Bid Tabulations
Letting of
11/17/2010
LA DOTD Headquarters
| Lead Project: 166-03-0012-R1 | |
| Parish: Richland | |
| Routes: LA 561 | |
| Description: CALDWELL PARISH LINE TO LA 132 | |
| Type Const: ASPHALTIC CONCRETE PAVEMENT PATCHING, ASPHALTIC SURFACE TREATMENT (TYPE B), AND RELATED WORK. | |
| Estimated Construction Cost: $668,158.70 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05635 | Dreher Contracting, Inc. | $602,838.85 |
| 2 | 35378 | P.R. Parker Company Inc | $620,109.23 |
| 3 | 14422 | T. L. Wallace Construction, Inc. | $677,079.15 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Dreher Contracting, Inc. |
- 2 - P.R. Parker Company Inc |
- 3 - T. L. Wallace Construction, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) Tree Trimming | 1 | LUMP | 15,000.00 | 15,000.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 |
| 0002 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 86,671 | GAL | 2.55 | 221,011.05 | 2.86 | 247,879.06 | 3.15 | 273,013.65 |
| 0003 | 507-02-00200 | Aggregate (S2) | 127,458 | SQYD | 0.85 | 108,339.30 | 0.60 | 76,474.80 | 0.90 | 114,712.20 |
| 0004 | 507-02-00300 | Aggregate (S3) | 127,458 | SQYD | 0.65 | 82,847.70 | 0.42 | 53,532.36 | 0.65 | 82,847.70 |
| 0005 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,174 | SQYD | 88.00 | 103,312.00 | 90.00 | 105,660.00 | 95.00 | 111,530.00 |
| 0006 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,000.00 | 4,000.00 | 17,200.00 | 17,200.00 | 16,400.00 | 16,400.00 |
| 0007 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 17.026 | MILE | 155.00 | 2,639.03 | 150.00 | 2,553.90 | 350.00 | 5,959.10 |
| 0008 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 15.322 | MILE | 275.00 | 4,213.55 | 250.00 | 3,830.50 | 650.00 | 9,959.30 |
| 0009 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 2,905 | EACH | 1.55 | 4,502.75 | 2.00 | 5,810.00 | 1.50 | 4,357.50 |
| 0010 | 727-01-00100 | Mobilization | 1 | LUMP | 24,000.00 | 24,000.00 | 62,000.00 | 62,000.00 | 16,500.00 | 16,500.00 |
| 0011 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,453 | EACH | 4.75 | 6,901.75 | 4.75 | 6,901.75 | 4.50 | 6,538.50 |
| 0012 | 737-01-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 7.661 | MILE | 680.00 | 5,209.48 | 675.00 | 5,171.18 | 650.00 | 4,979.65 |
| 0013 | 737-02-00100 | Painted Traffic Striping (Broken Line) (4" Width) | 8.513 | MILE | 480.00 | 4,086.24 | 475.00 | 4,043.68 | 350.00 | 2,979.55 |
| 0014 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 3,000.00 | 3,000.00 | 3,750.00 | 3,750.00 |
| 0015 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 46,380 | INLF | 0.20 | 9,276.00 | 0.40 | 18,552.00 | 0.40 | 18,552.00 |
| CONTRACTOR TOTAL | 602,838.85 | 620,109.23 | 677,079.15 | |||||||