| READV |
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| DBE GOAL FED | |||
| Lead Project: 705-57-0014 | |||
| Parish: VERMILION | |||
| Routes: LA 82 | |||
| Description: CAMERON PARISH LINE - JUNCTION LA 35 | |||
| Type Const: asphaltic concrete overlay | |||
| Estimated Construction Cost: $4,892,617.91 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 04089 | H & S CONSTRUCTION CO., INC. | $4,326,258.19 |
| 2 | 12487 | DIAMOND B CONSTRUCTION CO., L.L.C. | $4,365,108.21 |
| 3 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,689,897.70 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - H & S CONSTRUCTION CO., INC. |
- 2 - DIAMOND B CONSTRUCTION CO., L.L.C. |
- 3 - GILCHRIST CONSTRUCTION CO. LLC |
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
9,382 | CUYD | 55.00 | 516,010.00 | 80.00 | 750,560.00 | 79.00 | 741,178.00 | ||
| 502-01 | superpave asphaltic concrete | 37,040.7 | TON | 85.00 | 3,148,459.50 | 80.50 | 2,981,776.35 | 90.00 | 3,333,663.00 | ||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
400.0 | TON | 130.00 | 52,000.00 | 184.00 | 73,600.00 | 175.00 | 70,000.00 | ||
| 509-01 | cold planing asphaltic pavement | 6,800 | SQYD | 8.50 | 57,800.00 | 4.50 | 30,600.00 | 3.00 | 20,400.00 | ||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 189 | CUYD | 0.01 | - 1.89 | 0.10 | - 18.90 | 0.01 | - 1.89 | ||
| 510-01-C | pavement patching (15" minimum thickness) | 150 | SQYD | 150.00 | 22,500.00 | 257.00 | 38,550.00 | 165.00 | 24,750.00 | ||
| 713-01 | temporary signs & barricades | lump | LUMP | 95,000.00 | 95,000.00 | 22,000.00 | 22,000.00 | 35,000.00 | 35,000.00 | ||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
23.000 | MILE | 285.00 | 6,555.00 | 130.00 | 2,990.00 | 200.00 | 4,600.00 | ||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
19.279 | MILE | 568.00 | 10,950.47 | 300.00 | 5,783.70 | 330.00 | 6,362.07 | ||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 54.834 | MILE | 712.00 | 39,041.81 | 600.00 | 32,900.40 | 530.00 | 29,062.02 | ||
| 727-01 | mobilization | lump | LUMP | 150,000.00 | 150,000.00 | 244,000.00 | 244,000.00 | 235,000.00 | 235,000.00 | ||
| 731-02 | reflectorized raised pavement markers | 3,038 | EACH | 6.10 | 18,531.80 | 5.00 | 15,190.00 | 5.60 | 17,012.80 | ||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 54.834 | MILE | 3,166.00 | 173,604.44 | 2,300.00 | 126,118.20 | 2,600.00 | 142,568.40 | ||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 19.279 | MILE | 778.00 | 14,999.06 | 740.00 | 14,266.46 | 700.00 | 13,495.30 | ||
| 732-05 | removal of existing markings | 0.968 | MILE | 6,000.00 | 5,808.00 | 6,500.00 | 6,292.00 | 6,000.00 | 5,808.00 | ||
| 740-01 | construction layout | lump | LUMP | 15,000.00 | 15,000.00 | 20,500.00 | 20,500.00 | 11,000.00 | 11,000.00 | ||
| CONTRACTOR TOTAL | 4,326,258.19 | 4,365,108.21 | 4,689,897.70 | ||||||||