| DEFIANCE COUNTY ENGINEER | |||||||||||
| Bowman Road - TR 12 | |||||||||||
| Bid Date: | Monday, August 22, 2005 | ||||||||||
| Engineer's Estimate: | $230,885.00 | ||||||||||
| R.G. Zachrich Const. | Anderzack-Pitzen Construction | ||||||||||
| Defiance, OH | Metamora, OH | ||||||||||
| UNIT | TOTAL | UNIT | TOTAL | ||||||||
| ITEM | DESCRIPTION | QTY. | COST | COST | COST | COST | |||||
| ROADWAY | |||||||||||
| Item | Description | Quantity | Units | Unit | Amount | Unit | Amount | ||||
| Roadway | |||||||||||
| 202 | Clearing and Grubbing | 1 | Lump | $8,000.00 | $8,000.00 | $13,000.00 | $13,000.00 | ||||
| 202 | Pipe Removed | 351 | Foot | $10.00 | $3,510.00 | $10.00 | $3,510.00 | ||||
| 203 | Pavement Removal | 353 | SYD | $6.00 | $2,118.00 | $4.00 | $1,412.00 | ||||
| 203 | Excavation | 11267 | CY | $4.00 | $45,068.00 | $7.50 | $84,502.50 | ||||
| 203 | Embankment | 3555 | CY | $6.00 | $21,330.00 | $7.00 | $24,885.00 | ||||
| 204 | Subgrade Compaction | 5201 | SY | $1.00 | $5,201.00 | $0.75 | $3,900.75 | ||||
| 606 | Guardrail, Type 5 | 325 | LF | $13.40 | $4,355.00 | $14.00 | $4,550.00 | ||||
| 606 | W Beam Flared end Section | 2 | Each | $50.00 | $100.00 | $50.00 | $100.00 | ||||
| 606 | Bridge Terminal Assembly, Type 4 | 4 | Each | $575.00 | $2,300.00 | $575.00 | $2,300.00 | ||||
| 606 | Anchor Assembly, Type A | 2 | Each | $780.00 | $1,560.00 | $780.00 | $1,560.00 | ||||
| 517 | Railing (Deep Beam Rail w/ Steel Tubular Backup) | 162.5 | LF | $56.40 | $9,165.00 | $57.00 | $9,262.50 | ||||
| Special | Mailbox Support System, Single | 3 | Each | $80.00 | $240.00 | $100.00 | $300.00 | ||||
| Erosion Control | |||||||||||
| 601 | Rock Channel Protection, Type C w/ filter | 30 | CY | $47.00 | $1,410.00 | $35.00 | $1,050.00 | ||||
| 659 | Seeding and Mulching | 7539 | SY | $0.39 | $2,940.21 | $0.40 | $3,015.60 | ||||
| 659 | Comercial Fertilizer | 0.68 | Ton | $268.60 | $182.65 | $395.00 | $268.60 | ||||
| 659 | Water | 20 | M Gal | $5.50 | $110.00 | $5.00 | $100.00 | ||||
| Drainage | |||||||||||
| 603 | 6" Conduit, Type F | 50 | Foot | $5.00 | $250.00 | $8.00 | $400.00 | ||||
| 603 | 8" Conduit, Type F | 50 | Foot | $8.00 | $400.00 | $10.00 | $500.00 | ||||
| 603 | 10" Conduit, Type F | 50 | Foot | $10.00 | $500.00 | $12.00 | $600.00 | ||||
| 603 | 12" Conduit, Type F | 50 | Foot | $12.00 | $600.00 | $14.00 | $700.00 | ||||
| 604 | 24" Conduit, Type B | 85 | Foot | $60.00 | $5,100.00 | $60.00 | $5,100.00 | ||||
| 605 | 12" Conduit, Type D | 358 | Foot | $25.00 | $8,950.00 | $20.00 | $7,160.00 | ||||
| 606 | 12" Conduit, Type C | 150 | $31.00 | $4,650.00 | $24.00 | $3,600.00 | |||||
| 604 | Side Ditch Inlet | 1 | Each | $1,000.00 | $1,000.00 | $750.00 | $750.00 | ||||
| 604 | Catch Basins 2-3 | 1 | Each | $1,200.00 | $1,200.00 | $1,200.00 | $1,200.00 | ||||
| 605 | Aggregate Drain | 512 | LF | $6.00 | $3,072.00 | $7.00 | $3,584.00 | ||||
| Pavement | |||||||||||
| 304 | Aggregate Base | 1543 | Tons | $15.00 | $23,145.00 | $14.00 | $21,602.00 | ||||
| 408 | Bituminous Prime Coat | 1446 | Gal | $1.00 | $1,446.00 | $1.00 | $1,446.00 | ||||
| 411 | Stabilized Crushed Aggregate Berm | 115 | Cyd. | $42.00 | $4,830.00 | $28.00 | $3,220.00 | ||||
| 448 | Asphalt Concrete Surface Course Type 1 PG64-22 | 385 | Tons | $51.90 | $19,981.50 | $52.00 | $20,020.00 | ||||
| 448 | Asphalt Concrete Intermediate Course Type 2 PG64-22 | 300 | Tons | $51.90 | $15,570.00 | $52.00 | $15,600.00 | ||||
| Traffic Control | |||||||||||
| 626 | Barrier Reflector, Type A2 | 12 | Each | $5.00 | $60.00 | $5.00 | $60.00 | ||||
| 642 | Edge Line | 3000 | LF | $0.30 | $900.00 | $0.30 | $900.00 | ||||
| 642 | Centerline | 1650 | LF | $0.30 | $495.00 | $0.30 | $495.00 | ||||
| Maintenance Of Traffic | |||||||||||
| 614 | Maintaining Traffic | 1 | Lump | $2,600.00 | $2,600.00 | $1,000.00 | $1,000.00 | ||||
| Misellaneous | |||||||||||
| 623 | Construction Layout Stakes | 1 | Lump | $9,590.00 | $9,590.00 | $3,000.00 | $3,000.00 | ||||
| 624 | Mobilization | 1 | Lump | $6,000.00 | $6,000.00 | $8,500.00 | $8,500.00 | ||||
| TOTAL | $217,929.36 | $253,153.95 | |||||||||