Bid Tabulations
Letting of
07/25/2012
LA DOTD Headquarters
| Lead Project: H.000609.6 | |
| Parish: LaSalle | |
| Routes: US 165 | |
| Description: US 165: US 84 - OLLA | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY AND RELATED WORK. | |
| Estimated Construction Cost: $1,988,262.11 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,683,162.31 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $1,760,121.06 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,785,572.99 |
| 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 | 502-01-00100 | Superpave Asphaltic Concrete | 10,448.4 | TON | 87.00 | 909,010.80 | 87.50 | 914,235.00 | 89.00 | 929,907.60 |
| 0002 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 131.3 | TON | 154.00 | 20,220.20 | 158.00 | 20,745.40 | 150.00 | 19,695.00 |
| 0003 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 80,364 | GAL | 3.53 | 283,684.92 | 3.75 | 301,365.00 | 3.50 | 281,274.00 |
| 0004 | 507-02-00200 | Aggregate (S2) | 132,816 | SQYD | 0.97 | 128,831.52 | 1.05 | 139,456.80 | 1.00 | 132,816.00 |
| 0005 | 507-02-00300 | Aggregate (S3) | 95,889 | SQYD | 0.75 | 71,916.75 | 0.80 | 76,711.20 | 0.80 | 76,711.20 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 96,166 | SQYD | 1.00 | 96,166.00 | 0.70 | 67,316.20 | 1.80 | 173,098.80 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,673 | CUYD | 0.10 | -267.30 | 1.00 | -2,673.00 | 5.00 | -13,365.00 |
| 0008 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | 175 | SQYD | 175.00 | 30,625.00 | 120.00 | 21,000.00 | 105.00 | 18,375.00 |
| 0009 | 510-01-00400 | Pavement Patching (24" Minimum Thickness) | 175 | SQYD | 200.00 | 35,000.00 | 175.00 | 30,625.00 | 150.00 | 26,250.00 |
| 0010 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 |
| 0011 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 18.084 | MILE | 175.00 | 3,164.70 | 220.00 | 3,978.48 | 1.00 | 18.08 |
| 0012 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 36.356 | MILE | 1.00 | 36.36 | 235.00 | 8,543.66 | 1.00 | 36.36 |
| 0013 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,597 | EACH | 2.25 | 3,593.25 | 1.70 | 2,714.90 | 1.55 | 2,475.35 |
| 0014 | 727-01-00100 | Mobilization | 1 | LUMP | 32,000.00 | 32,000.00 | 80,000.00 | 80,000.00 | 43,000.00 | 43,000.00 |
| 0015 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,021 | EACH | 4.50 | 4,594.50 | 5.50 | 5,615.50 | 4.25 | 4,339.25 |
| 0016 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 13 | LNFT | 10.00 | 130.00 | 5.50 | 71.50 | 4.25 | 55.25 |
| 0017 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.119 | MILE | 2,500.00 | 30,297.50 | 2,700.00 | 32,721.30 | 2,500.00 | 30,297.50 |
| 0018 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.028 | MILE | 700.00 | 4,219.60 | 940.00 | 5,666.32 | 725.00 | 4,370.30 |
| 0019 | 732-05-00100 | Removal of Existing Markings | 5.819 | MILE | 2,000.00 | 11,638.00 | 3,800.00 | 22,112.20 | 2,100.00 | 12,219.90 |
| 0020 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 27,000 | INLF | 0.10 | 2,700.00 | 0.15 | 4,050.00 | 0.10 | 2,700.00 |
| 0021 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 1.082 | MILE | 555.00 | 600.51 | 800.00 | 865.60 | 1,200.00 | 1,298.40 |
| CONTRACTOR TOTAL | 1,683,162.31 | 1,760,121.06 | 1,785,572.99 | |||||||