| DEFIANCE COUNTY ENGINEER | |||||||
| Hicksville-Spencerville Road (CR107) Reconstruction-Urban | |||||||
| Bid Date | 5/29/2008 | ||||||
| Engineer's Estimate: | OPTION #1 | $ 278,009.74 | |||||
| OPTION #2 | $ 278,406.51 | ||||||
| Brooks Construction Company, Inc. | Gerken Paving, Inc. | ||||||
| Fort Wayne IN | Napoleon OH | ||||||
| Item | Description | Quantity | Units | Unit Cost |
Total
Cost |
Unit Cost |
Total
Cost |
| ROADWAY | |||||||
| 202 | Pavement Removed | 2680 | Sq. Yd. | $ 3.00 | $ 8,040.00 | $ 1.70 | $ 4,556.00 |
| 203 | Excavation, As Per Plan | 2618 | Cu. Yd. | $ 20.00 | $ 52,360.00 | $ 16.00 | $ 41,888.00 |
| 203 | Embankment | 649 | Cu. Yd. | $ 7.00 | $ 4,543.00 | $ 16.00 | $ 10,384.00 |
| 204 | Subgrade Compaction | 4548 | Sq. Yd. | $ 0.65 | $ 2,956.20 | $ 1.00 | $ 4,548.00 |
| PAVEMENT | |||||||
| 301 | Asphalt Concrete Base | 783 | Tons | $ 42.00 | $ 32,886.00 | $ 53.00 | $ 41,499.00 |
| 304 | Aggregate Base | 2163 | Tons | $ 18.00 | $ 38,934.00 | $ 21.00 | $ 45,423.00 |
| 407 | Tack Coat | 1017 | Gal | $ 2.00 | $ 2,034.00 | $ 1.20 | $ 1,220.40 |
| 408 | Prime Coat | 1111 | Gal | $ 1.75 | $ 1,944.25 | $ 2.00 | $ 2,222.00 |
| 448 | Asphalt Concrete Surface Course Type 1 PG64-22 | 572 | Tons | $ 61.00 | $ 34,892.00 | $ 62.00 | $ 35,464.00 |
| 448 | Asphalt Concrete Intermediate Course Type 2 PG64-22 | 572 | Tons | $ 51.00 | $ 29,172.00 | $ 55.00 | $ 31,460.00 |
| 448 | Asphalt Concrete Leveling Course Type 2 PG64-22 | 652 | Tons | $ 53.00 | $ 34,556.00 | $ 55.00 | $ 35,860.00 |
| 609 | Curb, Type 3 | 358 | Foot | $ 27.00 | $ 9,666.00 | $ 16.50 | $ 5,907.00 |
| MISCELLANEOUS | |||||||
| 614 | Maintaining Traffic | 1 | Lump | $ 11,038.35 | $ 11,038.35 | $ 2,000.00 | $ 2,000.00 |
| 624 | Mobilization | 1 | Lump | $ 15,000.00 | $ 15,000.00 | $ 6,750.00 | $ 6,750.00 |
| TOTAL "A" | $ 278,021.80 | TOTAL "A" | $ 269,181.40 | ||||
| WIDENING | |||||||
| OPTION #1 | |||||||
| 203 Special | Excavation & Subgrade Compaction for Widening, As Per P | 3968 | Foot | $ 3.65 | $ 14,483.20 | $ 2.55 | $ 10,118.40 |
| 451 Special | Concrete for Widening, As Per Plan | 276 | Cu. Yd. | $ 125.00 | $ 34,500.00 | $ 178.40 | $ 49,238.40 |
| TOTAL "B" | $ 48,983.20 | TOTAL "B" | $ 59,356.80 | ||||
| OPTION #2 | |||||||
| 203 Special | Excavation & Subgrade Compaction for Widening, As Per P | 3968 | Foot | $ 3.65 | $ 14,483.20 | $ 2.75 | $ 10,912.00 |
| 301 Special | Asphalt Concrete Base | 179 | Tons | $ 46.40 | $ 8,305.60 | $ 64.50 | $ 11,545.50 |
| 304 | Aggregate Base | 464 | Tons | $ 16.00 | $ 7,424.00 | $ 28.00 | $ 12,992.00 |
| TOTAL "C" | $ 30,212.80 | TOTAL "C" | $ 35,449.50 | ||||
| TOTAL | Option 1 | "A" + "B" | $ 327,005.00 | "A" + "B" | $ 328,538.20 | ||
| Option 2 | "A" + "C" | $ 308,234.60 | "A" + "C" | $ 304,630.90 | |||