Bid Tabulations
Letting of
06/02/2010
LA DOTD Headquarters
| Lead Project: 055-02-0005 | |
| Parish: Cameron | |
| Routes: LA 14 | |
| Description: VERMILION PL WEST TO VERMILION PL EAST (DRR) | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, AND RELATED WORK. | |
| Estimated Construction Cost: $517,160.28 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $510,031.61 |
| 2 | 33663 | Glenn Lege Construction Inc | $522,640.74 |
| 3 | 51821 | Elliott Construction, LLC | $557,873.55 |
| 4 | 34356 | Prairie Contractors Inc. | $564,017.30 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - Glenn Lege Construction Inc |
- 3 - Elliott Construction, LLC |
- 4 - Prairie Contractors 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) | 678 | CUYD | 24.00 | 16,272.00 | 32.00 | 21,696.00 | 40.00 | 27,120.00 | 40.00 | 27,120.00 |
| 0002 | 502-01-00100 | Superpave Asphaltic Concrete | 3,478.3 | TON | 95.00 | 330,438.50 | 84.00 | 292,177.20 | 100.00 | 347,830.00 | 98.00 | 340,873.40 |
| 0003 | 509-01-00100 | Cold Planing Asphaltic Pavement | 31,621 | SQYD | 1.00 | 31,621.00 | 2.35 | 74,309.35 | 1.50 | 47,431.50 | 2.00 | 63,242.00 |
| 0004 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -903 | CUYD | 0.10 | -90.30 | 1.00 | -903.00 | 0.01 | -9.03 | 0.01 | -9.03 |
| 0005 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 400 | SQYD | 94.00 | 37,600.00 | 85.00 | 34,000.00 | 109.00 | 43,600.00 | 114.00 | 45,600.00 |
| 0006 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 5,500.00 | 5,500.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0007 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 5 | MILE | 150.00 | 750.00 | 650.00 | 3,250.00 | 432.00 | 2,160.00 | 500.00 | 2,500.00 |
| 0008 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.5 | MILE | 310.00 | 775.00 | 330.00 | 825.00 | 324.00 | 810.00 | 1.00 | 2.50 |
| 0009 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 13.431 | MILE | 610.00 | 8,192.91 | 655.00 | 8,797.31 | 648.00 | 8,703.29 | 1.00 | 13.43 |
| 0010 | 727-01-00100 | Mobilization | 1 | LUMP | 37,500.00 | 37,500.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 0011 | 731-02-00100 | Reflectorized Raised Pavement Markers | 324 | EACH | 5.00 | 1,620.00 | 5.00 | 1,620.00 | 4.86 | 1,574.64 | 5.50 | 1,782.00 |
| 0012 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 13.431 | MILE | 2,500.00 | 33,577.50 | 2,625.00 | 35,256.38 | 2,592.00 | 34,813.15 | 3,000.00 | 40,293.00 |
| 0013 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.5 | MILE | 710.00 | 1,775.00 | 765.00 | 1,912.50 | 756.00 | 1,890.00 | 1,000.00 | 2,500.00 |
| 0014 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,000.00 | 3,000.00 | 4,200.00 | 4,200.00 | 1,950.00 | 1,950.00 | 100.00 | 100.00 |
| CONTRACTOR TOTAL | 510,031.61 | 522,640.74 | 557,873.55 | 564,017.30 | ||||||||