Bid Tabulations
Letting of
03/17/2010
LA DOTD Headquarters
| Lead Project: 737-40-0107 | |
| Parish: Rapides | |
| Routes: | |
| Description: VALENTINE LAKE ROAD | |
| Type Const: PAVEMENT PATCHING, COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $229,800.34 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 46404 | Tarver Land Development LLC | $204,771.40 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $210,592.20 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $241,647.60 |
| 4 | 35849 | T.L. Construction Inc | $243,368.00 |
| 5 | 05789 | D & J Construction Co., Inc. | $271,193.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Tarver Land Development LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
- 4 - T.L. Construction Inc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 230 | CUYD | 80.00 | 18,400.00 | 75.00 | 17,250.00 | 75.00 | 17,250.00 | 80.00 | 18,400.00 |
| 0002 | 502-01-00100 | Superpave Asphaltic Concrete | 1,287.2 | TON | 85.00 | 109,412.00 | 74.00 | 95,252.80 | 83.00 | 106,837.60 | 90.00 | 115,848.00 |
| 0003 | 509-01-00100 | Cold Planing Asphaltic Pavement | 230 | SQYD | 10.00 | 2,300.00 | 25.00 | 5,750.00 | 9.00 | 2,070.00 | 15.00 | 3,450.00 |
| 0004 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6 | CUYD | 0.10 | -0.60 | 0.10 | -0.60 | 10.00 | -60.00 | 5.00 | -30.00 |
| 0005 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 930 | SQYD | 62.00 | 57,660.00 | 73.00 | 67,890.00 | 85.00 | 79,050.00 | 90.00 | 83,700.00 |
| 0006 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 2,500.00 | 2,500.00 | 5,250.00 | 5,250.00 | 7,000.00 | 7,000.00 | 5,000.00 | 5,000.00 |
| 0007 | 727-01-00100 | Mobilization | 1 | LUMP | 10,000.00 | 10,000.00 | 12,500.00 | 12,500.00 | 24,000.00 | 24,000.00 | 10,000.00 | 10,000.00 |
| 0008 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,500.00 | 1,500.00 | 1,200.00 | 1,200.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 |
| 0009 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 25,000 | INLF | 0.12 | 3,000.00 | 0.22 | 5,500.00 | 0.10 | 2,500.00 | 0.20 | 5,000.00 |
| CONTRACTOR TOTAL | 204,771.40 | 210,592.20 | 241,647.60 | 243,368.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - D & J Construction Co., Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 230 | CUYD | 70.00 | 16,100.00 |
| 0002 | 502-01-00100 | Superpave Asphaltic Concrete | 1,287.2 | TON | 102.00 | 131,294.40 |
| 0003 | 509-01-00100 | Cold Planing Asphaltic Pavement | 230 | SQYD | 20.00 | 4,600.00 |
| 0004 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -6 | CUYD | 0.10 | -0.60 |
| 0005 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 930 | SQYD | 90.00 | 83,700.00 |
| 0006 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 2,000.00 | 2,000.00 |
| 0007 | 727-01-00100 | Mobilization | 1 | LUMP | 26,000.00 | 26,000.00 |
| 0008 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 |
| 0009 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 25,000 | INLF | 0.20 | 5,000.00 |
| CONTRACTOR TOTAL | 271,193.80 | |||||