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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Hayesville Bend WMA | Date: 2/16/2012 | Project No. |
| Flood Damage Repairs | County: | KEOKUK | Time: 11:00 a.m. | 09-05-54-01 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $258,000.00 | Contractor: | | Buehneman Inc. | Cornerstone Excavating Inc. | Sterk Excavating Inc | | |||||||
| Funding Source: 90% Federal-FEMA 1, 10% Special Appropriations, | | 15808 - 232nd Street | | 212 South Marion Ave | | 117 - 180th Ave | | ||||||
| Delta IA 52550 | | Washington IA 52353 | | Otley IA 50214 | | |||||||
| Plan Sets Requested: 15 | Quantities | | 641-624-2001 | | 319-653-3957 | | 641-416-0110 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Excavation, Dike Repair, In Place | 4584 | C.Y. | | $1.50 | $6,876.00 | | $2.95 | $13,522.80 | | $3.31 | $15,173.04 | |
| 2 | Excavation, Silt Removal | 3222 | C.Y. | | $1.50 | $4,833.00 | | $1.25 | $4,027.50 | | $0.89 | $2,867.58 | |
| 3 | Revetment, Class "D" Riprap | 4500 | Tons | | $24.69 | $111,105.00 | | $27.00 | $121,500.00 | | $28.20 | $126,900.00 | |
| 4 | Engineering Fabric | 5556 | S.Y. | | $0.91 | $5,055.96 | | $1.50 | $8,334.00 | | $0.90 | $5,000.40 | |
| 5 | Seeding, Fertilizing & Mulching | 1 | L.S. | | $300.00 | $300.00 | | $1,500.00 | $1,500.00 | | $2,512.00 | $2,512.00 | |
| | | | | | | | | | | | | |
| $128,169.96 | | $148,884.30 | | $152,453.02 | | ||||||||
| Alternate | | | | | |||||||||
| 6 | Excavation, Structural | 300 | C.Y. | | $3.33 | $999.00 | | $1.95 | $585.00 | | $3.14 | $942.00 | |
| Alternate | | | | | |||||||||
| 7 | Water Control Structure, Complete | 1 | L.S. | | $11,349.60 | $11,349.60 | | $16,000.00 | $16,000.00 | | $15,130.80 | $15,130.80 | |
| Alternate | | | | | |||||||||
| 8 | Bedding, Class "A" Cr. Stone | 52 | Tons | | $12.00 | $624.00 | | $18.00 | $936.00 | | $16.60 | $863.20 | |
| | | | | | | | | | | | | |
| $141,142.56 | | $166,405.30 | | $169,389.02 | | ||||||||
| | | | | | | | | | | | | |
| 4 | 5 | 6 | | |||||||||
| Estimated Cost: $258,000.00 | Contractor: | | Hammes Buldozing Inc. | Buford Dozing & Excavating LLC | Cole Construction Company Inc | | |||||||
| Funding Source: 90% Federal-FEMA 1, 10% Special Appropriations, | | 16520 Hwy 92 | | 29623 - 260th St | | 24100 Queen Ave | | ||||||
| Sigourney IA 52591 | | Bonaparte IA 52620 | | Keosauqua IA 525658329 | | |||||||
| Plan Sets Requested: 15 | Quantities | | 641-660-1610 | | 319480-1492 | | 319-592-3103 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Excavation, Dike Repair, In Place | 4584 | C.Y. | | $1.40 | $6,417.60 | | $2.15 | $9,855.60 | | $1.98 | $9,076.32 | |
| 2 | Excavation, Silt Removal | 3222 | C.Y. | | $2.25 | $7,249.50 | | $2.19 | $7,056.18 | | $1.56 | $5,026.32 | |
| 3 | Revetment, Class "D" Riprap | 4500 | Tons | | $29.00 | $130,500.00 | | $27.50 | $123,750.00 | | $29.50 | $132,750.00 | |
| 4 | Engineering Fabric | 5556 | S.Y. | | $1.35 | $7,500.60 | | $1.50 | $8,334.00 | | $1.50 | $8,334.00 | |
| 5 | Seeding, Fertilizing & Mulching | 1 | L.S. | | $5,500.00 | $5,500.00 | | $5,000.00 | $5,000.00 | | $3,000.00 | $3,000.00 | |
| Alternate | | | | | |||||||||
| 6 | Excavation, Structural | 300 | C.Y. | | $2.00 | $600.00 | | $2.10 | $630.00 | | $3.50 | $1,050.00 | |
| Alternate | | | | | |||||||||
| 7 | Water Control Structure, Complete | 1 | L.S. | | $15,000.00 | $15,000.00 | | $23,220.00 | $23,220.00 | | $22,050.00 | $22,050.00 | |
| Alternate | | | | | |||||||||
| 8 | Bedding, Class "A" Cr. Stone | 52 | Tons | | $21.00 | $1,092.00 | | $19.20 | $998.40 | | $22.50 | $1,170.00 | |
| | | | | | | | | | | | | |
| $173,859.70 | | $178,844.18 | | $182,456.64 | | ||||||||
| | | | | | | | | | | | | |
| 7 | 8 | 9 | | |||||||||
| Estimated Cost: $258,000.00 | Contractor: | | Drish Construction Inc | TK Concrete Inc | DeLong Construction Inc | | |||||||
| Funding Source: 90% Federal-FEMA 1, 10% Special Appropriations, | | 1701 S Main | | 1608 Fifield Rd PO Box 111 | | PO Box 488 | | ||||||
| Fairfield IA 52556 | | Pella IA 50219 | | Washington IA 52353 | | |||||||
| Plan Sets Requested: 15 | Quantities | | 641-472-9506 | | 641-628-4590 | | 319-653-3334 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Excavation, Dike Repair, In Place | 4584 | C.Y. | | $2.00 | $9,168.00 | | $6.50 | $29,796.00 | | $2.70 | $12,376.80 | |
| 2 | Excavation, Silt Removal | 3222 | C.Y. | | $1.50 | $4,833.00 | | $1.50 | $4,833.00 | | $2.70 | $8,699.40 | |
| 3 | Revetment, Class "D" Riprap | 4500 | Tons | | $27.50 | $123,750.00 | | $27.00 | $121,500.00 | | $28.50 | $128,250.00 | |
| 4 | Engineering Fabric | 5556 | S.Y. | | $1.88 | $10,445.28 | | $1.00 | $5,556.00 | | $1.60 | $8,889.60 | |
| 5 | Seeding, Fertilizing & Mulching | 1 | L.S. | | $2,000.00 | $2,000.00 | | $5,000.00 | $5,000.00 | | $5,000.00 | $5,000.00 | |
| Alternate | | | | | |||||||||
| 6 | Excavation, Structural | 300 | C.Y. | | $6.00 | $1,800.00 | | $4.00 | $1,200.00 | | $5.00 | $1,500.00 | |
| Alternate | | | | | |||||||||
| 7 | Water Control Structure, Complete | 1 | L.S. | | $37,500.00 | $37,500.00 | | $27,500.00 | $27,500.00 | | $31,500.00 | $31,500.00 | |
| Alternate | | | | | |||||||||
| 8 | Bedding, Class "A" Cr. Stone | 52 | Tons | | $29.45 | $1,531.40 | | $20.00 | $1,040.00 | | $19.80 | $1,029.60 | |
| | | | | | | | | | | | | |
| $191,027.68 | | $196,425.00 | | $197,245.40 | | ||||||||
| | | | | | | | | | | | | |
| 10 | 11 | 12 | | |||||||||
| Estimated Cost: $258,000.00 | Contractor: | | Kevin Kent Construction | Seaton Construction | Connolly Construction Inc | | |||||||
| Funding Source: 90% Federal-FEMA 1, 10% Special Appropriations, | | 15157 US Hwy 34 | | 602 Locust St PO Box 213 | | 18409 N Cascade Rd PO Box 68 | | ||||||
| Lucas IA 50151 | | Deep River IA 522220213 | | Peosta IA 52068 | | |||||||
| Plan Sets Requested: 15 | Quantities | | 641-766-6126 | | 6415952261 | | 563-876-3225 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Excavation, Dike Repair, In Place | 4584 | C.Y. | | $4.25 | $19,482.00 | | $3.00 | $13,752.00 | | $8.25 | $37,818.00 | |
| 2 | Excavation, Silt Removal | 3222 | C.Y. | | $3.25 | $10,471.50 | | $3.75 | $12,082.50 | | $11.60 | $37,375.20 | |
| 3 | Revetment, Class "D" Riprap | 4500 | Tons | | $28.75 | $129,375.00 | | $32.25 | $145,125.00 | | $25.65 | $115,425.00 | |
| 4 | Engineering Fabric | 5556 | S.Y. | | $1.90 | $10,556.40 | | $2.50 | $13,890.00 | | $1.55 | $8,611.80 | |
| 5 | Seeding, Fertilizing & Mulching | 1 | L.S. | | $12,000.00 | $12,000.00 | | $14,500.00 | $14,500.00 | | $7,000.00 | $7,000.00 | |
| Alternate | | | | | |||||||||
| 6 | Excavation, Structural | 300 | C.Y. | | $6.00 | $1,800.00 | | $6.00 | $1,800.00 | | $9.35 | $2,805.00 | |
| Alternate | | | | | |||||||||
| 7 | Water Control Structure, Complete | 1 | L.S. | | $18,500.00 | $18,500.00 | | $32,050.00 | $32,050.00 | | $50,000.00 | $50,000.00 | |
| Alternate | | | | | |||||||||
| 8 | Bedding, Class "A" Cr. Stone | 52 | Tons | | $18.00 | $936.00 | | $19.50 | $1,014.00 | | $22.70 | $1,180.40 | |
| | | | | | | | | | | | | |
| $203,120.90 | | $234,213.50 | | $260,215.40 | | ||||||||
| | | | | | | | | | | | | |
| 13 | 14 | 15 | | |||||||||
| Estimated Cost: $258,000.00 | Contractor: | | Merryman Excavation Inc. | Ag & Turf Construction LLC | | ||||||||
| Funding Source: 90% Federal-FEMA 1, 10% Special Appropriations, | | 1501 Lamb Rd | | 17520 110th Ave | | | |||||||
| Woodstock IL 60098 | | Davenport IA 52804 | | | ||||||||
| Plan Sets Requested: 15 | Quantities | | 815-337-1700 | | 563-349-2089 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Excavation, Dike Repair, In Place | 4584 | C.Y. | | $6.35 | $29,108.40 | | $3.00 | $13,752.00 | | $0.00 | | |
| 2 | Excavation, Silt Removal | 3222 | C.Y. | | $3.75 | $12,082.50 | | $4.00 | $12,888.00 | | $0.00 | | |
| 3 | Revetment, Class "D" Riprap | 4500 | Tons | | $37.65 | $169,425.00 | | $40.00 | $180,000.00 | | $0.00 | | |
| 4 | Engineering Fabric | 5556 | S.Y. | | $1.35 | $7,500.60 | | $2.00 | $11,112.00 | | $0.00 | | |
| 5 | Seeding, Fertilizing & Mulching | 1 | L.S. | | $11,625.00 | $11,625.00 | | $6,000.00 | $6,000.00 | | $0.00 | | |
| Alternate | | | | | |||||||||
| 6 | Excavation, Structural | 300 | C.Y. | | $6.30 | $1,890.00 | | $550.00 | $165,000.00 | | $0.00 | | |
| Alternate | | | | | |||||||||
| 7 | Water Control Structure, Complete | 1 | L.S. | | $40,360.00 | $40,360.00 | | $45,000.00 | $45,000.00 | | $0.00 | | |
| Alternate | | | | | |||||||||
| 8 | Bedding, Class "A" Cr. Stone | 52 | Tons | | $31.65 | $1,645.80 | | $25.00 | $1,300.00 | | $0.00 | | |
| | | | | | | | | | | | | |
| $273,637.30 | | $435,052.00 | | $0.00 | | ||||||||
| | | | | | | | | | | | | |
10/14/2026