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Contractor:
PO Box 428
Quantities
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Contractor:
Box 305
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Volga River State Rec. Area | Date: 2/24/2011 | Project No. |
| Resurfacing of paved roads - Site 2 | County: | FAYETTE | Time: 11:00 a.m. | 06-03-33-04 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $2,023,987.00 | Contractor: | | Concrete Foundations Inc | Wicks Construction Co | K Cunningham Construction Co Inc | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 2010 Kenwood Ave | | 2201 State Hwy 9 PO Box 428 | | 1025 Center Street | | ||||||
| New Hampton IA 50659 | | Decorah IA 52101 | | Cedar Falls IA 50613 | | |||||||
| Plan Sets Requested: 19 | Quantities | | 641-394-6789 | | 563-382-2325 | | 319-277-3001 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $25,000.00 | $25,000.00 | | $30,000.00 | $30,000.00 | | $19,675.00 | $19,675.00 | |
| 2 | Modified Subbase | 5688 | C.Y. | | $21.00 | $119,448.00 | | $23.00 | $130,824.00 | | $17.50 | $99,540.00 | |
| 3 | Excavation, Class 13, Waste | 5522 | C.Y. | | $3.10 | $17,118.20 | | $3.10 | $17,118.20 | | $3.50 | $19,327.00 | |
| 4 | Std/Slip Form PCC Pavement, Class C, Class 3 Dur. 7" | 30237 | S.Y. | | $19.85 | $600,204.45 | | $19.68 | $595,064.16 | | $22.40 | $677,308.80 | |
| 5 | PCC Pavement Samples | 1 | L.S. | | $500.00 | $500.00 | | $300.00 | $300.00 | | $5,000.00 | $5,000.00 | |
| 6 | Granular Shoulders, Type A | 3871 | Tons | | $8.75 | $33,871.25 | | $8.75 | $33,871.25 | | $11.80 | $45,677.80 | |
| 7 | Shoulder Construction, Earth | 66.4 | STA. | | $150.00 | $9,960.00 | | $150.00 | $9,960.00 | | $160.00 | $10,624.00 | |
| 8 | Culvert, 3000D Concrete Roadway Pipe, 24" | 32 | L.F. | | $37.17 | $1,189.44 | | $37.17 | $1,189.44 | | $34.00 | $1,088.00 | |
| 9 | Aprons, Concrete, 24" | 2 | Each | | $700.00 | $1,400.00 | | $700.00 | $1,400.00 | | $765.00 | $1,530.00 | |
| 10 | Subdrain, Longitudinal, (Shoulder) 4" | 14900 | L.F. | | $3.10 | $46,190.00 | | $3.10 | $46,190.00 | | $4.00 | $59,600.00 | |
| 11 | Excavation, Class 10, Roadway and Borrow | 4321 | C.Y. | | $3.10 | $13,395.10 | | $3.10 | $13,395.10 | | $5.00 | $21,605.00 | |
| 12 | Excavation, Class 10, Waste | 2816 | C.Y. | | $3.10 | $8,729.60 | | $3.10 | $8,729.60 | | $3.50 | $9,856.00 | |
| 13 | Bridge Approach Pavement, RK-18 | 195.54 | S.Y. | | $87.00 | $17,011.98 | | $51.50 | $10,070.31 | | $70.00 | $13,687.80 | |
| 14 | Culvert, Concrete Roadway Pipe, 36" | 72 | L.F. | | $81.11 | $5,839.92 | | $81.11 | $5,839.92 | | $92.00 | $6,624.00 | |
| 15 | Aprons, Concrete, 36" Dia. | 6 | Each | | $1,100.00 | $6,600.00 | | $1,100.00 | $6,600.00 | | $1,390.00 | $8,340.00 | |
| 16 | Removal of Existing Bridge | 1 | L.S. | | $950.00 | $950.00 | | $950.00 | $950.00 | | $1,500.00 | $1,500.00 | |
| 17 | Removal of Pavement | 23814 | S.Y. | | $1.50 | $35,721.00 | | $1.50 | $35,721.00 | | $1.55 | $36,911.70 | |
| 18 | Traffic Control | 1 | L.S. | | $2,700.00 | $2,700.00 | | $2,700.00 | $2,700.00 | | $2,700.00 | $2,700.00 | |
| 19 | Subdrain Outlet, RF-19E | 62 | Each | | $144.00 | $8,928.00 | | $144.00 | $8,928.00 | | $100.00 | $6,200.00 | |
| 20 | Construction Survey | 1 | L.S. | | $11,000.00 | $11,000.00 | | $8,000.00 | $8,000.00 | | $14,000.00 | $14,000.00 | |
| 21 | Macadam Stone Base | 1411 | Tons | | $9.90 | $13,968.90 | | $9.90 | $13,968.90 | | $10.00 | $14,110.00 | |
| 22 | Surfacing, Driveway, Class A Crushed Stone | 583 | Tons | | $10.90 | $6,354.70 | | $10.90 | $6,354.70 | | $11.80 | $6,879.40 | |
| 23 | Engineering Fabric | 5787 | S.Y. | | $2.14 | $12,384.18 | | $2.14 | $12,384.18 | | $2.00 | $11,574.00 | |
| | | | | | | | | | | | | |
| $998,464.72 | | $999,558.76 | | $1,093,358.50 | | ||||||||
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| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $2,023,987.00 | Contractor: | | Allied Manatts Group LLC | Cedar Valley Corp | Horsfield Construction Inc | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | PO Box 687 | | 2637 Wagner Rd | | 505 E Main St Box 305 | | ||||||
| Charles City IA 50616 | | Waterloo IA 50703 | | Epworth IA 52045 | | |||||||
| Plan Sets Requested: 19 | Quantities | | 641-228-4256 | | 319-235-9537 | | 563-876-3335 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $60,010.00 | $60,010.00 | | $85,700.00 | $85,700.00 | | $55,960.00 | $55,960.00 | |
| 2 | Modified Subbase | 5688 | C.Y. | | $11.50 | $65,412.00 | | $5.50 | $31,284.00 | | $5.50 | $31,284.00 | |
| 3 | Excavation, Class 13, Waste | 5522 | C.Y. | | $4.00 | $22,088.00 | | $4.00 | $22,088.00 | | $4.00 | $22,088.00 | |
| 4 | Std/Slip Form PCC Pavement, Class C, Class 3 Dur. 7" | 30237 | S.Y. | | $23.25 | $703,010.25 | | $23.01 | $695,753.37 | | $23.40 | $707,545.80 | |
| 5 | PCC Pavement Samples | 1 | L.S. | | $1,500.00 | $1,500.00 | | $1,200.00 | $1,200.00 | | $12,000.00 | $12,000.00 | |
| 6 | Granular Shoulders, Type A | 3871 | Tons | | $11.80 | $45,677.80 | | $13.30 | $51,484.30 | | $13.30 | $51,484.30 | |
| 7 | Shoulder Construction, Earth | 66.4 | STA. | | $175.00 | $11,620.00 | | $200.00 | $13,280.00 | | $200.00 | $13,280.00 | |
| 8 | Culvert, 3000D Concrete Roadway Pipe, 24" | 32 | L.F. | | $49.00 | $1,568.00 | | $60.00 | $1,920.00 | | $60.00 | $1,920.00 | |
| 9 | Aprons, Concrete, 24" | 2 | Each | | $450.00 | $900.00 | | $600.00 | $1,200.00 | | $600.00 | $1,200.00 | |
| 10 | Subdrain, Longitudinal, (Shoulder) 4" | 14900 | L.F. | | $3.66 | $54,534.00 | | $3.66 | $54,534.00 | | $3.75 | $55,875.00 | |
| 11 | Excavation, Class 10, Roadway and Borrow | 4321 | C.Y. | | $5.00 | $21,605.00 | | $4.00 | $17,284.00 | | $4.00 | $17,284.00 | |
| 12 | Excavation, Class 10, Waste | 2816 | C.Y. | | $5.00 | $14,080.00 | | $4.00 | $11,264.00 | | $4.00 | $11,264.00 | |
| 13 | Bridge Approach Pavement, RK-18 | 195.54 | S.Y. | | $65.00 | $12,710.10 | | $106.00 | $20,727.24 | | $104.00 | $20,336.16 | |
| 14 | Culvert, Concrete Roadway Pipe, 36" | 72 | L.F. | | $78.00 | $5,616.00 | | $58.00 | $4,176.00 | | $58.00 | $4,176.00 | |
| 15 | Aprons, Concrete, 36" Dia. | 6 | Each | | $850.00 | $5,100.00 | | $700.00 | $4,200.00 | | $700.00 | $4,200.00 | |
| 16 | Removal of Existing Bridge | 1 | L.S. | | $1,000.00 | $1,000.00 | | $2,000.00 | $2,000.00 | | $2,000.00 | $2,000.00 | |
| 17 | Removal of Pavement | 23814 | S.Y. | | $2.00 | $47,628.00 | | $4.05 | $96,446.70 | | $4.00 | $95,256.00 | |
| 18 | Traffic Control | 1 | L.S. | | $3,500.00 | $3,500.00 | | $3,000.00 | $3,000.00 | | $3,000.00 | $3,000.00 | |
| 19 | Subdrain Outlet, RF-19E | 62 | Each | | $175.00 | $10,850.00 | | $175.00 | $10,850.00 | | $200.00 | $12,400.00 | |
| 20 | Construction Survey | 1 | L.S. | | $9,500.00 | $9,500.00 | | $10,000.00 | $10,000.00 | | $20,000.00 | $20,000.00 | |
| 21 | Macadam Stone Base | 1411 | Tons | | $13.50 | $19,048.50 | | $13.50 | $19,048.50 | | $13.50 | $19,048.50 | |
| 22 | Surfacing, Driveway, Class A Crushed Stone | 583 | Tons | | $13.50 | $7,870.50 | | $13.50 | $7,870.50 | | $13.30 | $7,753.90 | |
| 23 | Engineering Fabric | 5787 | S.Y. | | $2.50 | $14,467.50 | | $2.00 | $11,574.00 | | $2.00 | $11,574.00 | |
| | | | | | | | | | | | | |
| $1,139,295.65 | | $1,176,884.61 | | $1,180,929.66 | | ||||||||
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10/13/2026