1
2
3
Contractor:
PO Box 695
Quantities
|
IOWA DEPARTMENT OF NATURAL RESOURCES |
|
| Bids For: | Location: | Elk Rock State Park | Date: 8/22/2024 | Project No. |
| Road Maintenance | County: | MARION | Time: 11:00 a.m. | 25-05-63-01 |
| 1 | 2 | 3 | | |||||||||
| Estimated Cost: $474,000.00 | Contractor: | | Norris Asphalt Paving Co, LC | TK Concrete, Inc | | ||||||||
| Funding Source: 99% Park & Institutional Road Fund, 1% Infrastructure, | | 14242 Terminal Ave PO Box 695 | | 1608 Fifield Rd | | | |||||||
| Ottuwma IA 52501 | | Pella IA 50219 | | | ||||||||
| Plan Sets Requested: 4 | Quantities | | 641-682-3427 | | 641-628-4590 | | | ||||||
| No. | Description: | No. | Unit | | Unit Price | Amount | | Unit Price | Amount | | Unit Price | Amount | |
| | | | | | | | | | | | | |
| 1 | Asphalt Emulsion-Fog Seal (Pavement) | 1868 | GAL. | | $6.93 | $12,945.24 | | $7.00 | $13,076.00 | | $0.00 | | |
| 2 | Patches, Full-Depth Finish, 6-inch, by Area, HMA | 130.3 | S.Y. | | $113.68 | $14,812.504 | | $100.00 | $13,030.00 | | $0.00 | | |
| 3 | Patches, Full-Depth Finish, by Area (Greater than 50 ft in length) | 53.4 | S.Y. | | $113.68 | $6,070.512 | | $200.00 | $10,680.00 | | $0.00 | | |
| 4 | Patches, Full-Depth Finish, 6-inch, by Count, HMA | 7 | Each | | $250.00 | $1,750.00 | | $150.00 | $1,050.00 | | $0.00 | | |
| 5 | Patches, Full-Depth Repair, by Area, HMA | 66.7 | S.Y. | | $113.68 | $7,582.456 | | $100.00 | $6,670.00 | | $0.00 | | |
| 6 | Patches, Full-Depth Repair, by Area (Greater than 50 ft in length) | 152.7 | S.Y. | | $113.68 | $17,358.936 | | $200.00 | $30,540.00 | | $0.00 | | |
| 7 | Patches By Count Repair HMA | 6 | Each | | $200.00 | $1,200.00 | | $150.00 | $900.00 | | $0.00 | | |
| 8 | Subbase (Patches) | 44.8 | C.Y. | | $83.39 | $3,735.872 | | $180.00 | $8,064.00 | | $0.00 | | |
| 9 | Pavement Scarification | 366.9 | S.Y. | | $18.35 | $6,732.615 | | $25.00 | $9,172.50 | | $0.00 | | |
| 10 | Hot Mix Asphalt High Traffic, Surface Course, 1/2 In. Mix, No Special Friction Requirement | 166 | Tons | | $125.89 | $20,897.74 | | $120.00 | $19,920.00 | | $0.00 | | |
| 11 | Asphalt Binder, PG 58-28H, High Traffic | 9 | Tons | | $619.00 | $5,571.00 | | $850.00 | $7,650.00 | | $0.00 | | |
| 12 | Transverse Joint Repair | 157 | Tons | | $235.55 | $36,981.35 | | $220.00 | $34,540.00 | | $0.00 | | |
| 13 | Crack and Joint Clean and Seal (HMA Surfaces) | 3.26 | MI. | | $4,750.00 | $15,485.00 | | $10,000.00 | $32,600.00 | | $0.00 | | |
| 14 | Sealer Material (HMA Surfaces) | 3260 | LB. | | $1.50 | $4,890.00 | | $1.50 | $4,890.00 | | $0.00 | | |
| 15 | Blade and Shape Shoulder Material | 1.5 | STA. | | $500.00 | $750.00 | | $1,500.00 | $2,250.00 | | $0.00 | | |
| 16 | Reconstruction of Roadbed, Blade and Shape | 62.15 | STA. | | $150.00 | $9,322.50 | | $450.00 | $27,967.50 | | $0.00 | | |
| 17 | Granular Surface On Road, 1 1/4" | 1357 | Tons | | $33.94 | $46,056.58 | | $45.00 | $61,065.00 | | $0.00 | | |
| 18 | Granular Shoulder, Type B | 14 | Tons | | $50.00 | $700.00 | | $75.00 | $1,050.00 | | $0.00 | | |
| 19 | Revetment, Class E | 30 | Tons | | $87.50 | $2,625.00 | | $87.50 | $2,625.00 | | $0.00 | | |
| 20 | Culvert, Concrete Roadway Pipe, 18" | 24 | L.F. | | $100.00 | $2,400.00 | | $125.00 | $3,000.00 | | $0.00 | | |
| 21 | Culvert, Concrete Roadway Pipe, 36" | 150 | L.F. | | $162.50 | $24,375.00 | | $175.00 | $26,250.00 | | $0.00 | | |
| 22 | Apron, Concrete, 18" | 2 | Each | | $2,750.00 | $5,500.00 | | $2,750.00 | $5,500.00 | | $0.00 | | |
| 23 | Apron, Concrete, 36" | 2 | Each | | $4,750.00 | $9,500.00 | | $5,250.00 | $10,500.00 | | $0.00 | | |
| 24 | Painted Pavement Marking, High-Build Waterborne | 137.9 | STA. | | $55.00 | $7,584.50 | | $60.00 | $8,274.00 | | $0.00 | | |
| 25 | Reshaping Ditch | 1 | STA. | | $1,000.00 | $1,000.00 | | $7,500.00 | $7,500.00 | | $0.00 | | |
| 26 | Traffic Control | 1 | L.S. | | $11,850.00 | $11,850.00 | | $8,000.00 | $8,000.00 | | $0.00 | | |
| 27 | Mobilization | 1 | L.S. | | $38,900.00 | $38,900.00 | | $64,000.00 | $64,000.00 | | $0.00 | | |
| | | | | | | | | | | | | |
| $316,576.805 | | $420,764.00 | | $0.00 | | ||||||||
| | | | | | | | | | | | | |
2/11/2025