WI
Wisconsin DOT · Bid Tabulation
Contract 20260414007
Lodi - Baraboo; STH 78 to Mound Street
- County
- Sauk
- Letting
- April 14, 2026
- Bidders
- 2
Apparent low bid
D L GASSER CONSTRUCTION
$4,417,774.99
Other bidders
TRI-COUNTY PAVING, INC.
$5,484,846.95
Bid Items - unit price and extension by bidder
| Item | Description | Qty | UOM | D L GASSER CONSTRUCTION $4,417,774.99 | TRI-COUNTY PAVING, INC. $5,484,846.95 | ||
|---|---|---|---|---|---|---|---|
| Unit Price | Extension | Unit Price | Extension | ||||
| 201.0220 | Grubbing | 91 | ID | $37.5000 | $3,412.50 | $37.5000 | $3,412.50 |
| 203.0100 | Removing Small Pipe Culverts | 5 | EACH | $350.0000 | $1,750.00 | $950.0000 | $4,750.00 |
| 204.0110 | Removing Asphaltic Surface | 323 | SY | $4.0000 | $1,292.00 | $10.0000 | $3,230.00 |
| 204.0120 | Removing Asphaltic Surface Milling | 121,367 | SY | $1.0000 | $121,367.00 | $3.8500 | $467,262.95 |
| 204.0150 | Removing Curb & Gutter | 146 | LF | $10.0000 | $1,460.00 | $10.0000 | $1,460.00 |
| 204.0165 | Removing Guardrail | 2,615 | LF | $2.0000 | $5,230.00 | $2.0000 | $5,230.00 |
| 204.9060.S | Removing (item description) 01. Existing Culvert Endwall | 2 | EACH | $300.0000 | $600.00 | $1,000.0000 | $2,000.00 |
| 204.9090.S | Removing (item description) 03. Removing Small Culvert Pipe | 33 | LF | $216.6667 | $6,750.00 | $98.3333 | $3,135.00 |
| 205.0100 | Excavation Common | 10,189 | CY | $16.0000 | $163,024.00 | $17.9400 | $182,790.66 |
| 211.0500 | Prepare Foundation for Base Aggregate | 5.4 | STA | $100.0000 | $540.00 | $100.0000 | $540.00 |
| 213.0100 | Finishing Roadway (project) 02. 5620-00-73 | 2 | EACH | $1,000.0000 | $2,000.00 | $25,000.0000 | $50,000.00 |
| 305.0110 | Base Aggregate Dense 3/4-Inch | 3,384 | TON | $27.5000 | $93,060.00 | $29.0700 | $98,372.88 |
| 305.0120 | Base Aggregate Dense 1 1/4-Inch | 17,699 | TON | $20.1500 | $356,634.85 | $20.5600 | $363,891.44 |
| 312.0110 | Select Crushed Material | 359 | TON | $27.8500 | $9,998.15 | $22.0000 | $7,898.00 |
| 455.0605 | Tack Coat | 9,728 | GAL | $0.0100 | $97.28 | $2.5000 | $24,320.00 |
| 460.0105.S | HMA Percent Within Limits (PWL) Test Strip Volumetrics | 2 | EACH | $2,550.0000 | $5,100.00 | $15,000.0000 | $30,000.00 |
| 460.0110.S | HMA Percent Within Limits (PWL) Test Strip Density | 2 | EACH | $600.0000 | $1,200.00 | $15,000.0000 | $30,000.00 |
| 460.2005 | Incentive Density PWL HMA Pavement | 40,203 | DOL | $1.0000 | $40,203.00 | $1.0000 | $40,203.00 |
| 460.2007 | Incentive Density HMA Pavement Longitudinal Joints | 8,045 | DOL | $1.0000 | $8,045.00 | $1.0000 | $8,045.00 |
| 460.2010 | Incentive Air Voids HMA Pavement | 40,203 | DOL | $1.0000 | $40,203.00 | $1.0000 | $40,203.00 |
| 460.5223 | HMA Pavement 3 LT 58-28 S | 17,969 | TON | $74.5000 | $1,338,690.50 | $73.0000 | $1,311,737.00 |
| 460.5224 | HMA Pavement 4 LT 58-28 S | 13,979 | TON | $74.5000 | $1,041,435.50 | $76.5000 | $1,069,393.50 |
| 465.0105 | Asphaltic Surface | 58 | TON | $148.0000 | $8,584.00 | $125.0000 | $7,250.00 |
| 465.0120 | Asphaltic Surface Driveways and Field Entrances | 158 | TON | $245.0000 | $38,710.00 | $125.0000 | $19,750.00 |
| 465.0315 | Asphaltic Flumes | 46 | SY | $108.0000 | $4,968.00 | $30.0000 | $1,380.00 |
| 465.0520 | Asphaltic Rumble Strips, Shoulder | 2,500 | LF | $0.4600 | $1,150.00 | $0.2800 | $687.50 |
| 465.0560 | Asphaltic Rumble Strips, Centerline | 40,221 | LF | $0.2900 | $11,664.09 | $0.2800 | $11,060.78 |
| 504.1001.S | Precast Concrete Wingwalls (structure) 02. STA 281+13 | 2 | EACH | $2,812.5000 | $5,625.00 | $2,690.0000 | $5,380.00 |
| 504.2000.S | Precast Concrete Box Culvert (ft X ft) 02. 3-FT X 2-FT | 25 | LF | $832.5000 | $21,060.00 | $400.0000 | $10,000.00 |
| 520.8000 | Concrete Collars for Pipe | 7 | EACH | $1,500.0000 | $10,500.00 | $1,000.0000 | $7,000.00 |
| 520.8700 | Cleaning Culvert Pipes | 12 | EACH | $425.0000 | $5,100.00 | $525.0000 | $6,300.00 |
| 521.1018 | Apron Endwalls for Culvert Pipe Steel 18-Inch | 3 | EACH | $460.0000 | $1,380.00 | $264.0000 | $792.00 |
| 521.1024 | Apron Endwalls for Culvert Pipe Steel 24-Inch | 5 | EACH | $525.0000 | $2,625.00 | $365.0000 | $1,825.00 |
| 521.1228 | Apron Endwalls for Pipe Arch Steel 28x20-Inch | 3 | EACH | $600.0000 | $1,800.00 | $350.0000 | $1,050.00 |
| 521.3118 | Culvert Pipe Corrugated Steel 18-Inch | 30 | LF | $88.0000 | $2,640.00 | $75.0000 | $2,250.00 |
| 521.3124 | Culvert Pipe Corrugated Steel 24-Inch | 85 | LF | $146.0000 | $12,410.00 | $85.0000 | $7,225.00 |
| 521.3728 | Pipe Arch Corrugated Steel 28x20-Inch | 46 | LF | $153.0000 | $7,038.00 | $95.0000 | $4,370.00 |
| 522.2419 | Culvert Pipe Reinforced Concrete Horizontal Elliptical Class HE-IV 19x30-Inch | 72 | LF | $248.0000 | $17,856.00 | $190.0000 | $13,680.00 |
| 522.2619 | Apron Endwalls for Culvert Pipe Reinforced Concrete Horizontal Elliptical 19x30-Inch | 2 | EACH | $1,840.0000 | $3,680.00 | $1,700.0000 | $3,400.00 |
| 601.0411 | Concrete Curb & Gutter 30-Inch Type D | 624 | LF | $30.0000 | $18,720.00 | $30.0000 | $18,720.00 |
| 606.0200 | Riprap Medium | 55 | CY | $113.0000 | $6,215.00 | $150.0000 | $8,250.00 |
| 608.0412 | Storm Sewer Pipe Reinforced Concrete Class IV 12-Inch | 8 | LF | $132.0000 | $1,056.00 | $500.0000 | $4,000.00 |
| 611.0410 | Reconstructing Catch Basins | 2 | EACH | $700.0000 | $1,400.00 | $1,500.0000 | $3,000.00 |
| 611.0624 | Inlet Covers Type H | 1 | EACH | $1,200.0000 | $1,200.00 | $1,000.0000 | $1,000.00 |
| 611.1230 | Catch Basins 2x3-FT | 1 | EACH | $6,350.0000 | $6,350.00 | $2,955.0000 | $2,955.00 |
| 614.2300 | MGS Guardrail 3 | 38 | LF | $26.0000 | $988.00 | $26.0000 | $988.00 |
| 614.2330 | MGS Guardrail 3 K | 1,393 | LF | $38.0000 | $52,934.00 | $38.0000 | $52,934.00 |
| 614.2340 | MGS Guardrail 3 L | 546 | LF | $26.5000 | $14,469.00 | $26.5000 | $14,469.00 |
| 614.2350 | MGS Guardrail Short Radius | 104 | LF | $34.0000 | $3,536.00 | $34.0000 | $3,536.00 |
| 614.2500 | MGS Thrie Beam Transition | 160 | LF | $84.0000 | $13,440.00 | $84.0000 | $13,440.00 |
| 614.2610 | MGS Guardrail Terminal EAT | 16 | EACH | $3,450.0000 | $55,200.00 | $3,450.0000 | $55,200.00 |
| 614.2630 | MGS Guardrail Short Radius Terminal | 4 | EACH | $2,400.0000 | $9,600.00 | $2,400.0000 | $9,600.00 |
| 618.0100 | Maintenance and Repair of Haul Roads (project) 01. 5620-00-72 | 1 | EACH | $1,000.0000 | $1,000.00 | $1.0000 | $1.00 |
| 619.1000 | Mobilization | 1 | EACH | $48,661.3200 | $48,661.32 | $400,000.0000 | $400,000.00 |
| 624.0100 | Water | 472 | MGAL | $5.4600 | $2,577.12 | $65.0000 | $30,680.00 |
| 625.0100 | Topsoil | 83,316 | SY | $1.5000 | $124,974.00 | $2.0000 | $166,632.00 |
| 627.0200 | Mulching | 46,203 | SY | $0.3000 | $13,860.90 | $0.3000 | $13,860.90 |
| 628.1504 | Silt Fence | 6,082 | LF | $1.9500 | $11,859.90 | $1.9500 | $11,859.90 |
| 628.1520 | Silt Fence Maintenance | 6,082 | LF | $0.0100 | $60.82 | $0.0100 | $60.82 |
| 628.1905 | Mobilizations Erosion Control | 19 | EACH | $1.0000 | $19.00 | $1.0000 | $19.00 |
| 628.1910 | Mobilizations Emergency Erosion Control | 4 | EACH | $1.0000 | $4.00 | $1.0000 | $4.00 |
| 628.2008 | Erosion Mat Urban Class I Type B | 6,071 | SY | $1.5500 | $9,410.05 | $1.5500 | $9,410.05 |
| 628.7010 | Inlet Protection Type B | 3 | EACH | $65.0000 | $195.00 | $65.0000 | $195.00 |
| 628.7504 | Temporary Ditch Checks | 619 | LF | $7.5000 | $4,642.50 | $7.5000 | $4,642.50 |
| 628.7555 | Culvert Pipe Checks | 55 | EACH | $18.0000 | $990.00 | $18.0000 | $990.00 |
| 629.0210 | Fertilizer Type B | 67 | CWT | $88.0000 | $5,896.00 | $88.0000 | $5,896.00 |
| 630.0130 | Seeding Mixture No. 30 | 1,109 | LB | $8.7500 | $9,703.75 | $8.7500 | $9,703.75 |
| 630.0170 | Seeding Mixture No. 70 | 219 | LB | $175.0000 | $38,325.00 | $175.0000 | $38,325.00 |
| 630.0400 | Seeding Nurse Crop | 431 | LB | $5.0000 | $2,155.00 | $5.0000 | $2,155.00 |
| 630.0500 | Seed Water | 1,885 | MGAL | $10.0000 | $18,850.00 | $10.0000 | $18,850.00 |
| 633.5200 | Markers Culvert End | 9 | EACH | $65.0000 | $585.00 | $65.0000 | $585.00 |
| 634.0618 | Posts Wood 4x6-Inch X 18-FT | 10 | EACH | $105.0000 | $1,050.00 | $105.0000 | $1,050.00 |
| 637.2230 | Signs Type II Reflective F | 66.25 | SF | $25.0000 | $1,656.25 | $25.0000 | $1,656.25 |
| 638.2102 | Moving Signs Type II | 22 | EACH | $175.0000 | $3,850.00 | $175.0000 | $3,850.00 |
| 638.2602 | Removing Signs Type II | 11 | EACH | $35.0000 | $385.00 | $35.0000 | $385.00 |
| 638.3000 | Removing Small Sign Supports | 10 | EACH | $35.0000 | $350.00 | $35.0000 | $350.00 |
| 638.4000 | Moving Small Sign Supports | 20 | EACH | $150.0000 | $3,000.00 | $150.0000 | $3,000.00 |
| 642.5201 | Field Office Type C | 1 | EACH | $18,613.7200 | $18,613.72 | $20,000.0000 | $20,000.00 |
| 643.0420 | Traffic Control Barricades Type III | 1,654 | DAY | $0.6000 | $992.40 | $0.6000 | $992.40 |
| 643.0705 | Traffic Control Warning Lights Type A | 3,012 | DAY | $0.1100 | $331.32 | $0.1100 | $331.32 |
| 643.0900 | Traffic Control Signs | 11,831 | DAY | $0.4000 | $4,732.40 | $0.4000 | $4,732.40 |
| 643.0920 | Traffic Control Covering Signs Type II | 15 | EACH | $35.0000 | $525.00 | $35.0000 | $525.00 |
| 643.1000 | Traffic Control Signs Fixed Message | 214 | SF | $19.0000 | $4,066.00 | $19.0000 | $4,066.00 |
| 643.1050 | Traffic Control Signs PCMS | 28 | DAY | $60.0000 | $1,680.00 | $60.0000 | $1,680.00 |
| 643.3165 | Temporary Marking Line Paint 6-Inch | 160,884 | LF | $0.2900 | $46,656.36 | $0.2900 | $46,656.36 |
| 643.3820 | Temporary Marking Stop Line Epoxy 18-Inch | 54 | LF | $18.0000 | $972.00 | $18.0000 | $972.00 |
| 643.5000 | Traffic Control | 1 | EACH | $31,279.9100 | $31,279.91 | $45,000.0000 | $45,000.00 |
| 645.0120 | Geotextile Type HR | 134 | SY | $7.0000 | $938.00 | $7.0000 | $938.00 |
| 646.2040 | Marking Line Grooved Wet Ref Epoxy 6-Inch | 149,013 | LF | $1.1000 | $163,914.30 | $1.1000 | $163,914.30 |
| 646.5320 | Marking Railroad Crossing Epoxy | 2 | EACH | $1,600.0000 | $3,200.00 | $1,600.0000 | $3,200.00 |
| 646.6120 | Marking Stop Line Epoxy 18-Inch | 27 | LF | $25.0000 | $675.00 | $25.0000 | $675.00 |
| 648.0100 | Locating No-Passing Zones | 1.1 | MI | $2,200.0000 | $2,420.00 | $2,200.0000 | $2,420.00 |
| 650.4000 | Construction Staking Storm Sewer | 2 | EACH | $250.0000 | $500.00 | $300.0000 | $600.00 |
| 650.4500 | Construction Staking Subgrade | 1,250 | LF | $0.0100 | $12.50 | $0.0100 | $12.50 |
| 650.5000 | Construction Staking Base | 1,250 | LF | $2.0000 | $2,500.00 | $0.0100 | $12.50 |
| 650.5500 | Construction Staking Curb Gutter and Curb & Gutter | 624 | LF | $3.0000 | $1,872.00 | $1.7500 | $1,092.00 |
| 650.6000 | Construction Staking Pipe Culverts | 7 | EACH | $300.0000 | $2,100.00 | $200.0000 | $1,400.00 |
| 650.6501 | Construction Staking Structure Layout (structure) 02. 2-FT X 2-FT Box Culvert | 2 | EACH | $400.0000 | $800.00 | $1,500.0000 | $3,000.00 |
| 650.8000 | Construction Staking Resurfacing Reference | 38,971 | LF | $0.2500 | $9,742.75 | $0.1900 | $7,404.49 |
| 650.9911 | Construction Staking Supplemental Control (project) 02. 5620-00-73 | 2 | EACH | $800.0000 | $1,600.00 | $2,750.0000 | $5,500.00 |
| 650.9920 | Construction Staking Slope Stakes | 1,250 | LF | $2.0000 | $2,500.00 | $2.0000 | $2,500.00 |
| 690.0150 | Sawing Asphalt | 1,777 | LF | $1.6500 | $2,932.05 | $2.0000 | $3,554.00 |
| 690.0250 | Sawing Concrete | 16 | LF | $4.0000 | $64.00 | $3.0000 | $48.00 |
| 740.0440 | Incentive IRI Ride | 20,111 | DOL | $1.0000 | $20,111.00 | $1.0000 | $20,111.00 |
| ASP.1T0A | On-the-Job Training Apprentice at $5.00/HR | 2,400 | HRS | $5.0000 | $12,000.00 | $5.0000 | $12,000.00 |
| ASP.1T0G | On-the-Job Training Graduate at $5.00/HR | 2,160 | HRS | $5.0000 | $10,800.00 | $5.0000 | $10,800.00 |
| SPV.0060 | Special 02. Site Mowing | 4 | EACH | $1,850.0000 | $8,700.00 | $1,587.5000 | $8,175.00 |
| SPV.0090 | Special 01. Ditch Cleaning | 700 | LF | $25.0000 | $17,500.00 | $28.5000 | $19,950.00 |
| SPV.0180 | Special 02. Weed Free Mulch | 157,337 | SY | $0.9500 | $154,992.80 | $1.6000 | $329,056.30 |
Source: public Wisconsin DOT letting records, republished by BidTabs.us. Figures are reproduced as submitted at letting.
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