Bid Tabulations
Letting of
03/14/2012
LA DOTD Headquarters
| Lead Project: H.009312.6 | |
| Parish: Ouachita | |
| Routes: LA 838 | |
| Description: LA 838: LA 546 TO WELL ROAD | |
| Type Const: PAVEMENT PATCHING, ASPHALTIC SURFACE TREATMENT, STRIPING AND RELATED WORK. | |
| Estimated Construction Cost: $456,717.71 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 35378 | P.R. Parker Company Inc | $423,003.75 |
| 2 | 05635 | Dreher Contracting, LLC | $427,419.69 |
| 3 | 35849 | T.L. Construction LLC | $458,102.18 |
| 4 | 14422 | T. L. Wallace Construction, Inc. | $466,016.95 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - P.R. Parker Company Inc |
- 2 - Dreher Contracting, LLC |
- 3 - T.L. Construction LLC |
- 4 - T. L. Wallace Construction, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 59,850 | GAL | 3.24 | 193,914.00 | 3.10 | 185,535.00 | 3.50 | 209,475.00 | 3.40 | 203,490.00 |
| 0002 | 507-02-00200 | Aggregate (S2) | 88,015 | SQYD | 0.55 | 48,408.25 | 0.69 | 60,730.35 | 0.78 | 68,651.70 | 0.90 | 79,213.50 |
| 0003 | 507-02-00300 | Aggregate (S3) | 88,015 | SQYD | 0.38 | 33,445.70 | 0.50 | 44,007.50 | 0.60 | 52,809.00 | 0.55 | 48,408.25 |
| 0004 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 600 | SQYD | 95.00 | 57,000.00 | 98.00 | 58,800.00 | 88.00 | 52,800.00 | 107.00 | 64,200.00 |
| 0005 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,600.00 | 10,600.00 | 3,300.00 | 3,300.00 | 5,000.00 | 5,000.00 | 6,200.00 | 6,200.00 |
| 0006 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.372 | MILE | 250.00 | 93.00 | 275.00 | 102.30 | 300.00 | 111.60 | 250.00 | 93.00 |
| 0007 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 21.996 | MILE | 350.00 | 7,698.60 | 375.00 | 8,248.50 | 415.00 | 9,128.34 | 500.00 | 10,998.00 |
| 0008 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,876 | EACH | 2.00 | 3,752.00 | 1.25 | 2,345.00 | 2.00 | 3,752.00 | 1.25 | 2,345.00 |
| 0009 | 727-01-00100 | Mobilization | 1 | LUMP | 42,000.00 | 42,000.00 | 37,500.00 | 37,500.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 0010 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,826 | EACH | 5.10 | 9,312.60 | 5.25 | 9,586.50 | 6.00 | 10,956.00 | 4.00 | 7,304.00 |
| 0011 | 737-01-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 21.996 | MILE | 500.00 | 10,998.00 | 515.00 | 11,327.94 | 600.00 | 13,197.60 | 600.00 | 13,197.60 |
| 0012 | 737-02-00100 | Painted Traffic Striping (Broken Line) (4" Width) | 0.372 | MILE | 300.00 | 111.60 | 300.00 | 111.60 | 352.00 | 130.94 | 300.00 | 111.60 |
| 0013 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,080.00 | 1,080.00 | 2,000.00 | 2,000.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 |
| 0014 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 15,300 | INLF | 0.30 | 4,590.00 | 0.25 | 3,825.00 | 0.30 | 4,590.00 | 0.52 | 7,956.00 |
| CONTRACTOR TOTAL | 423,003.75 | 427,419.69 | 458,102.18 | 466,016.95 | ||||||||