobilization | 1 | EACH | $62,125.0000 | $62,125.00 |
| 624.0100 | Water | 68 | MGAL | $55.0000 | $3,740.00 |
| 625.0100 | Topsoil | 2,670 | SY | $4.7000 | $12,549.00 |
| 628.1504 | Silt Fence | 6,495 | LF | $1.7500 | $11,366.25 |
| 628.1520 | Silt Fence Maintenance | 1,650 | LF | $0.0300 | $49.50 |
| 628.1905 | Mobilizations Erosion Control | 4 | EACH | $423.0000 | $1,692.00 |
| 628.1910 | Mobilizations Emergency Erosion Control | 4 | EACH | $323.0000 | $1,292.00 |
| 628.2008 | Erosion Mat Urban Class I Type B | 2,670 | SY | $3.0500 | $8,143.50 |
| 628.7005 | Inlet Protection Type A | 1 | EACH | $185.0000 | $185.00 |
| 628.7504 | Temporary Ditch Checks | 168 | LF | $6.2500 | $1,050.00 |
| 628.7555 | Culvert Pipe Checks | 90 | EACH | $12.0000 | $1,080.00 |
| 628.7570 | Rock Bags | 200 | EACH | $6.0000 | $1,200.00 |
| 629.0210 | Fertilizer Type B | 3.3 | CWT | $145.0000 | $478.50 |
| 630.0120 | Seeding Mixture No. 20 | 86 | LB | $15.2500 | $1,311.50 |
| 630.0500 | Seed Water | 77 | MGAL | $10.0000 | $770.00 |
| 633.5200 | Markers Culvert End | 26 | EACH | $82.0000 | $2,132.00 |
| 642.5001 | Field Office Type B | 1 | EACH | $8,500.0000 | $8,500.00 |
| 643.0300 | Traffic Control Drums | 840 | DAY | $0.5000 | $420.00 |
| 643.0420 | Traffic Control Barricades Type III | 720 | DAY | $1.0000 | $720.00 |
| 643.0715 | Traffic Control Warning Lights Type C | 224 | DAY | $0.1400 | $31.36 |
| 643.0900 | Traffic Control Signs | 14,720 | DAY | $0.6500 | $9,568.00 |
| 643.0910 | Traffic Control Covering Signs Type I | 1 | EACH | $222.0000 | $222.00 |
| 643.1000 | Traffic Control Signs Fixed Message | 36 | SF | $21.0000 | $756.00 |
| 643.5000 | Traffic Control | 1 | EACH | $24,000.0000 | $24,000.00 |
| 645.0120 | Geotextile Type HR | 14 | SY | $8.0000 | $112.00 |
| 646.2040 | Marking Line Grooved Wet Ref Epoxy 6-Inch | 275,950 | LF | $1.1600 | $320,102.00 |
| 646.5320 | Marking Railroad Crossing Epoxy | 2 | EACH | $2,108.7100 | $4,217.42 |
| 646.6120 | Marking Stop Line Epoxy 18-Inch | 200 | LF | $21.1800 | $4,236.00 |
| 650.4000 | Construction Staking Storm Sewer | 1 | EACH | $500.0000 | $500.00 |
| 650.4500 | Construction Staking Subgrade | 1,070 | LF | $0.0100 | $10.70 |
| 650.5000 | Construction Staking Base | 1,070 | LF | $1.4400 | $1,540.80 |
| 650.6000 | Construction Staking Pipe Culverts | 13 | EACH | $150.0000 | $1,950.00 |
| 650.8000 | Construction Staking Resurfacing Reference | 70,170 | LF | $0.1200 | $8,420.40 |
| 650.9911 | Construction Staking Supplemental Control (project) 01. 9305-07-70 | 1 | EACH | $10.0000 | $10.00 |
| 650.9920 | Construction Staking Slope Stakes | 1,070 | LF | $1.4400 | $1,540.80 |
| 690.0150 | Sawing Asphalt | 616 | LF | $6.6500 | $4,096.40 |
| 740.0440 | Incentive IRI Ride | 53,792 | DOL | $1.0000 | $53,792.00 |
| 999.2105.S | Maintaining Climbing Turtle Exclusion Fence | 7,235 | LF | $0.2000 | $1,447.00 |
| SPV.0180 | Special 01. Removing Distressed Asphaltic Surface Milling | 18,900 | SY | $3.7000 | $69,930.00 |
Source: public Wisconsin DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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