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Contractor:
PO Box 350
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Lake Manawa State Park | Date: 6/27/2024 | Project No. |
| Crack and Seat Overlay and Pavement Maintenance | County: | POTTAWATTAMIE | Time: 11:00 a.m. | 23-04-78-01 |
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| Estimated Cost: $1,255,000.00 | Contractor: | | Western Engineering Co Inc | Oldcastle Materials Midwest Co dbaOMNI Engineering | | ||||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 1149 Hwy 44 PO Box 350 | | 14012 Giles Rd | | | |||||||
| Harlan IA 51537 | | Omaha NE 68138 | | | ||||||||
| Plan Sets Requested: 0 | Quantities | | 712-755-5191 | | 402-895-6666 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
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| 1 | Crack and Seat of PCC Pavement | 27536.9 | S.Y. | | $1.10 | $30,290.59 | | $1.50 | $41,305.35 | | $0.00 | | |
| 2 | Asphalt Emulsion-Fog Seal (Pavement) | 664.8 | GAL. | | $3.40 | $2,260.32 | | $4.85 | $3,224.28 | | $0.00 | | |
| 3 | Patches, Full-Depth Finish, 6-inch, By Area, HMA | 120 | S.Y. | | $160.00 | $19,200.00 | | $55.00 | $6,600.00 | | $0.00 | | |
| 4 | Patches, Full-Depth Finish, 6-inch, By Count, HMA | 2 | Each | | $310.00 | $620.00 | | $124.00 | $248.00 | | $0.00 | | |
| 5 | Patches, Partial-Depth Repair, HMA | 11 | S.Y. | | $180.00 | $1,980.00 | | $750.00 | $8,250.00 | | $0.00 | | |
| 6 | HMA (Partial Depth Patch Material) | 21 | Tons | | $205.00 | $4,305.00 | | $221.00 | $4,641.00 | | $0.00 | | |
| 7 | Subbase (Patches) | 60 | C.Y. | | $28.50 | $1,710.00 | | $148.00 | $8,880.00 | | $0.00 | | |
| 8 | Removal of Pavement | 530.9 | S.Y. | | $15.50 | $8,228.95 | | $23.80 | $12,635.42 | | $0.00 | | |
| 9 | Double Reinforced Pavement, 8" | 195.6 | S.Y. | | $240.00 | $46,944.00 | | $272.00 | $53,203.20 | | $0.00 | | |
| 10 | Pavement Scarification | 6785.8 | S.Y. | | $3.00 | $20,357.40 | | $4.65 | $31,553.97 | | $0.00 | | |
| 11 | Blading and Shaping Shoulder Material | 233.2 | STA. | | $24.00 | $5,596.80 | | $85.00 | $19,822.00 | | $0.00 | | |
| 12 | Hot Mix Asphalt High Traffic, Surface Course, 1/2 In. Mix, No Special Friction Requirement | 3070 | Tons | | $56.00 | $171,920.00 | | $86.40 | $265,248.00 | | $0.00 | | |
| 13 | Hot Mix Asphalt High Traffic, Intermediate Course, 1/2" | 2309 | Tons | | $54.00 | $124,686.00 | | $89.10 | $205,731.90 | | $0.00 | | |
| 14 | Hot Mix Asphalt High Traffic, Base Course, 3/4" | 56 | Tons | | $65.00 | $3,640.00 | | $116.00 | $6,496.00 | | $0.00 | | |
| 15 | Asphalt Binder, PG 58-28H, High Traffic | 272 | Tons | | $620.00 | $168,640.00 | | $643.00 | $174,896.00 | | $0.00 | | |
| 16 | Excavation, Class 13, Widen | 19.7 | C.Y. | | $93.50 | $1,841.95 | | $62.90 | $1,239.13 | | $0.00 | | |
| 17 | Base Widening, 6" HMA | 29.7 | S.Y. | | $79.00 | $2,346.30 | | $93.00 | $2,762.10 | | $0.00 | | |
| 18 | Modified Subbase | 232.5 | C.Y. | | $94.00 | $21,855.00 | | $136.00 | $31,620.00 | | $0.00 | | |
| 19 | Cleaning and Filling Cracks (HMA Surfaces) | 0.36 | MI. | | $5,100.00 | $1,836.00 | | $10,736.00 | $3,864.96 | | $0.00 | | |
| 20 | Sealer Material (HMA Surfaces) | 180 | LB. | | $1.05 | $189.00 | | $1.20 | $216.00 | | $0.00 | | |
| 21 | Granular Shoulder, Type A | 20 | Tons | | $60.00 | $1,200.00 | | $104.00 | $2,080.00 | | $0.00 | | |
| 22 | Granular Shoulder, Type B | 465 | Tons | | $40.00 | $18,600.00 | | $63.90 | $29,713.50 | | $0.00 | | |
| 23 | Painted Pavement Marking, High-Build Waterborne | 144.1 | STA. | | $21.00 | $3,026.10 | | $21.00 | $3,026.10 | | $0.00 | | |
| 24 | Temporary Accesss Road | 1 | L.S. | | $14,000.00 | $14,000.00 | | $24,580.00 | $24,580.00 | | $0.00 | | |
| 25 | Traffic Control | 1 | L.S. | | $15,000.00 | $15,000.00 | | $15,487.00 | $15,487.00 | | $0.00 | | |
| 26 | Construction Survey | 1 | L.S. | | $4,600.00 | $4,600.00 | | $4,725.00 | $4,725.00 | | $0.00 | | |
| 27 | Mobilization | 1 | L.S. | | $45,000.00 | $45,000.00 | | $70,951.00 | $70,951.00 | | $0.00 | | |
| 28 | Remove and Reinstall Sign | 1 | Each | | $260.00 | $260.00 | | $262.00 | $262.00 | | $0.00 | | |
| | | | | | | | | | | | | |
| $740,133.41 | | $1,033,261.91 | | $0.00 | | ||||||||
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3/31/2025