Bid Tabulations
Letting of
03/30/2011
LA DOTD Headquarters
| Lead Project: 055-03-0009 | |
| Parish: Vermilion | |
| Routes: LA 14 | |
| Description: 222' WEST OF JCT. LA 91 - NORTH JCT. LA 91 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, AND RELATED WORK | |
| Estimated Construction Cost: $322,616.36 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 33663 | Glenn Lege Construction Inc | $354,013.49 |
| 2 | 51821 | Elliott Construction, LLC | $372,031.00 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $425,940.80 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Glenn Lege Construction Inc |
- 2 - Elliott Construction, LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 502-01-00100 | Superpave Asphaltic Concrete | 1,306 | TON | 79.65 | 104,022.90 | 105.00 | 137,130.00 | 112.00 | 146,272.00 |
| 0002 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 145 | TON | 125.00 | 18,125.00 | 141.00 | 20,445.00 | 180.00 | 26,100.00 |
| 0003 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 3,341 | GAL | 4.37 | 14,600.17 | 4.27 | 14,266.07 | 5.00 | 16,705.00 |
| 0004 | 507-02-00200 | Aggregate (S2) | 4,913 | SQYD | 4.37 | 21,469.81 | 3.27 | 16,065.51 | 3.50 | 17,195.50 |
| 0005 | 507-02-00300 | Aggregate (S3) | 4,913 | SQYD | 4.19 | 20,585.47 | 3.27 | 16,065.51 | 3.50 | 17,195.50 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 80 | SQYD | 55.00 | 4,400.00 | 40.00 | 3,200.00 | 165.00 | 13,200.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4 | CUYD | 0.25 | -1.00 | 0.01 | -0.04 | 0.10 | -0.40 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 700 | SQYD | 100.00 | 70,000.00 | 100.00 | 70,000.00 | 110.00 | 77,000.00 |
| 0009 | 510-03-00100 | Pavement Joint Repair | 24 | TON | 200.00 | 4,800.00 | 300.00 | 7,200.00 | 600.00 | 14,400.00 |
| 0010 | 602-01-00100 | Cleaning and Filling Existing Longitudinal Pavement Joints | 200 | LNFT | 82.17 | 16,434.00 | 81.00 | 16,200.00 | 80.00 | 16,000.00 |
| 0011 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 8,383 | LNFT | 2.47 | 20,706.01 | 2.43 | 20,370.69 | 2.25 | 18,861.75 |
| 0012 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 2,433 | LNFT | 2.47 | 6,009.51 | 2.43 | 5,912.19 | 2.25 | 5,474.25 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 14,856.08 | 14,856.08 | 20,000.00 | 20,000.00 | 6,600.00 | 6,600.00 |
| 0014 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.068 | MILE | 825.00 | 56.10 | 1,000.00 | 68.00 | 1,300.00 | 88.40 |
| 0015 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.034 | MILE | 547.83 | 18.63 | 1,080.00 | 36.72 | 600.00 | 20.40 |
| 0016 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.748 | MILE | 986.09 | 737.60 | 2,160.00 | 1,615.68 | 1,100.00 | 822.80 |
| 0017 | 727-01-00100 | Mobilization | 1 | LUMP | 22,600.00 | 22,600.00 | 12,800.00 | 12,800.00 | 38,000.00 | 38,000.00 |
| 0018 | 731-02-00100 | Reflectorized Raised Pavement Markers | 47 | EACH | 8.77 | 412.19 | 6.00 | 282.00 | 9.00 | 423.00 |
| 0019 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 59 | LNFT | 5.00 | 295.00 | 5.00 | 295.00 | 15.00 | 885.00 |
| 0020 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.748 | MILE | 3,122.63 | 2,335.73 | 3,024.00 | 2,261.95 | 3,400.00 | 2,543.20 |
| 0021 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.034 | MILE | 1,479.14 | 50.29 | 1,080.00 | 36.72 | 1,600.00 | 54.40 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 1,600.00 | 1,600.00 | 2,100.00 | 2,100.00 |
| 0023 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 6,000 | INLF | 1.25 | 7,500.00 | 1.03 | 6,180.00 | 1.00 | 6,000.00 |
| CONTRACTOR TOTAL | 354,013.49 | 372,031.00 | 425,940.80 | |||||||