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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | geode state park | Date: 1/17/2013 | Project No. |
| replace culvert under road | County: | DES MOINES | Time: 3:00 p.m. | 09-06-29-01 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: | Contractor: | | KLC Construction | Fye Excavating, Inc. | Cole Construction Co. Inc. | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | PO Box 736 | | 10165 Sperry Rd | | 24100 Queen Ave | | ||||||
| Chariton IA 50049 | | Sperry IA 52650 | | Keosauqua IA 52565 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 641-203-2081 | | 319-985-2200 | | 319-592-3103 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $400.00 | $400.00 | | $0.00 | $0.00 | | $1,000.00 | $1,000.00 | |
| 2 | 6” Thick HMA Saw Cut | 46 | L.F. | | $10.00 | $460.00 | | $7.60 | $349.60 | | $2.50 | $115.00 | |
| 3 | Pavement Removal | 213 | S.Y. | | $5.00 | $1,065.00 | | $3.60 | $766.80 | | $5.75 | $1,224.75 | |
| 4 | Class 10 Excavation | 300 | C.Y. | | $2.00 | $600.00 | | $4.00 | $1,200.00 | | $4.75 | $1,425.00 | |
| 5 | 24” CMP | 160 | L.F. | | $35.00 | $5,600.00 | | $36.45 | $5,832.00 | | $33.33 | $5,332.80 | |
| 6 | 24” FES | 2 | Each | | $150.00 | $300.00 | | $245.00 | $490.00 | | $195.00 | $390.00 | |
| 7 | Granular Subbase | 56 | Tons | | $15.20 | $851.20 | | $20.75 | $1,162.00 | | $17.50 | $980.00 | |
| 8 | Embankment in Place, with compaction and moisture control | 244 | C.Y. | | $2.00 | $488.00 | | $4.00 | $976.00 | | $0.50 | $122.00 | |
| 9 | ¾” Roadway Rock | 36 | Tons | | $14.00 | $504.00 | | $19.40 | $698.40 | | $15.50 | $558.00 | |
| 10 | Silt Fence (DOT Spec) | 100 | L.F. | | $10.00 | $1,000.00 | | $2.50 | $250.00 | | $2.00 | $200.00 | |
| 11 | Traffic Control | 1 | L.S. | | $50.00 | $50.00 | | $250.00 | $250.00 | | $500.00 | $500.00 | |
| 12 | Seeding and Site Restoration | 1 | L.S. | | $50.00 | $50.00 | | $350.00 | $350.00 | | $750.00 | $750.00 | |
| | | | | | | | | | | | | |
| $11,368.20 | | $12,324.80 | | $12,597.55 | | ||||||||
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| 4 | 5 | 6 | | |||||||||
| Estimated Cost: | Contractor: | | Buford Dozing & Excavating LLC | Hennigar Construction LC | Greg's Lawn and Landscaping Service Inc | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 29623 260th St | | 1853 303rd Ave | | 1200 Continental Pl | | ||||||
| Bonaparte IA 52620 | | Fort Madison IA 52627 | | Cedar Rapids IA 52402 | | |||||||
| Plan Sets Requested: 0 | Quantities | | 319-470-1492 | | 319-372-1784 | | 319-393-0101 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
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| 1 | Mobilization | 1 | L.S. | | $1,600.00 | $1,600.00 | | $4,738.00 | $4,738.00 | | $960.00 | $960.00 | |
| 2 | 6” Thick HMA Saw Cut | 46 | L.F. | | $4.50 | $207.00 | | $6.00 | $276.00 | | $8.50 | $391.00 | |
| 3 | Pavement Removal | 213 | S.Y. | | $8.50 | $1,810.50 | | $3.00 | $639.00 | | $7.51 | $1,599.63 | |
| 4 | Class 10 Excavation | 300 | C.Y. | | $5.00 | $1,500.00 | | $10.00 | $3,000.00 | | $14.50 | $4,350.00 | |
| 5 | 24” CMP | 160 | L.F. | | $20.50 | $3,280.00 | | $24.00 | $3,840.00 | | $33.88 | $5,420.80 | |
| 6 | 24” FES | 2 | Each | | $132.00 | $264.00 | | $345.00 | $690.00 | | $143.52 | $287.04 | |
| 7 | Granular Subbase | 56 | Tons | | $24.00 | $1,344.00 | | $29.00 | $1,624.00 | | $22.67 | $1,269.52 | |
| 8 | Embankment in Place, with compaction and moisture control | 244 | C.Y. | | $9.40 | $2,293.60 | | $10.00 | $2,440.00 | | $14.50 | $3,538.00 | |
| 9 | ¾” Roadway Rock | 36 | Tons | | $20.75 | $747.00 | | $26.00 | $936.00 | | $20.03 | $721.08 | |
| 10 | Silt Fence (DOT Spec) | 100 | L.F. | | $3.00 | $300.00 | | $2.00 | $200.00 | | $3.50 | $350.00 | |
| 11 | Traffic Control | 1 | L.S. | | $475.00 | $475.00 | | $500.00 | $500.00 | | $1,300.00 | $1,300.00 | |
| 12 | Seeding and Site Restoration | 1 | L.S. | | $300.00 | $300.00 | | $800.00 | $800.00 | | $750.00 | $750.00 | |
| | | | | | | | | | | | | |
| $14,121.10 | | $19,683.00 | | $20,937.07 | | ||||||||
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| 7 | 8 | 9 | | |||||||||
| Estimated Cost: | Contractor: | | Hill Contracting | | |||||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 20904 215 Ave | | | | ||||||||
| Leon IA 50144 | | | | |||||||||
| Plan Sets Requested: 0 | Quantities | | 641-446-6428 | | | | |||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
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| 1 | Mobilization | 1 | L.S. | | $4,000.00 | $4,000.00 | | $0.00 | | $0.00 | | ||
| 2 | 6” Thick HMA Saw Cut | 46 | L.F. | | $5.00 | $230.00 | | $0.00 | | $0.00 | | ||
| 3 | Pavement Removal | 213 | S.Y. | | $18.00 | $3,834.00 | | $0.00 | | $0.00 | | ||
| 4 | Class 10 Excavation | 300 | C.Y. | | $10.00 | $3,000.00 | | $0.00 | | $0.00 | | ||
| 5 | 24” CMP | 160 | L.F. | | $40.00 | $6,400.00 | | $0.00 | | $0.00 | | ||
| 6 | 24” FES | 2 | Each | | $500.00 | $1,000.00 | | $0.00 | | $0.00 | | ||
| 7 | Granular Subbase | 56 | Tons | | $25.00 | $1,400.00 | | $0.00 | | $0.00 | | ||
| 8 | Embankment in Place, with compaction and moisture control | 244 | C.Y. | | $10.00 | $2,440.00 | | $0.00 | | $0.00 | | ||
| 9 | ¾” Roadway Rock | 36 | Tons | | $25.00 | $900.00 | | $0.00 | | $0.00 | | ||
| 10 | Silt Fence (DOT Spec) | 100 | L.F. | | $4.00 | $400.00 | | $0.00 | | $0.00 | | ||
| 11 | Traffic Control | 1 | L.S. | | $500.00 | $500.00 | | $0.00 | | $0.00 | | ||
| 12 | Seeding and Site Restoration | 1 | L.S. | | $500.00 | $500.00 | | $0.00 | | $0.00 | | ||
| | | | | | | | | | | | | |
| $24,604.00 | | $0.00 | | $0.00 | | ||||||||
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10/14/2026