Bid Tabulations
Letting of
01/25/2012
LA DOTD Headquarters
| Lead Project: H.000721.6-R1 | |
| Parish: Madison | |
| Routes: US 65 | |
| Description: US 65: TALLULAH CITY LIMITS TO EAST CARROLL PARISH LINE | |
| Type Const: CLEARING AND GRUBBING, COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $1,558,745.22 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,412,127.48 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,556,162.63 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,566,948.96 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Diamond B Construction Co., L.L.C. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) (TREE TRIMMING) | 1 | LUMP | 11,000.00 | 11,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 501-01-00004 | Thin Asphaltic Concrete (Dense Mix) | 5,489.4 | TON | 115.00 | 631,281.00 | 130.00 | 713,622.00 | 132.00 | 724,600.80 |
| 0003 | 501-02-00001 | Tack Coat | 7,638 | GAL | 4.00 | 30,552.00 | 3.50 | 26,733.00 | 4.50 | 34,371.00 |
| 0004 | 509-01-00100 | Cold Planing Asphaltic Pavement | 127,291 | SQYD | 2.15 | 273,675.65 | 0.65 | 82,739.15 | 1.50 | 190,936.50 |
| 0005 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,329 | CUYD | 0.10 | -132.90 | 1.00 | -1,329.00 | 1.00 | -1,329.00 |
| 0006 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 2,730.7 | SQYD | 75.00 | 204,802.50 | 160.00 | 436,912.00 | 145.00 | 395,951.50 |
| 0007 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 70,000.00 | 70,000.00 | 15,000.00 | 15,000.00 | 21,500.00 | 21,500.00 |
| 0008 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 17.552 | MILE | 250.00 | 4,388.00 | 365.00 | 6,406.48 | 180.00 | 3,159.36 |
| 0009 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 38.832 | MILE | 1.00 | 38.83 | 100.00 | 3,883.20 | 500.00 | 19,416.00 |
| 0010 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 4 | EACH | 1.00 | 4.00 | 100.00 | 400.00 | 50.00 | 200.00 |
| 0011 | 727-01-00100 | Mobilization | 1 | LUMP | 95,000.00 | 95,000.00 | 150,000.00 | 150,000.00 | 58,600.00 | 58,600.00 |
| 0012 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,194 | EACH | 6.00 | 7,164.00 | 6.50 | 7,761.00 | 5.00 | 5,970.00 |
| 0013 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 19.416 | MILE | 3,300.00 | 64,072.80 | 3,500.00 | 67,956.00 | 3,000.00 | 58,248.00 |
| 0014 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 8.776 | MILE | 1,200.00 | 10,531.20 | 1,000.00 | 8,776.00 | 800.00 | 7,020.80 |
| 0015 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 600.00 | 1,200.00 | 725.00 | 1,450.00 | 400.00 | 800.00 |
| 0016 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,000.00 | 6,000.00 | 6,000.00 | 6,000.00 | 7,000.00 | 7,000.00 |
| 0017 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 51,008 | INLF | 0.05 | 2,550.40 | 0.35 | 17,852.80 | 0.50 | 25,504.00 |
| CONTRACTOR TOTAL | 1,412,127.48 | 1,556,162.63 | 1,566,948.96 | |||||||