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Contractor:
PO Box 428
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Lake Keomah State Park | Date: 8/21/2014 | Project No. |
| RECONSTRUCTION & RESURFACING OF VARIOUS ROADWAYS & PARKING AREAS | County: | MAHASKA | Time: 11:00 am | 13-05-62-01 |
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| Estimated Cost: $1,356,074.00 | Contractor: | | Wicks Construction Co | Cedar Valley Corp | | ||||||||
| Funding Source: 98% Park & Institutional Road Fund, 2% Reap LM - R500SL - Parking, | | 2201 State Hwy 9 PO Box 428 | | 2637 Wagner Rd | | | |||||||
| Decorah IA 52101 | | Waterloo IA 50703 | | | ||||||||
| Plan Sets Requested: 7 | Quantities | | 563-382-2325 | | 319-235-9537 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Excavation, Class 10, Roadway and Borrow | 5924 | C.Y. | | $10.35 | $61,313.40 | | $10.35 | $61,313.40 | | $0.00 | | |
| 2 | Topsoil, Strip, Salvage and Spread | 4550 | C.Y. | | $10.35 | $47,092.50 | | $10.35 | $47,092.50 | | $0.00 | | |
| 3 | Granular Shoulders, Type B | 30 | Tons | | $20.00 | $600.00 | | $24.50 | $735.00 | | $0.00 | | |
| 4 | Shoulder Construction, Earth | 202.45 | STA. | | $240.00 | $48,588.00 | | $240.00 | $48,588.00 | | $0.00 | | |
| 5 | Choke Stone Base | 90 | Tons | | $19.50 | $1,755.00 | | $19.50 | $1,755.00 | | $0.00 | | |
| 6 | Macadam Stone Base | 165 | Tons | | $20.50 | $3,382.50 | | $20.50 | $3,382.50 | | $0.00 | | |
| 7 | Cleaning and Preparation of Base | 0.97 | MI. | | $2,000.00 | $1,940.00 | | $2,000.00 | $1,940.00 | | $0.00 | | |
| 8 | Excavation, Class 13, For Widening | 55 | C.Y. | | $19.50 | $1,072.50 | | $23.16 | $1,273.80 | | $0.00 | | |
| 9 | Base Widening, 6 in. Hot Mix Asphalt Mixture | 76 | S.Y. | | $60.50 | $4,598.00 | | $60.50 | $4,598.00 | | $0.00 | | |
| 10 | Pavement Scarification | 6613 | S.Y. | | $5.00 | $33,065.00 | | $5.00 | $33,065.00 | | $0.00 | | |
| 11 | Standard or Slip Form PCC Pavement, Class C, Class 3 Durability, 6 in. | 13350 | S.Y. | | $23.11 | $308,518.50 | | $33.42 | $446,157.00 | | $0.00 | | |
| 12 | Portland Cement Concrete Pavement Samples | 1 | L.S. | | $5,000.00 | $5,000.00 | | $800.00 | $800.00 | | $0.00 | | |
| 13 | HMA (300K ESAL) Intermediate or Surface, 1/2" mix, No Special Friction Req'd | 1435 | Tons | | $73.35 | $105,257.25 | | $73.35 | $105,257.25 | | $0.00 | | |
| 14 | Asphalt Binder, PG 64-28 | 86.2 | Tons | | $735.00 | $63,357.00 | | $735.00 | $63,357.00 | | $0.00 | | |
| 15 | Hot Mix Asphalt Pavement Samples | 1 | L.S. | | $2,500.00 | $2,500.00 | | $2,500.00 | $2,500.00 | | $0.00 | | |
| 16 | Portland Cement Concrete Overlay, Furnish Only | 494 | C.Y. | | $86.00 | $42,484.00 | | $87.00 | $42,978.00 | | $0.00 | | |
| 17 | Portland Cement Concrete Overlay, Placement Only (Whitetopping) | 3673 | S.Y. | | $5.57 | $20,458.61 | | $10.61 | $38,970.53 | | $0.00 | | |
| 18 | Surfacing, Driveway, Class A Crushed Stone | 200 | Tons | | $20.00 | $4,000.00 | | $24.50 | $4,900.00 | | $0.00 | | |
| 19 | Removal of Existing Structures | 1 | L.S. | | $10,000.00 | $10,000.00 | | $10,000.00 | $10,000.00 | | $0.00 | | |
| 20 | Excavation, Class 20, For Roadway Pipe Culvert | 230 | C.Y. | | $5.50 | $1,265.00 | | $5.50 | $1,265.00 | | $0.00 | | |
| 21 | Aprons, Concrete, 18 in. Dia. | 2 | Each | | $1,465.00 | $2,930.00 | | $1,465.00 | $2,930.00 | | $0.00 | | |
| 22 | Aprons, Concrete, 24 in. Dia. | 2 | Each | | $1,875.00 | $3,750.00 | | $1,875.00 | $3,750.00 | | $0.00 | | |
| 23 | Culvert, Concrete Roadway Pipe, 18 in. Dia. | 30 | L.F. | | $57.75 | $1,732.50 | | $57.75 | $1,732.50 | | $0.00 | | |
| 24 | Culvert, Concrete Roadway Pipe, 24 in. Dia. | 16 | L.F. | | $69.50 | $1,112.00 | | $69.50 | $1,112.00 | | $0.00 | | |
| 25 | Culvert, Concrete Roadway Pipe, 30 in. Dia. | 40 | L.F. | | $83.75 | $3,350.00 | | $83.75 | $3,350.00 | | $0.00 | | |
| 26 | Aprons, Metal, 30 in. Dia. | 1 | Each | | $1,175.00 | $1,175.00 | | $1,175.00 | $1,175.00 | | $0.00 | | |
| 27 | Culvert, Corrugated Polyethylene Roadway Pipe, 30 in. | 59 | L.F. | | $95.00 | $5,605.00 | | $95.00 | $5,605.00 | | $0.00 | | |
| 28 | Intake, SW-513 | 1 | Each | | $4,450.00 | $4,450.00 | | $4,450.00 | $4,450.00 | | $0.00 | | |
| 29 | Subdrain, Longitudinal, (Shoulder) 4 in. Dia. | 10005 | L.F. | | $6.70 | $67,033.50 | | $6.70 | $67,033.50 | | $0.00 | | |
| 30 | Subdrain Outlet, RF-19C | 2 | Each | | $170.00 | $340.00 | | $170.00 | $340.00 | | $0.00 | | |
| 31 | Subdrain Outlet, RF-19E | 36 | Each | | $330.00 | $11,880.00 | | $330.00 | $11,880.00 | | $0.00 | | |
| 32 | Engineering Fabric | 1154 | S.Y. | | $2.00 | $2,308.00 | | $2.00 | $2,308.00 | | $0.00 | | |
| 33 | Revetment, Class E | 580 | Tons | | $44.50 | $25,810.00 | | $44.50 | $25,810.00 | | $0.00 | | |
| 34 | Erosion Stone | 203 | Tons | | $34.00 | $6,902.00 | | $34.00 | $6,902.00 | | $0.00 | | |
| 35 | Removal of Pavement | 11864 | S.Y. | | $3.80 | $45,083.20 | | $3.80 | $45,083.20 | | $0.00 | | |
| 36 | Curb and Gutter, P.C. Concrete, 2.5 ft. | 358 | L.F. | | $5.00 | $1,790.00 | | $26.00 | $9,308.00 | | $0.00 | | |
| 37 | Driveway, P.C. Concrete, 6 in. | 410 | S.Y. | | $50.00 | $20,500.00 | | $35.00 | $14,350.00 | | $0.00 | | |
| 38 | Removal of Paved Driveway | 248 | S.Y. | | $5.00 | $1,240.00 | | $5.00 | $1,240.00 | | $0.00 | | |
| 39 | Safety Closure | 8 | Each | | $150.00 | $1,200.00 | | $150.00 | $1,200.00 | | $0.00 | | |
| 40 | Object Marker, Type 3 | 8 | Each | | $150.00 | $1,200.00 | | $150.00 | $1,200.00 | | $0.00 | | |
| 41 | Construction Survey | 1 | L.S. | | $3,000.00 | $3,000.00 | | $4,000.00 | $4,000.00 | | $0.00 | | |
| 42 | Painted Pavement Marking, Waterbourne or Solvent-Based | 340.63 | STA. | | $18.00 | $6,131.34 | | $18.00 | $6,131.34 | | $0.00 | | |
| 43 | Traffic Control | 1 | L.S. | | $5,900.00 | $5,900.00 | | $17,700.00 | $17,700.00 | | $0.00 | | |
| 44 | Mobilization | 1 | L.S. | | $50,000.00 | $50,000.00 | | $117,200.00 | $117,200.00 | | $0.00 | | |
| 45 | Subbase | 2899 | C.Y. | | $32.50 | $94,217.50 | | $32.50 | $94,217.50 | | $0.00 | | |
| 46 | Speed Hump | 4 | Each | | $4,000.00 | $16,000.00 | | $2,600.00 | $10,400.00 | | $0.00 | | |
| 47 | Clearing and Grubbing | 1 | L.S. | | $35,000.00 | $35,000.00 | | $35,000.00 | $35,000.00 | | $0.00 | | |
| 48 | Mulching | 10 | Acres | | $700.00 | $7,000.00 | | $700.00 | $7,000.00 | | $0.00 | | |
| 49 | Stabilizing Crop (Seeding & Fertilizing) | 5 | Acres | | $750.00 | $3,750.00 | | $750.00 | $3,750.00 | | $0.00 | | |
| 50 | Seeding and Fertilizing (Urban) | 5 | Acres | | $1,240.00 | $6,200.00 | | $1,240.00 | $6,200.00 | | $0.00 | | |
| 51 | Special Ditch Control, Wood Excelsior Mat | 334 | SQ. | | $16.00 | $5,344.00 | | $16.00 | $5,344.00 | | $0.00 | | |
| 52 | Silt Fence | 5060 | L.F. | | $2.00 | $10,120.00 | | $2.00 | $10,120.00 | | $0.00 | | |
| 53 | Removal of Silt Fence or Silt Fence for Ditch Checks | 5060 | L.F. | | $0.50 | $2,530.00 | | $0.50 | $2,530.00 | | $0.00 | | |
| 54 | Maintenance of Silt Fence or Silt Fence for Ditch Checks | 5060 | L.F. | | $0.50 | $2,530.00 | | $0.50 | $2,530.00 | | $0.00 | | |
| 55 | Perimeter and Slope Sediment Control Device, 20 in. Dia. | 50 | L.F. | | $10.00 | $500.00 | | $10.00 | $500.00 | | $0.00 | | |
| | | | | | | | | | | | | |
| $1,223,861.30 | | $1,453,310.02 | | $0.00 | | ||||||||
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10/16/2026