Bid Tabulations
Letting of
03/31/2010
LA DOTD Headquarters
| Lead Project: 813-27-0006 | |
| Parish: Catahoula | |
| Routes: LA 927 | |
| Description: 0.09 MILES EAST OF US 84 - 0.10 MILES EAST OF LA 124 | |
| Type Const: Cold Planing Asphaltic Concrete, Pavement Patching, Superpave Asphaltic Concrete Overlay and related work | |
| Estimated Construction Cost: $503,751.27 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $434,043.43 |
| 2 | 05789 | D & J Construction Co., Inc. | $481,550.45 |
| 3 | 12312 | Gilchrist Construction Co. LLC | $578,066.15 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
- 3 - Gilchrist Construction Co. LLC |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-02020 | Removal of Asphalt Pavement | 343 | SQYD | 14.00 | 4,802.00 | 15.00 | 5,145.00 | 4.00 | 1,372.00 |
| 0002 | 202-02-26300 | Removal of Median / Island | 13 | SQYD | 130.00 | 1,690.00 | 75.00 | 975.00 | 80.00 | 1,040.00 |
| 0003 | 202-02-40100 | Removal of Traffic Signal Equipment | 1 | LUMP | 4,700.00 | 4,700.00 | 1,000.00 | 1,000.00 | 6,500.00 | 6,500.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 225 | CUYD | 30.00 | 6,750.00 | 30.00 | 6,750.00 | 35.00 | 7,875.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 198 | CUYD | 45.00 | 8,910.00 | 55.00 | 10,890.00 | 100.00 | 19,800.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 2,135.5 | TON | 81.00 | 172,975.50 | 90.00 | 192,195.00 | 92.00 | 196,466.00 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 726.8 | TON | 136.00 | 98,844.80 | 120.00 | 87,216.00 | 145.00 | 105,386.00 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 7,256 | SQYD | 2.00 | 14,512.00 | 2.00 | 14,512.00 | 2.00 | 14,512.00 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -94 | CUYD | 0.10 | -9.40 | 0.10 | -9.40 | 10.00 | -940.00 |
| 0010 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 679 | SQYD | 78.00 | 52,962.00 | 120.00 | 81,480.00 | 115.00 | 78,085.00 |
| 0011 | 702-04-00150 | Adjusting Manholes w/Manhole Adjustment Rings | 8 | EACH | 1,600.00 | 12,800.00 | 1,100.00 | 8,800.00 | 2,000.00 | 16,000.00 |
| 0012 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 4,100.00 | 4,100.00 | 20,000.00 | 20,000.00 |
| 0013 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1 | MILE | 175.00 | 175.00 | 225.00 | 225.00 | 430.00 | 430.00 |
| 0014 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.379 | MILE | 550.00 | 1,858.45 | 350.00 | 1,182.65 | 850.00 | 2,872.15 |
| 0015 | 727-01-00100 | Mobilization | 1 | LUMP | 14,000.00 | 14,000.00 | 23,000.00 | 23,000.00 | 58,000.00 | 58,000.00 |
| 0016 | 731-02-00100 | Reflectorized Raised Pavement Markers | 124 | EACH | 5.50 | 682.00 | 8.00 | 992.00 | 6.00 | 744.00 |
| 0017 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.688 | MILE | 2,600.00 | 9,588.80 | 2,700.00 | 9,957.60 | 3,500.00 | 12,908.00 |
| 0018 | 735-01-00100 | Mailboxes | 2 | EACH | 1.00 | 2.00 | 5.00 | 10.00 | 10.00 | 20.00 |
| 0019 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 550.00 | 1,100.00 | 500.00 | 1,000.00 | 165.00 | 330.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,800.00 | 1,800.00 | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 |
| 0021 | 741-11-00100 | Adjusting Water Valve | 3 | EACH | 900.00 | 2,700.00 | 250.00 | 750.00 | 900.00 | 2,700.00 |
| 0022 | NS-500-00280 | Surface Preparation | 1 | LUMP | 12,000.00 | 12,000.00 | 23,500.00 | 23,500.00 | 15,000.00 | 15,000.00 |
| 0023 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 8,966 | INLF | 0.58 | 5,200.28 | 0.60 | 5,379.60 | 1.00 | 8,966.00 |
| CONTRACTOR TOTAL | 434,043.43 | 481,550.45 | 578,066.15 | |||||||