| DEFIANCE COUNTY ENGINEER | |||||||||
| Stever Road Bridge Deck Reconstruction | |||||||||
| Bid Date | 3/17/2008 | ||||||||
| Engineer's Estimate: | $255,000.00 | ||||||||
| MILLER BROS. CONST. INC. |
FORT DEFIANCE CONST. & SUPPLY, INC. |
||||||||
| ARCHBOLD OH | DEFIANCE OH | ||||||||
| UNIT | TOTAL | UNIT | TOTAL | ||||||
| Item | Description | Quantity | Units | PRICE | COST | PRICE | COST | ||
| Roadway & Channel | |||||||||
| 202 | Portions of Existing Structure Removed, As per plan | 1 | Lump | $19,500.00 | $ 19,500.00 | $34,650.00 | $ 34,650.00 | ||
| 202 | Guard Rail Removed | 119 | Foot | $ 1.50 | $ 178.50 | $ 2.00 | $ 238.00 | ||
| 516 | Structural Expansion Joint Including Elastomereic Strip Seal, As per plan | 69 | Ft. | $ 320.00 | $ 22,080.00 | $ 350.00 | $ 24,150.00 | ||
| 510 | Dowel Holes With Nonshrink, Non Metallic Grout | 56 | Each | $ 12.00 | $ 672.00 | $ 25.00 | $ 1,400.00 | ||
| 513 | Welded Stud Shear Connectors | 1560 | Each | $ 2.50 | $ 3,900.00 | $ 2.50 | $ 3,900.00 | ||
| 511 | Class S Concrete, Bridge Deck, As per plan | 184.49 | Cu. Yd. | $ 560.00 | $ 103,314.40 | $ 500.00 | $ 92,245.00 | ||
| Special | Steel Drip Strip | 464 | Foot | $ 6.00 | $ 2,784.00 | $ 7.00 | $ 3,248.00 | ||
| 509 | Epoxy Coated Reinforcing Steel, As per plan | 47839 | Pound | $ 0.85 | $ 40,663.15 | $ 0.90 | $ 43,055.10 | ||
| 512 | Sealing Concrete Surfaces | 115 | Sq. Yd. | $ 15.00 | $ 1,725.00 | $ 18.00 | $ 2,070.00 | ||
| 517 | Railing - Twin Steel Tube Bridge Railing | 400 | Foot | $ 128.50 | $ 51,400.00 | $ 118.00 | $ 47,200.00 | ||
| 606 | Guardrail | 119 | Foot | $ 19.50 | $ 2,320.50 | $ 15.00 | $ 1,785.00 | ||
| 606 | Bridge Terminal Assembly, Type TST | 4 | Each | $ 1,360.00 | $ 5,440.00 | $ 1,480.00 | $ 5,920.00 | ||
| 448 | Asphalt Concrete Surface Course Type 1 PG64-22 | 50 | Ton | $ 94.00 | $ 4,700.00 | $ 120.00 | $ 6,000.00 | ||
| Miscellaneous | |||||||||
| 614 | Maintaining Traffic | 1 | Lump | $ 1,050.00 | $ 1,050.00 | $ 3,000.00 | $ 3,000.00 | ||
| 624 | Mobilization | 1 | Lump | $10,000.00 | $ 10,000.00 | $ 5,000.00 | $ 5,000.00 | ||
| Total | $ 269,727.55 | Total | $ 273,861.10 | ||||||