Bid Tabulations
Letting of
11/17/2010
LA DOTD Headquarters
| Lead Project: 185-03-0026-R2 | |
| Parish: West Carroll | |
| Routes: LA 577 | |
| Description: WEENS ROAD TO LA 17 | |
| Type Const: ASPHALTIC SURFACE TREATMENT AND RELATED WORK. | |
| Estimated Construction Cost: $311,677.63 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05635 | Dreher Contracting, Inc. | $283,575.90 |
| 2 | 35378 | P.R. Parker Company Inc | $297,000.78 |
| 3 | 14422 | T. L. Wallace Construction, Inc. | $309,803.10 |
| 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 | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 |
| 0002 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 41,250 | GAL | 2.70 | 111,375.00 | 2.88 | 118,800.00 | 3.05 | 125,812.50 |
| 0003 | 507-02-00200 | Aggregate (S2) | 60,662 | SQYD | 0.60 | 36,397.20 | 0.68 | 41,250.16 | 0.90 | 54,595.80 |
| 0004 | 507-02-00300 | Aggregate (S3) | 60,662 | SQYD | 0.60 | 36,397.20 | 0.51 | 30,937.62 | 0.65 | 39,430.30 |
| 0005 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 300 | SQYD | 105.00 | 31,500.00 | 110.00 | 33,000.00 | 110.00 | 33,000.00 |
| 0006 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 12,750.00 | 12,750.00 |
| 0007 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.76 | MILE | 250.00 | 2,190.00 | 200.00 | 1,752.00 | 350.00 | 3,066.00 |
| 0008 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 6.62 | MILE | 325.00 | 2,151.50 | 300.00 | 1,986.00 | 650.00 | 4,303.00 |
| 0009 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,365 | EACH | 1.55 | 2,115.75 | 2.00 | 2,730.00 | 1.50 | 2,047.50 |
| 0010 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 29,700.00 | 29,700.00 | 12,000.00 | 12,000.00 |
| 0011 | 731-02-00100 | Reflectorized Raised Pavement Markers | 683 | EACH | 6.00 | 4,098.00 | 6.00 | 4,098.00 | 4.50 | 3,073.50 |
| 0012 | 737-01-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 3.31 | MILE | 925.00 | 3,061.75 | 900.00 | 2,979.00 | 650.00 | 2,151.50 |
| 0013 | 737-02-00100 | Painted Traffic Striping (Broken Line) (4" Width) | 4.38 | MILE | 625.00 | 2,737.50 | 600.00 | 2,628.00 | 350.00 | 1,533.00 |
| 0014 | 740-01-00100 | Construction Layout | 1 | LUMP | 6,300.00 | 6,300.00 | 2,500.00 | 2,500.00 | 2,400.00 | 2,400.00 |
| 0015 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 21,600 | INLF | 0.22 | 4,752.00 | 0.40 | 8,640.00 | 0.40 | 8,640.00 |
| CONTRACTOR TOTAL | 283,575.90 | 297,000.78 | 309,803.10 | |||||||