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Contractor:
Box 185
Quantities
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Contractor:
PO BOX 148
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Prairie Rose State Park | Date: 7/21/2011 | Project No. |
| Water control structures(duplicate) | County: | SHELBY | Time: 11:00 am | 10-04-83-03 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: | Contractor: | | Joy Dirt Construction | Nelson & Rock Contracting | Empire Construction | | |||||||
| Funding Source: 75% Federal-EPA, 25% Lake Restoration, | | 202 State St Box 185 | | 23565 Hwy K45 | | 1436 "F" Ave | | ||||||
| Cushing IA 51018-0185 | | Onawa IA 51040 | | Red Oak IA 51566 | | |||||||
| Plan Sets Requested: 8 | Quantities | | 712-384-2700 | | 7124231065 | | 712-621-4384 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 2 | Site Preparation | 1 | L.S. | | $3,000.00 | $3,000.00 | | $1,000.00 | $1,000.00 | | $7,000.00 | $7,000.00 | |
| 3 | Concrete, Class "C" Structural | 9.6 | C.Y. | | $419.00 | $4,022.40 | | $800.00 | $7,680.00 | | $325.00 | $3,120.00 | |
| 4 | Reinforcement, Grade 40 | 640 | LB. | | $2.20 | $1,408.00 | | $2.00 | $1,280.00 | | $10.00 | $6,400.00 | |
| 5 | 6" Diameter Helical Intake | 1 | L.S. | | $510.00 | $510.00 | | $1,000.00 | $1,000.00 | | $400.00 | $400.00 | |
| 7 | Earthfill | 1939 | C.Y. | | $5.00 | $9,695.00 | | $5.00 | $9,695.00 | | $2.00 | $3,878.00 | |
| 8 | Core Trench Excavation | 822 | C.Y. | | $3.00 | $2,466.00 | | $4.00 | $3,288.00 | | $2.00 | $1,644.00 | |
| 9 | Common Excavation -Rip-Rap | 1829 | C.Y. | | $3.00 | $5,487.00 | | $3.00 | $5,487.00 | | $2.00 | $3,658.00 | |
| 10 | Common Excavation- Inlet Channel | 225 | C.Y. | | $3.00 | $675.00 | | $5.00 | $1,125.00 | | $2.00 | $450.00 | |
| 11 | Common Excavation -Pipe | 195 | C.Y. | | $3.00 | $585.00 | | $5.00 | $975.00 | | $2.00 | $390.00 | |
| 12 | 30" Diameter C.M.P. Stoplog Riser | 1 | L.S. | | $3,484.14 | $3,484.14 | | $5,000.00 | $5,000.00 | | $4,468.00 | $4,468.00 | |
| 13 | Culvert, 18" Diameter C.M.P. | 108 | L.F. | | $34.10 | $3,682.80 | | $50.00 | $5,400.00 | | $49.24 | $5,317.92 | |
| 14 | Revetment, Class "E" Rip Rap | 1941 | Tons | | $35.50 | $68,905.50 | | $38.00 | $73,758.00 | | $47.76 | $92,702.16 | |
| 15 | Geotextile Fabric | 2480 | S.Y. | | $2.20 | $5,456.00 | | $2.50 | $6,200.00 | | $2.00 | $4,960.00 | |
| 16 | Rip Rap Grout | 400 | C.Y. | | $145.00 | $58,000.00 | | $245.00 | $98,000.00 | | $195.00 | $78,000.00 | |
| 17 | Seeding, Fertilizing, and Mulching | 1 | L.S. | | $10,000.00 | $10,000.00 | | $4,000.00 | $4,000.00 | | $3,800.00 | $3,800.00 | |
| 19 | Earthfill | 350 | C.Y. | | $8.00 | $2,800.00 | | $5.00 | $1,750.00 | | $2.00 | $700.00 | |
| 20 | Core Trench Excavation | 852 | C.Y. | | $3.00 | $2,556.00 | | $4.00 | $3,408.00 | | $2.00 | $1,704.00 | |
| 21 | Common Excavation- Rip Rap | 3315 | C.Y. | | $3.15 | $10,442.25 | | $3.00 | $9,945.00 | | $2.00 | $6,630.00 | |
| 22 | Common Excavation- Inlet Channel | 267 | C.Y. | | $3.00 | $801.00 | | $5.00 | $1,335.00 | | $2.00 | $534.00 | |
| 23 | Common Excavation- Pipe | 169 | C.Y. | | $3.00 | $507.00 | | $5.00 | $845.00 | | $4.00 | $676.00 | |
| 24 | 30" Diameter C.M.P. Stoplog Riser | 1 | L.S. | | $3,160.00 | $3,160.00 | | $5,000.00 | $5,000.00 | | $4,374.00 | $4,374.00 | |
| 25 | Culvert, 18" Diameter C.M.P. | 98 | L.F. | | $35.50 | $3,479.00 | | $50.00 | $4,900.00 | | $50.20 | $4,919.60 | |
| 26 | Revetment, Class "E" Rip Rap | 2397 | Tons | | $35.50 | $85,093.50 | | $38.00 | $91,086.00 | | $52.76 | $126,465.72 | |
| 27 | Geotextile Fabric | 2965 | S.Y. | | $2.20 | $6,523.00 | | $2.50 | $7,412.50 | | $2.20 | $6,523.00 | |
| 28 | Rip Rap Grout | 500 | C.Y. | | $140.00 | $70,000.00 | | $245.00 | $122,500.00 | | $205.00 | $102,500.00 | |
| 29 | Seeding, Fertilizing, and Mulching | 1 | L.S. | | $10,000.00 | $10,000.00 | | $4,000.00 | $4,000.00 | | $6,000.00 | $6,000.00 | |
| 31 | Site Preparation | 1 | L.S. | | $3,000.00 | $3,000.00 | | $1,000.00 | $1,000.00 | | $8,000.00 | $8,000.00 | |
| 32 | Concrete, Class "C" Structural | 3.3 | C.Y. | | $600.00 | $1,980.00 | | $1,000.00 | $3,300.00 | | $1,000.00 | $3,300.00 | |
| 33 | Reinforcement, Grade 40 | 262 | LB. | | $2.50 | $655.00 | | $2.00 | $524.00 | | $10.00 | $2,620.00 | |
| 34 | 6" Diameter Helical Intake | 1 | L.S. | | $510.00 | $510.00 | | $1,000.00 | $1,000.00 | | $400.00 | $400.00 | |
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| $378,883.59 | | $481,893.50 | | $491,534.40 | | ||||||||
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| 4 | 5 | 6 | | |||||||||
| Estimated Cost: | Contractor: | | J J Westhoff Construction | Murphy Heavy Contracting Inc | | ||||||||
| Funding Source: 75% Federal-EPA, 25% Lake Restoration, | | 700 Calvert St | | 101 Roosevelt Street PO BOX 148 | | | |||||||
| Lincoln NE 68502 | | Anita IA 50020 | | | ||||||||
| Plan Sets Requested: 8 | Quantities | | 402-421-1225 | | 712-762-3386 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
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| 2 | Site Preparation | 1 | L.S. | | $8,000.00 | $8,000.00 | | $19,200.00 | $19,200.00 | | $0.00 | | |
| 3 | Concrete, Class "C" Structural | 9.6 | C.Y. | | $2,300.00 | $22,080.00 | | $750.00 | $7,200.00 | | $0.00 | | |
| 4 | Reinforcement, Grade 40 | 640 | LB. | | $4.00 | $2,560.00 | | $5.00 | $3,200.00 | | $0.00 | | |
| 5 | 6" Diameter Helical Intake | 1 | L.S. | | $1,100.00 | $1,100.00 | | $2,500.00 | $2,500.00 | | $0.00 | | |
| 7 | Earthfill | 1939 | C.Y. | | $15.00 | $29,085.00 | | $20.00 | $38,780.00 | | $0.00 | | |
| 8 | Core Trench Excavation | 822 | C.Y. | | $11.00 | $9,042.00 | | $20.00 | $16,440.00 | | $0.00 | | |
| 9 | Common Excavation -Rip-Rap | 1829 | C.Y. | | $10.00 | $18,290.00 | | $20.00 | $36,580.00 | | $0.00 | | |
| 10 | Common Excavation- Inlet Channel | 225 | C.Y. | | $11.00 | $2,475.00 | | $30.00 | $6,750.00 | | $0.00 | | |
| 11 | Common Excavation -Pipe | 195 | C.Y. | | $5.00 | $975.00 | | $30.00 | $5,850.00 | | $0.00 | | |
| 12 | 30" Diameter C.M.P. Stoplog Riser | 1 | L.S. | | $5,000.00 | $5,000.00 | | $5,500.00 | $5,500.00 | | $0.00 | | |
| 13 | Culvert, 18" Diameter C.M.P. | 108 | L.F. | | $50.00 | $5,400.00 | | $50.00 | $5,400.00 | | $0.00 | | |
| 14 | Revetment, Class "E" Rip Rap | 1941 | Tons | | $35.00 | $67,935.00 | | $65.00 | $126,165.00 | | $0.00 | | |
| 15 | Geotextile Fabric | 2480 | S.Y. | | $2.50 | $6,200.00 | | $4.00 | $9,920.00 | | $0.00 | | |
| 16 | Rip Rap Grout | 400 | C.Y. | | $273.00 | $109,200.00 | | $300.00 | $120,000.00 | | $0.00 | | |
| 17 | Seeding, Fertilizing, and Mulching | 1 | L.S. | | $19,000.00 | $19,000.00 | | $5,000.00 | $5,000.00 | | $0.00 | | |
| 19 | Earthfill | 350 | C.Y. | | $23.00 | $8,050.00 | | $20.00 | $7,000.00 | | $0.00 | | |
| 20 | Core Trench Excavation | 852 | C.Y. | | $11.00 | $9,372.00 | | $20.00 | $17,040.00 | | $0.00 | | |
| 21 | Common Excavation- Rip Rap | 3315 | C.Y. | | $15.00 | $49,725.00 | | $20.00 | $66,300.00 | | $0.00 | | |
| 22 | Common Excavation- Inlet Channel | 267 | C.Y. | | $11.00 | $2,937.00 | | $30.00 | $8,010.00 | | $0.00 | | |
| 23 | Common Excavation- Pipe | 169 | C.Y. | | $5.00 | $845.00 | | $30.00 | $5,070.00 | | $0.00 | | |
| 24 | 30" Diameter C.M.P. Stoplog Riser | 1 | L.S. | | $5,000.00 | $5,000.00 | | $5,500.00 | $5,500.00 | | $0.00 | | |
| 25 | Culvert, 18" Diameter C.M.P. | 98 | L.F. | | $54.00 | $5,292.00 | | $50.00 | $4,900.00 | | $0.00 | | |
| 26 | Revetment, Class "E" Rip Rap | 2397 | Tons | | $35.00 | $83,895.00 | | $65.00 | $155,805.00 | | $0.00 | | |
| 27 | Geotextile Fabric | 2965 | S.Y. | | $2.50 | $7,412.50 | | $4.00 | $11,860.00 | | $0.00 | | |
| 28 | Rip Rap Grout | 500 | C.Y. | | $273.00 | $136,500.00 | | $300.00 | $150,000.00 | | $0.00 | | |
| 29 | Seeding, Fertilizing, and Mulching | 1 | L.S. | | $20,000.00 | $20,000.00 | | $5,000.00 | $5,000.00 | | $0.00 | | |
| 31 | Site Preparation | 1 | L.S. | | $5,000.00 | $5,000.00 | | $15,000.00 | $15,000.00 | | $0.00 | | |
| 32 | Concrete, Class "C" Structural | 3.3 | C.Y. | | $2,800.00 | $9,240.00 | | $1,500.00 | $4,950.00 | | $0.00 | | |
| 33 | Reinforcement, Grade 40 | 262 | LB. | | $6.00 | $1,572.00 | | $5.00 | $1,310.00 | | $0.00 | | |
| 34 | 6" Diameter Helical Intake | 1 | L.S. | | $1,100.00 | $1,100.00 | | $2,500.00 | $2,500.00 | | $0.00 | | |
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| $652,282.50 | | $868,730.00 | | $0.00 | | ||||||||
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10/13/2026