1
2
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Contractor:
PO Box 36
PO Box 189
Quantities
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Contractor:
Box 303
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
|
| Bids For: | Location: | Wapsipinicon State Park | Date: 5/16/2013 | Project No. |
| 2008/2010 Disaster Repair | County: | JONES | Time: 11:00 | 09-06-53-01 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $150,000.00 | Contractor: | | Lansing Brothers Construction Co. Inc. | Eastern Iowa Excavating & Concrete LLC | Nickol Earth Moving LLC | | |||||||
| Funding Source: 50% Federal-FEMA 1, 15% Federal-FEMA 2, 10% Federal-FEMA 3, 25% Executive Council | | 101 E 1st St PO Box 36 | | 121 Nixon St SE PO Box 189 | | 403 South Lake Dr | | ||||||
| Luxemburg IA 52056 | | Cascade IA 52033 | | Farley IA 52046 | | |||||||
| Plan Sets Requested: 5 | Quantities | | 563-543-7360 | | 563-852-5120 | | 563-744-3410 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $7,600.00 | $7,600.00 | | $2,775.00 | $2,775.00 | | $5,500.00 | $5,500.00 | |
| 2 | Excavation, Class 10, Waste | 132.3 | C.Y. | | $4.00 | $529.20 | | $13.25 | $1,752.975 | | $20.00 | $2,646.00 | |
| 3 | Embankment-In-Place,Type A Compaction | 400 | C.Y. | | $8.00 | $3,200.00 | | $16.75 | $6,700.00 | | $17.00 | $6,800.00 | |
| 4 | Class A Crushed Stone | 386.6 | Tons | | $13.00 | $5,025.80 | | $14.20 | $5,489.72 | | $16.00 | $6,185.60 | |
| 5 | Macadam Stone Base | 812.5 | Tons | | $12.00 | $9,750.00 | | $15.20 | $12,350.00 | | $19.00 | $15,437.50 | |
| 6 | Choke Stone Base | 609.4 | Tons | | $12.00 | $7,312.80 | | $12.20 | $7,434.68 | | $16.00 | $9,750.40 | |
| 7 | Special Compaction of Subbase | 25 | STA. | | $100.00 | $2,500.00 | | $59.50 | $1,487.50 | | $60.00 | $1,500.00 | |
| 8 | Erosion Stone | 17.3 | Tons | | $14.00 | $242.20 | | $28.50 | $493.05 | | $18.00 | $311.40 | |
| 9 | Class D Revetment | 402.3 | Tons | | $22.00 | $8,850.60 | | $25.20 | $10,137.96 | | $32.00 | $12,873.60 | |
| 10 | Engineering Fabric | 416.7 | S.Y. | | $2.50 | $1,041.75 | | $1.75 | $729.225 | | $2.40 | $1,000.08 | |
| 11 | Mini-Shelter Relocation | 3 | Each | | $300.00 | $900.00 | | $325.00 | $975.00 | | $250.00 | $750.00 | |
| 12 | Tree Removal and Disposal | 10 | Each | | $200.00 | $2,000.00 | | $712.00 | $7,120.00 | | $1,000.00 | $10,000.00 | |
| | | | | | | | | | | | | |
| $48,952.35 | | $57,445.11 | | $72,754.58 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $150,000.00 | Contractor: | | F L Krapfl Company Inc | | |||||||||
| Funding Source: 50% Federal-FEMA 1, 15% Federal-FEMA 2, 10% Federal-FEMA 3, 25% Executive Council | | 1301 - 3rd St SW Box 303 | | | | ||||||||
| Dyersville IA 52040 | | | | |||||||||
| Plan Sets Requested: 5 | Quantities | | 563-875-8938 | | | | |||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $13,000.00 | $13,000.00 | | $0.00 | | $0.00 | | ||
| 2 | Excavation, Class 10, Waste | 132.3 | C.Y. | | $25.00 | $3,307.50 | | $0.00 | | $0.00 | | ||
| 3 | Embankment-In-Place,Type A Compaction | 400 | C.Y. | | $15.00 | $6,000.00 | | $0.00 | | $0.00 | | ||
| 4 | Class A Crushed Stone | 386.6 | Tons | | $15.70 | $6,069.62 | | $0.00 | | $0.00 | | ||
| 5 | Macadam Stone Base | 812.5 | Tons | | $17.00 | $13,812.50 | | $0.00 | | $0.00 | | ||
| 6 | Choke Stone Base | 609.4 | Tons | | $13.00 | $7,922.20 | | $0.00 | | $0.00 | | ||
| 7 | Special Compaction of Subbase | 25 | STA. | | $400.00 | $10,000.00 | | $0.00 | | $0.00 | | ||
| 8 | Erosion Stone | 17.3 | Tons | | $20.00 | $346.00 | | $0.00 | | $0.00 | | ||
| 9 | Class D Revetment | 402.3 | Tons | | $32.00 | $12,873.60 | | $0.00 | | $0.00 | | ||
| 10 | Engineering Fabric | 416.7 | S.Y. | | $3.00 | $1,250.10 | | $0.00 | | $0.00 | | ||
| 11 | Mini-Shelter Relocation | 3 | Each | | $756.00 | $2,268.00 | | $0.00 | | $0.00 | | ||
| 12 | Tree Removal and Disposal | 10 | Each | | $536.00 | $5,360.00 | | $0.00 | | $0.00 | | ||
| | | | | | | | | | | | | |
| $82,209.52 | | $0.00 | | $0.00 | | ||||||||
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4/1/2026