Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: 041-03-0022 | |
| Parish: Catahoula | |
| Routes: LA 124 | |
| Description: LA 559 - LA 126 | |
| Type Const: COLD PLANING ASPHALTIC CONCRETE, PAVEMENT PATCHING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, DRAINAGE IMPROVEMENTS AND RELATED WORK | |
| Estimated Construction Cost: $1,125,512.85 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,194,506.80 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,228,441.90 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $1,254,841.79 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction 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 | 306-02-00100 | Scarifying and Compacting Roadbed (6" Thick) | 4,311 | SQYD | 5.00 | 21,555.00 | 4.50 | 19,399.50 | 3.75 | 16,166.25 |
| 0002 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,085 | CUYD | 45.00 | 48,825.00 | 81.00 | 87,885.00 | 103.00 | 111,755.00 |
| 0003 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 1.00 | 500.00 | 38.00 | 19,000.00 | 90.00 | 45,000.00 |
| 0004 | 502-01-00100 | Superpave Asphaltic Concrete | 9,684.5 | TON | 93.00 | 900,658.50 | 93.00 | 900,658.50 | 89.00 | 861,920.50 |
| 0005 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 152 | TON | 93.00 | 14,136.00 | 145.00 | 22,040.00 | 179.00 | 27,208.00 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 200 | SQYD | 40.00 | 8,000.00 | 60.00 | 12,000.00 | 20.00 | 4,000.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4 | CUYD | 0.10 | -0.40 | 0.10 | -0.40 | 0.10 | -0.40 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 250 | SQYD | 140.00 | 35,000.00 | 86.00 | 21,500.00 | 100.00 | 25,000.00 |
| 0009 | 703-03-00100 | Perforated Pipe Underdrains | 400 | LNFT | 75.00 | 30,000.00 | 25.00 | 10,000.00 | 67.00 | 26,800.00 |
| 0010 | 703-04-00100 | Nonperforated Pipe Underdrains | 60 | LNFT | 50.00 | 3,000.00 | 100.00 | 6,000.00 | 94.00 | 5,640.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 23,000.00 | 23,000.00 | 9,000.00 | 9,000.00 | 6,000.00 | 6,000.00 |
| 0012 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 12.68 | MILE | 225.00 | 2,853.00 | 175.00 | 2,219.00 | 345.00 | 4,374.60 |
| 0013 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.157 | MILE | 150.00 | 323.55 | 350.00 | 754.95 | 1.00 | 2.16 |
| 0014 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 21.045 | MILE | 1.00 | 21.05 | 550.00 | 11,574.75 | 1.00 | 21.05 |
| 0015 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,675 | EACH | 0.10 | 167.50 | 0.50 | 837.50 | 1.00 | 1,675.00 |
| 0016 | 726-01-00100 | Bedding Material | 1 | CUYD | 100.00 | 100.00 | 190.00 | 190.00 | 150.00 | 150.00 |
| 0017 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 63,500.00 | 63,500.00 | 75,000.00 | 75,000.00 |
| 0018 | 731-02-00100 | Reflectorized Raised Pavement Markers | 838 | EACH | 6.00 | 5,028.00 | 5.00 | 4,190.00 | 7.50 | 6,285.00 |
| 0019 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.523 | MILE | 2,800.00 | 29,464.40 | 3,000.00 | 31,569.00 | 3,150.00 | 33,147.45 |
| 0020 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.079 | MILE | 800.00 | 863.20 | 900.00 | 971.10 | 1,120.00 | 1,208.48 |
| 0021 | 732-05-00100 | Removal of Existing Markings Removal of Raised Pavement Markers only | 6.34 | MILE | 300.00 | 1,902.00 | 150.00 | 951.00 | 225.00 | 1,426.50 |
| 0022 | 735-01-00100 | Mailboxes | 2 | EACH | 5.00 | 10.00 | 1.00 | 2.00 | 1.10 | 2.20 |
| 0023 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 300.00 | 600.00 | 700.00 | 1,400.00 | 780.00 | 1,560.00 |
| 0024 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,000 | INLF | 3.50 | 3,500.00 | 2.80 | 2,800.00 | 0.50 | 500.00 |
| CONTRACTOR TOTAL | 1,194,506.80 | 1,228,441.90 | 1,254,841.79 | |||||||