Bid Tabulations
Letting of
07/27/2011
LA DOTD Headquarters
| Lead Project: 085-09-0015 | |
| Parish: Lincoln | |
| Routes: LA 146 | |
| Description: LA 151 TO US 167 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $2,143,024.78 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08584 | Madden Contracting Co., Inc. | $1,162,901.36 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,365,908.73 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,662,327.43 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Madden Contracting Co., Inc. |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,639 | CUYD | 25.25 | 41,384.75 | 93.00 | 152,427.00 | 90.00 | 147,510.00 |
| 0002 | 501-01-00003 | Thin Asphaltic Concrete (Fine Mix) | 5,975 | TON | 102.00 | 609,450.00 | 94.00 | 561,650.00 | 122.00 | 728,950.00 |
| 0003 | 501-02-00001 | Tack Coat | 10,819 | GAL | 0.01 | 108.19 | 3.50 | 37,866.50 | 4.40 | 47,603.60 |
| 0004 | 509-01-00100 | Cold Planing Asphaltic Pavement | 108,190 | SQYD | 0.50 | 54,095.00 | 1.00 | 108,190.00 | 0.70 | 75,733.00 |
| 0005 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,540 | CUYD | 0.01 | -15.40 | 0.10 | -154.00 | 1.00 | -1,540.00 |
| 0006 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 3,600 | SQYD | 80.00 | 288,000.00 | 78.50 | 282,600.00 | 95.00 | 342,000.00 |
| 0007 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,300.00 | 30,300.00 | 11,000.00 | 11,000.00 | 28,000.00 | 28,000.00 |
| 0008 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 8.711 | MILE | 325.00 | 2,831.08 | 190.00 | 1,655.09 | 325.00 | 2,831.08 |
| 0009 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.81 | MILE | 1.00 | 4.81 | 1.00 | 4.81 | 50.00 | 240.50 |
| 0010 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 64.88 | MILE | 1.00 | 64.88 | 1.00 | 64.88 | 50.00 | 3,244.00 |
| 0011 | 727-01-00100 | Mobilization | 1 | LUMP | 30,300.00 | 30,300.00 | 71,000.00 | 71,000.00 | 160,000.00 | 160,000.00 |
| 0012 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,150 | EACH | 4.50 | 5,175.00 | 5.00 | 5,750.00 | 5.90 | 6,785.00 |
| 0013 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 32.44 | MILE | 2,600.00 | 84,344.00 | 3,100.00 | 100,564.00 | 3,200.00 | 103,808.00 |
| 0014 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.405 | MILE | 750.00 | 1,803.75 | 890.00 | 2,140.45 | 950.00 | 2,284.75 |
| 0016 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 3,500.00 | 3,500.00 | 5,200.00 | 5,200.00 |
| 0017 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 5,530 | INLF | 0.01 | 55.30 | 5.00 | 27,650.00 | 1.75 | 9,677.50 |
| CONTRACTOR TOTAL | 1,162,901.36 | 1,365,908.73 | 1,662,327.43 | |||||||