Bid Tabulations
Letting of
02/23/2011
LA DOTD Headquarters
| Lead Project: 320-01-0014 | |
| Parish: Jackson | |
| Routes: LA 147 | |
| Description: US 167 - LA 505 | |
| Type Const: ASPHALT SURFACE TREATMENT, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $479,496.74 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05635 | Dreher Contracting, Inc. | $415,644.84 |
| 2 | 35378 | P.R. Parker Company Inc | $441,171.89 |
| 3 | 14422 | T. L. Wallace Construction, Inc. | $482,975.41 |
| 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) | 1 | LUMP | 6,300.00 | 6,300.00 | 16,300.00 | 16,300.00 | 35,000.00 | 35,000.00 |
| 0002 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 42,617 | GAL | 2.50 | 106,542.50 | 3.00 | 127,851.00 | 3.25 | 138,505.25 |
| 0003 | 507-02-00200 | Aggregate (S2) | 62,672 | SQYD | 0.85 | 53,271.20 | 0.64 | 40,110.08 | 0.90 | 56,404.80 |
| 0004 | 507-02-00300 | Aggregate (S3) | 62,672 | SQYD | 0.65 | 40,736.80 | 0.45 | 28,202.40 | 0.70 | 43,870.40 |
| 0005 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 1,334 | SQYD | 88.00 | 117,392.00 | 96.00 | 128,064.00 | 100.00 | 133,400.00 |
| 0006 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 2,100.00 | 2,100.00 | 18,400.00 | 18,400.00 | 8,500.00 | 8,500.00 |
| 0007 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 4.824 | MILE | 150.00 | 723.60 | 140.00 | 675.36 | 140.00 | 675.36 |
| 0008 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 29.904 | MILE | 410.00 | 12,260.64 | 425.00 | 12,709.20 | 425.00 | 12,709.20 |
| 0009 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 2,388 | EACH | 1.55 | 3,701.40 | 0.45 | 1,074.60 | 1.25 | 2,985.00 |
| 0010 | 727-01-00100 | Mobilization | 1 | LUMP | 51,308.50 | 51,308.50 | 44,100.00 | 44,100.00 | 8,000.00 | 8,000.00 |
| 0011 | 731-02-00100 | Reflectorized Raised Pavement Markers | 597 | EACH | 4.00 | 2,388.00 | 4.25 | 2,537.25 | 5.00 | 2,985.00 |
| 0012 | 737-01-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 14.952 | MILE | 600.00 | 8,971.20 | 550.00 | 8,223.60 | 700.00 | 10,466.40 |
| 0013 | 737-02-00100 | Painted Traffic Striping (Broken Line) (4" Width) | 2.412 | MILE | 350.00 | 844.20 | 300.00 | 723.60 | 500.00 | 1,206.00 |
| 0014 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 |
| 0015 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 20,640 | INLF | 0.32 | 6,604.80 | 0.47 | 9,700.80 | 1.20 | 24,768.00 |
| CONTRACTOR TOTAL | 415,644.84 | 441,171.89 | 482,975.41 | |||||||