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Contractor:
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Dickinson County Wildlife Areas and State Parks | Date: 6/18/2026 | Project No. |
| Road Maintenance | County: | DICKINSON | Time: 11:00 a.m. | 25-01-30-05 |
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| Estimated Cost: $965,000.00 | Contractor: | | Beck Excavating, Inc | Midwest Coatings Company Inc | Blacktop Service Co | | |||||||
| Funding Source: 75% Park & Institutional Road Fund, 25% Infrastructure, | | 2903 15th St | | 1425 280th Street | | 100 Industrial Ave | | ||||||
| Spirit Lake IA 51360 | | Modale IA 51556 | | Humboldt IA 50548 | | |||||||
| Plan Sets Requested: 5 | Quantities | | 712-336-0777 | | 712-645-2045 | | 515-332-4208 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Binder Bitumen, MC-3000 | 35610 | GAL. | | $4.45 | $158,464.50 | | $4.35 | $154,903.50 | | $5.40 | $192,294.00 | |
| 2 | Aggregate, Roadway Cover, 3/8" | 1544 | Tons | | $59.20 | $91,404.80 | | $67.90 | $104,837.60 | | $45.31 | $69,958.64 | |
| 3 | Preparation of Surface - Microsurfacing | 1.73 | MI. | | $3,150.00 | $5,449.50 | | $15,000.00 | $25,950.00 | | $11,628.00 | $20,116.44 | |
| 4 | Emulsified Asphalt - Microsurfacing | 4976 | GAL. | | $6.00 | $29,856.00 | | $6.95 | $34,583.20 | | $10.10 | $50,257.60 | |
| 5 | Aggregate - Microsurfacing, L-2 | 174 | Tons | | $71.35 | $12,414.90 | | $135.00 | $23,490.00 | | $279.40 | $48,615.60 | |
| 6 | Slurry Level | 1.08 | MI. | | $14,000.00 | $15,120.00 | | $7,500.00 | $8,100.00 | | $20,085.00 | $21,691.80 | |
| 7 | Preparation of Surface - Slurry | 1.08 | MI. | | $850.00 | $918.00 | | $7,500.00 | $8,100.00 | | $3,888.25 | $4,199.31 | |
| 8 | Emulsified Asphalt - Slurry Level, Wedge, Treatment | 95 | GAL. | | $4.45 | $422.75 | | $7.25 | $688.75 | | $3.61 | $342.95 | |
| 9 | Clean and Fill Crack (HMA Surfaces) | 6.35 | MI. | | $2,800.00 | $17,780.00 | | $8,400.00 | $53,340.00 | | $13,095.00 | $83,153.25 | |
| 10 | Sealer Material (HMA Surfaces) | 6350 | LB. | | $1.50 | $9,525.00 | | $1.00 | $6,350.00 | | $1.13 | $7,175.50 | |
| 11 | Crack and Joint Clean and Fill (PCC Pavement) | 0.11 | MI. | | $8,800.00 | $968.00 | | $30,000.00 | $3,300.00 | | $14,420.00 | $1,586.20 | |
| 12 | Sealer Material (PCC Surfaces) | 10 | LB. | | $3.50 | $35.00 | | $1.00 | $10.00 | | $1.13 | $11.30 | |
| 13 | Patch, Full-Depth Finish, 6-inch, by Area, HMA | 415.2 | S.Y. | | $82.00 | $34,046.40 | | $127.00 | $52,730.40 | | $147.29 | $61,154.808 | |
| 14 | Patch, Full-Depth Finish, 6-inch, by Count, HMA | 20 | Each | | $250.00 | $5,000.00 | | $100.00 | $2,000.00 | | $51.50 | $1,030.00 | |
| 15 | Patch, Partial-Depth Repair, by Area, HMA | 74.2 | S.Y. | | $52.00 | $3,858.40 | | $61.00 | $4,526.20 | | $20.60 | $1,528.52 | |
| 16 | Patch, Partial-Depth Finish, by Area (Greater than 50 ft in length) | 106.7 | S.Y. | | $78.00 | $8,322.60 | | $53.00 | $5,655.10 | | $24.72 | $2,637.624 | |
| 17 | HMA (Partial Depth Patch Material) | 6 | Tons | | $155.00 | $930.00 | | $185.00 | $1,110.00 | | $185.40 | $1,112.40 | |
| 18 | Patch By Count (Repair) HMA | 6 | Each | | $250.00 | $1,500.00 | | $200.00 | $1,200.00 | | $51.50 | $309.00 | |
| 19 | Subbase (Patch) | 167 | S.Y. | | $12.00 | $2,004.00 | | $39.00 | $6,513.00 | | $56.65 | $9,460.55 | |
| 20 | Curb and Gutter, 2.0' | 13 | L.F. | | $80.00 | $1,040.00 | | $150.00 | $1,950.00 | | $139.05 | $1,807.65 | |
| 21 | Concrete Ditch | 80 | S.Y. | | $125.00 | $10,000.00 | | $225.00 | $18,000.00 | | $195.70 | $15,656.00 | |
| 22 | Pavement Scarification | 1204 | S.Y. | | $4.50 | $5,418.00 | | $12.75 | $15,351.00 | | $6.00 | $7,224.00 | |
| 23 | Hot Mix Asphalt, Thin Lift Surface, 3/8 In. Mix | 68 | Tons | | $210.00 | $14,280.00 | | $150.00 | $10,200.00 | | $147.28 | $10,015.04 | |
| 24 | Hot Mix Asphalt, Standard Traffic, Intermediate Course, 1/2" | 133 | Tons | | $190.00 | $25,270.00 | | $200.00 | $26,600.00 | | $117.50 | $15,627.50 | |
| 25 | Asphalt Binder, PG 64-34E+ | 5.5 | Tons | | $800.00 | $4,400.00 | | $1,200.00 | $6,600.00 | | $1,931.00 | $10,620.50 | |
| 26 | Asphalt Binder, PG 58-28S | 7 | Tons | | $450.00 | $3,150.00 | | $750.00 | $5,250.00 | | $545.00 | $3,815.00 | |
| 27 | Blade and Shape Shoulder Material | 1.35 | STA. | | $1,112.00 | $1,501.20 | | $1,200.00 | $1,620.00 | | $1,500.00 | $2,025.00 | |
| 28 | Reconstruction of Roadbed, Blade and Shape | 78.16 | STA. | | $124.00 | $9,691.84 | | $530.00 | $41,424.80 | | $1,100.00 | $85,976.00 | |
| 29 | Granular Surface On Road, Class A | 2050 | Tons | | $37.00 | $75,850.00 | | $37.00 | $75,850.00 | | $87.40 | $179,170.00 | |
| 30 | Granular Shoulder, Type B | 9 | Tons | | $37.00 | $333.00 | | $45.00 | $405.00 | | $87.40 | $786.60 | |
| 31 | Revetment, Class E | 28 | Tons | | $62.00 | $1,736.00 | | $130.00 | $3,640.00 | | $164.80 | $4,614.40 | |
| 32 | Culvert, Concrete Roadway Pipe, 12" | 38 | L.F. | | $82.00 | $3,116.00 | | $400.00 | $15,200.00 | | $190.55 | $7,240.90 | |
| 33 | Apron, Concrete, 12" | 2 | Each | | $2,117.00 | $4,234.00 | | $2,500.00 | $5,000.00 | | $1,905.50 | $3,811.00 | |
| 34 | Remove Culvert Less Than or Equal To 36" | 38 | L.F. | | $25.00 | $950.00 | | $50.00 | $1,900.00 | | $41.20 | $1,565.60 | |
| 35 | Painted Pavement Marking, High-Build Waterborne | 87 | STA. | | $69.00 | $6,003.00 | | $69.07 | $6,009.09 | | $61.80 | $5,376.60 | |
| 36 | Reshaping Ditch | 0 | STA. | | $350.00 | $0.00 | | $1,700.00 | $0.00 | | $2,500.00 | $0.00 | |
| 37 | Excavation, Class 13, Widen | 3.8 | C.Y. | | $50.00 | $190.00 | | $175.00 | $665.00 | | $30.90 | $117.42 | |
| 38 | Base Widening, 6" HMA | 11.2 | S.Y. | | $125.00 | $1,400.00 | | $126.00 | $1,411.20 | | $147.29 | $1,649.648 | |
| 39 | Modified Subbase | 1.9 | C.Y. | | $100.00 | $190.00 | | $75.00 | $142.50 | | $206.00 | $391.40 | |
| 40 | Clearing and Grubbing | 1 | Units | | $1,800.00 | $1,800.00 | | $10,000.00 | $10,000.00 | | $2,266.00 | $2,266.00 | |
| 41 | Traffic Control | 1 | L.S. | | $4,500.00 | $4,500.00 | | $40,000.00 | $40,000.00 | | $8,130.00 | $8,130.00 | |
| 42 | Mobilization | 1 | L.S. | | $53,000.00 | $53,000.00 | | $80,000.00 | $80,000.00 | | $55,100.00 | $55,100.00 | |
| | | | | | | | | | | | | |
| $626,072.89 | | $864,606.34 | | $999,621.75 | | ||||||||
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6/26/2026