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PO Box 189
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Contractor:
PO Box 393
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Contractor:
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Palisades-Kepler | Date: 10/8/2015 | Project No. |
| Culvert Replacement | County: | LINN | Time: 3:00 p.m. | 15-06-57-04 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: | Contractor: | | Ricklefs Excavating, Ltd. | Eastern Iowa Excavating and Concrete, LLC | Hatch Grading & Contracting Inc. | | |||||||
| Funding Source: 100% Federal-EPA, | | 12536 Buffalo Rd | | 121 Nixon St PO Box 189 | | 101 Crisman St | | ||||||
| Anamosa IA 52205 | | Cascade IA 52033 | | Dysart IA 52224 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 319-462-4435 | | 563-852-5120 | | 319-476-2626 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $35.00 | $35.00 | | $2,900.00 | $2,900.00 | | $3,500.00 | $3,500.00 | |
| 2 | Clearing and Grubbing | 1 | L.S. | | $1,200.00 | $1,200.00 | | $550.00 | $550.00 | | $500.00 | $500.00 | |
| 3 | Strip and Respread Topsoil | 325 | C.Y. | | $5.00 | $1,625.00 | | $8.50 | $2,762.50 | | $7.00 | $2,275.00 | |
| 4 | Class 10 Excavation | 450 | C.Y. | | $5.00 | $2,250.00 | | $7.55 | $3,397.50 | | $10.00 | $4,500.00 | |
| 5 | Borrow | 100 | C.Y. | | $8.00 | $800.00 | | $5.00 | $500.00 | | $10.00 | $1,000.00 | |
| 6 | Remove and Dispose Existing Culvert | 140 | L.F. | | $3.00 | $420.00 | | $16.50 | $2,310.00 | | $3.50 | $490.00 | |
| 7 | Remove and Replace HMA Pavement, 6" Depth, Includes 6" of Granular Subbase | 105 | S.Y. | | $55.00 | $5,775.00 | | $50.00 | $5,250.00 | | $90.00 | $9,450.00 | |
| 8 | Culvert, 48" CMP | 103 | L.F. | | $100.00 | $10,300.00 | | $80.45 | $8,286.35 | | $100.00 | $10,300.00 | |
| 9 | Flared End Section, 48" CMP | 2 | Each | | $1,200.00 | $2,400.00 | | $1,400.00 | $2,800.00 | | $1,100.00 | $2,200.00 | |
| 10 | Engineering Fabric | 350 | S.Y. | | $1.30 | $455.00 | | $3.25 | $1,137.50 | | $2.00 | $700.00 | |
| 11 | Rip-rap, Class "A" | 280 | Tons | | $35.00 | $9,800.00 | | $38.00 | $10,640.00 | | $34.50 | $9,660.00 | |
| 12 | Rip-Rap, Class "E" | 20 | Tons | | $31.00 | $620.00 | | $38.00 | $760.00 | | $28.00 | $560.00 | |
| 13 | Seeding, Fertilization and Mulching | 0.6 | Acres | | $3,200.00 | $1,920.00 | | $5,400.00 | $3,240.00 | | $2,500.00 | $1,500.00 | |
| | | | | | | | | | | | | |
| $37,600.00 | | $44,533.85 | | $46,635.00 | | ||||||||
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| 4 | 5 | 6 | | |||||||||
| Estimated Cost: | Contractor: | | CAJ Enterprises Inc. dba Chris Jones Trucking | Borst Bros. Construction, Inc. | Connolly Construction Inc. | | |||||||
| Funding Source: 100% Federal-EPA, | | 263 260th St PO Box 393 | | 600 35th St | | 18409 N Cascade Rd | | ||||||
| West Branch IA 52358 | | Marion IA 52302 | | Peosta IA 52068 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 319-643-7487 | | 319-377-7008 | | 563-876-3225 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $750.00 | $750.00 | | $2,650.00 | $2,650.00 | | $4,085.00 | $4,085.00 | |
| 2 | Clearing and Grubbing | 1 | L.S. | | $625.00 | $625.00 | | $1,500.00 | $1,500.00 | | $1,095.00 | $1,095.00 | |
| 3 | Strip and Respread Topsoil | 325 | C.Y. | | $7.50 | $2,437.50 | | $5.50 | $1,787.50 | | $9.15 | $2,973.75 | |
| 4 | Class 10 Excavation | 450 | C.Y. | | $7.50 | $3,375.00 | | $15.00 | $6,750.00 | | $9.40 | $4,230.00 | |
| 5 | Borrow | 100 | C.Y. | | $22.50 | $2,250.00 | | $7.00 | $700.00 | | $15.50 | $1,550.00 | |
| 6 | Remove and Dispose Existing Culvert | 140 | L.F. | | $7.14 | $999.60 | | $7.00 | $980.00 | | $10.05 | $1,407.00 | |
| 7 | Remove and Replace HMA Pavement, 6" Depth, Includes 6" of Granular Subbase | 105 | S.Y. | | $77.62 | $8,150.10 | | $77.75 | $8,163.75 | | $100.90 | $10,594.50 | |
| 8 | Culvert, 48" CMP | 103 | L.F. | | $108.34 | $11,159.02 | | $80.00 | $8,240.00 | | $71.25 | $7,338.75 | |
| 9 | Flared End Section, 48" CMP | 2 | Each | | $1,995.00 | $3,990.00 | | $2,000.00 | $4,000.00 | | $1,320.00 | $2,640.00 | |
| 10 | Engineering Fabric | 350 | S.Y. | | $2.15 | $752.50 | | $3.25 | $1,137.50 | | $3.05 | $1,067.50 | |
| 11 | Rip-rap, Class "A" | 280 | Tons | | $44.38 | $12,426.40 | | $40.00 | $11,200.00 | | $43.80 | $12,264.00 | |
| 12 | Rip-Rap, Class "E" | 20 | Tons | | $43.75 | $875.00 | | $50.00 | $1,000.00 | | $37.85 | $757.00 | |
| 13 | Seeding, Fertilization and Mulching | 0.6 | Acres | | $2,187.50 | $1,312.50 | | $6,000.00 | $3,600.00 | | $4,000.00 | $2,400.00 | |
| | | | | | | | | | | | | |
| $49,102.62 | | $51,708.75 | | $52,402.50 | | ||||||||
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| 7 | 8 | 9 | | |||||||||
| Estimated Cost: | Contractor: | | Triple B Construction Corporation | Dave Schmitt Construction Co. Inc. | Miller Trucking & Excavating | | |||||||
| Funding Source: 100% Federal-EPA, | | 2272 Spicer Ave | | 250 50th Ave SW | | 3303 John Deere Rd | | ||||||
| Wilton IA 52778 | | Cedar Rapids IA 52404 | | Silvis IL 61282 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 319-631-0320 | | 319-365-8669 | | 309-755-7644 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $2,000.00 | $2,000.00 | | $4,100.00 | $4,100.00 | | $7,000.00 | $7,000.00 | |
| 2 | Clearing and Grubbing | 1 | L.S. | | $1,000.00 | $1,000.00 | | $425.00 | $425.00 | | $4,500.00 | $4,500.00 | |
| 3 | Strip and Respread Topsoil | 325 | C.Y. | | $5.00 | $1,625.00 | | $3.50 | $1,137.50 | | $18.00 | $5,850.00 | |
| 4 | Class 10 Excavation | 450 | C.Y. | | $6.25 | $2,812.50 | | $10.00 | $4,500.00 | | $18.00 | $8,100.00 | |
| 5 | Borrow | 100 | C.Y. | | $25.00 | $2,500.00 | | $34.00 | $3,400.00 | | $10.00 | $1,000.00 | |
| 6 | Remove and Dispose Existing Culvert | 140 | L.F. | | $2.00 | $280.00 | | $5.00 | $700.00 | | $6.00 | $840.00 | |
| 7 | Remove and Replace HMA Pavement, 6" Depth, Includes 6" of Granular Subbase | 105 | S.Y. | | $85.00 | $8,925.00 | | $93.00 | $9,765.00 | | $80.00 | $8,400.00 | |
| 8 | Culvert, 48" CMP | 103 | L.F. | | $115.00 | $11,845.00 | | $117.00 | $12,051.00 | | $140.00 | $14,420.00 | |
| 9 | Flared End Section, 48" CMP | 2 | Each | | $1,500.00 | $3,000.00 | | $1,920.00 | $3,840.00 | | $2,000.00 | $4,000.00 | |
| 10 | Engineering Fabric | 350 | S.Y. | | $3.00 | $1,050.00 | | $1.50 | $525.00 | | $2.00 | $700.00 | |
| 11 | Rip-rap, Class "A" | 280 | Tons | | $45.00 | $12,600.00 | | $47.00 | $13,160.00 | | $55.00 | $15,400.00 | |
| 12 | Rip-Rap, Class "E" | 20 | Tons | | $50.00 | $1,000.00 | | $52.50 | $1,050.00 | | $60.00 | $1,200.00 | |
| 13 | Seeding, Fertilization and Mulching | 0.6 | Acres | | $10,900.00 | $6,540.00 | | $4,550.00 | $2,730.00 | | $6,500.00 | $3,900.00 | |
| | | | | | | | | | | | | |
| $55,177.50 | | $57,383.50 | | $75,310.00 | | ||||||||
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12/22/2025