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Contractor:
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Spring Run Wildlife Management Area | Date: 3/20/2025 | Project No. |
| Shooting Range Upgrade | County: | DICKINSON | Time: 11:00 a.m. | 22-01-30-08 |
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| Estimated Cost: $400,000.00 | Contractor: | | B&S Tiling & Excavation, LLC | Steffes Companies | Diamond Concrete & Construction, Inc | | |||||||
| Funding Source: 75% Federal-Other, 25% Cash Donation, | | 3260 Fletcher Ave | | 907 Okoboji Blvd | | 3120 18th St | | ||||||
| Lake City IA 51449 | | Milford IA 51351 | | Spirit Lake IA 51360 | | |||||||
| Plan Sets Requested: 8 | Quantities | | 712-210-3049 | | 515-380-9797 | | 712-336-9062 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Mobilization | 1 | L.S. | | $15,000.00 | $15,000.00 | | $5,000.00 | $5,000.00 | | $6,850.00 | $6,850.00 | |
| 2 | Construction Staking | 1 | L.S. | | $3,000.00 | $3,000.00 | | $2,000.00 | $2,000.00 | | $3,500.00 | $3,500.00 | |
| 3 | NPDES General Permit #2 | 1 | L.S. | | $4,000.00 | $4,000.00 | | $2,500.00 | $2,500.00 | | $2,500.00 | $2,500.00 | |
| 4 | 8" Mulch Sock | 2539 | L.F. | | $3.25 | $8,251.75 | | $2.70 | $6,855.30 | | $6.50 | $16,503.50 | |
| 5 | Class A Crushed Stone | 212 | Tons | | $41.50 | $8,798.00 | | $52.00 | $11,024.00 | | $46.43 | $9,843.16 | |
| 6 | Class 10 Excavation, Embankment (on site) | 3290 | C.Y. | | $7.50 | $24,675.00 | | $8.31 | $27,339.90 | | $6.49 | $21,352.10 | |
| 7 | Class 10 Excavation, Embankment (import) | 4586 | C.Y. | | $22.00 | $100,892.00 | | $20.00 | $91,720.00 | | $21.00 | $96,306.00 | |
| 8 | Fence - Barbed | 272 | L.F. | | $15.00 | $4,080.00 | | $4.62 | $1,256.64 | | $22.19 | $6,035.68 | |
| 9 | Parking Posts | 37 | Each | | $150.00 | $5,550.00 | | $130.00 | $4,810.00 | | $116.63 | $4,315.31 | |
| 10 | Granular Subbase | 105 | Tons | | $41.50 | $4,357.50 | | $40.18 | $4,218.90 | | $33.57 | $3,524.85 | |
| 11 | ADA Sign | 1 | Each | | $300.00 | $300.00 | | $577.32 | $577.32 | | $516.00 | $516.00 | |
| 12 | 5" Reinforced Concrete | 496 | S.Y. | | $54.00 | $26,784.00 | | $65.00 | $32,240.00 | | $77.95 | $38,663.20 | |
| 13 | 6" Reinforced Concrete | 36 | S.Y. | | $75.00 | $2,700.00 | | $89.00 | $3,204.00 | | $84.17 | $3,030.12 | |
| 14 | Pavement Striping | 96 | L.F. | | $10.00 | $960.00 | | $5.77 | $553.92 | | $1.25 | $120.00 | |
| 15 | Type 1, Class "A" Subdrain, 6" dia. | 418 | L.F. | | $25.00 | $10,450.00 | | $34.64 | $14,479.52 | | $33.33 | $13,931.94 | |
| 16 | 12" RCP Class III | 213 | L.F. | | $62.00 | $13,206.00 | | $30.48 | $6,492.24 | | $66.80 | $14,228.40 | |
| 17 | 12" RCP FES | 1 | Each | | $1,100.00 | $1,100.00 | | $762.06 | $762.06 | | $830.00 | $830.00 | |
| 18 | SW-512 Circular Area Intake | 4 | Each | | $1,800.00 | $7,200.00 | | $2,940.00 | $11,760.00 | | $2,945.75 | $11,783.00 | |
| 19 | 30 Yd Shooting Structure | 1 | L.S. | | $60,000.00 | $60,000.00 | | $95,979.38 | $95,979.38 | | $116,060.00 | $116,060.00 | |
| 20 | 100 Yd Shooting Structure | 1 | L.S. | | $55,000.00 | $55,000.00 | | $95,979.38 | $95,979.38 | | $110,509.00 | $110,509.00 | |
| 21 | Shooting Benches (install only) | 4 | Each | | $500.00 | $2,000.00 | | $170.00 | $680.00 | | $125.00 | $500.00 | |
| 22 | Baffle A | 1 | Each | | $10,800.00 | $10,800.00 | | $26,690.00 | $26,690.00 | | $27,802.00 | $27,802.00 | |
| 23 | Baffle B | 1 | Each | | $10,800.00 | $10,800.00 | | $26,690.00 | $26,690.00 | | $27,802.00 | $27,802.00 | |
| 24 | Baffle C | 1 | Each | | $10,800.00 | $10,800.00 | | $26,690.00 | $26,690.00 | | $27,802.00 | $27,802.00 | |
| | | | | | | | | | | | | |
| $390,704.25 | | $499,502.56 | | $564,308.26 | | ||||||||
| Alternate | | | | | |||||||||
| 25 | Baffle D | 1 | Each | | $8,050.00 | $8,050.00 | | $24,990.00 | $24,990.00 | | $27,538.00 | $27,538.00 | |
| Alternate | | | | | |||||||||
| 26 | Baffle A | 3 | Each | | $10,800.00 | $32,400.00 | | $25,252.50 | $75,757.50 | | $27,802.00 | $83,406.00 | |
| Alternate | | | | | |||||||||
| 27 | Eyebrow Structure | 1 | Each | | $15,000.00 | $15,000.00 | | $18,795.00 | $18,795.00 | | $17,382.00 | $17,382.00 | |
| Alternate | | | | | |||||||||
| 28 | Adjacent Borrow Location | 4586 | C.Y. | | $15.00 | $68,790.00 | | $8.80 | $40,356.80 | | $10.17 | $46,639.62 | |
| | | | | | | | | | | | | |
| $514,944.25 | | $659,401.86 | | $739,273.88 | | ||||||||
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3/30/2025