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Contractor:
Quantities
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IOWA DEPARTMENT OF NATURAL RESOURCES |
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| Bids For: | Location: | Palisades-Kepler State Park | Date: 1/18/2024 | Project No. |
| Pavement Maintenance | County: | LINN | Time: 11:00 a.m. | 23-06-57-01 |
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| Estimated Cost: $553,000.00 | Contractor: | | Top Grade Excavating Inc | L.L. Pelling Company Inc | Hansen Asphalt Inc | | |||||||
| Funding Source: 100% Park & Institutional Road Fund, | | 971 9th Ave NW | | 1425 West Penn St | | 3699 Forest Gate Dr NE | | ||||||
| Farley IA 52046 | | North Liberty IA 52317 | | Iowa City IA 52240 | | |||||||
| Plan Sets Requested: 2 | Quantities | | 563-744-3416 | | 319-626-4600 | | 319-321-5998 | | |||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
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| 1 | Patches, Full-Depth Finish, 6-inch, By Area, PCC | 30 | S.Y. | | $95.00 | $2,850.00 | | $245.00 | $7,350.00 | | $240.00 | $7,200.00 | |
| 2 | Patches, Full-Depth Finish, 6-inch, By Count, PCC | 2 | Each | | $300.00 | $600.00 | | $275.00 | $550.00 | | $100.00 | $200.00 | |
| 3 | Asphalt Emulsion-Fog Seal (Pavement) | 1725 | GAL. | | $9.00 | $15,525.00 | | $10.00 | $17,250.00 | | $11.00 | $18,975.00 | |
| 4 | Patches, Full-Depth Finish, 6-inch, By Area, HMA | 2374.2 | S.Y. | | $80.00 | $189,936.00 | | $88.00 | $208,929.60 | | $120.00 | $284,904.00 | |
| 5 | Patches, Full-Depth Finish, 6-inch, By Count, HMA | 48 | Each | | $300.00 | $14,400.00 | | $275.00 | $13,200.00 | | $400.00 | $19,200.00 | |
| 6 | Patches, Full-Depth Repair, By Area, HMA | 33.4 | S.Y. | | $65.00 | $2,171.00 | | $88.00 | $2,939.20 | | $135.00 | $4,509.00 | |
| 7 | Patches, Full-Depth Repair, By Count, HMA | 1 | Each | | $300.00 | $300.00 | | $275.00 | $275.00 | | $400.00 | $400.00 | |
| 8 | Patches, Partial-Depth Repair, HMA | 139 | S.Y. | | $27.00 | $3,753.00 | | $17.00 | $2,363.00 | | $130.00 | $18,070.00 | |
| 9 | HMA (Partial Depth Patch Material) | 17 | Tons | | $425.00 | $7,225.00 | | $184.00 | $3,128.00 | | $300.00 | $5,100.00 | |
| 10 | Subbase (Patches) | 406.5 | C.Y. | | $23.00 | $9,349.50 | | $108.00 | $43,902.00 | | $45.00 | $18,292.50 | |
| 11 | Pavement Scarification | 667 | S.Y. | | $16.00 | $10,672.00 | | $11.00 | $7,337.00 | | $10.00 | $6,670.00 | |
| 12 | Hot Mix Asphalt High Traffic, Surface Course, 1/2 In. Mix, No Special Friction Requirement | 74 | Tons | | $235.00 | $17,390.00 | | $235.00 | $17,390.00 | | $220.00 | $16,280.00 | |
| 13 | Asphalt Binder, PG 58-28H, High Traffic | 3.7 | Tons | | $850.00 | $3,145.00 | | $630.00 | $2,331.00 | | $1,320.00 | $4,884.00 | |
| 14 | Transverse Joint Repair | 80 | Tons | | $425.00 | $34,000.00 | | $805.00 | $64,400.00 | | $650.00 | $52,000.00 | |
| 15 | Cleaning and Filling Cracks (HMA Surfaces) | 2.93 | MI. | | $3,400.00 | $9,962.00 | | $9,300.00 | $27,249.00 | | $7,000.00 | $20,510.00 | |
| 16 | Sealer Material (HMA Surfaces) | 1465 | LB. | | $3.10 | $4,541.50 | | $1.00 | $1,465.00 | | $1.00 | $1,465.00 | |
| 17 | Granular Shoulder, 1 1/2" Minus | 18 | Tons | | $75.00 | $1,350.00 | | $111.00 | $1,998.00 | | $60.00 | $1,080.00 | |
| 18 | Granular Shoulder, Macadam | 14 | Tons | | $85.00 | $1,190.00 | | $134.00 | $1,876.00 | | $80.00 | $1,120.00 | |
| 19 | Revetment, Class E | 114 | Tons | | $95.00 | $10,830.00 | | $95.00 | $10,830.00 | | $110.00 | $12,540.00 | |
| 20 | Erosion Stone | 9 | Tons | | $100.00 | $900.00 | | $213.00 | $1,917.00 | | $50.00 | $450.00 | |
| 21 | Reshaping Ditch | 2.95 | STA. | | $2,100.00 | $6,195.00 | | $2,200.00 | $6,490.00 | | $4,067.80 | $12,000.01 | |
| 22 | Clean-Out Pipe Culvert | 360 | L.F. | | $30.00 | $10,800.00 | | $36.00 | $12,960.00 | | $20.00 | $7,200.00 | |
| 23 | Seeding and Fertilizing | 0.1 | Acres | | $26,000.00 | $2,600.00 | | $15,750.00 | $1,575.00 | | $10,000.00 | $1,000.00 | |
| 24 | Stabilizing Crop - Seeding and Fertilizing | 0.1 | Acres | | $1,000.00 | $100.00 | | $5,250.00 | $525.00 | | $10,000.00 | $1,000.00 | |
| 25 | Traffic Control | 1 | L.S. | | $3,000.00 | $3,000.00 | | $19,000.00 | $19,000.00 | | $12,000.00 | $12,000.00 | |
| 26 | Mobilization | 1 | L.S. | | $4,000.00 | $4,000.00 | | $26,000.00 | $26,000.00 | | $25,000.00 | $25,000.00 | |
| | | | | | | | | | | | | |
| $366,785.00 | | $503,229.80 | | $552,049.51 | | ||||||||
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1/7/2025