Bid Tabulations
Letting of
04/27/2011
LA DOTD Headquarters
| Lead Project: 340-02-0015 | |
| Parish: Richland | |
| Routes: LA 583 | |
| Description: US 80 TO 3.049 MILES SOUTH OF LA 134 | |
| Type Const: DRAINAGE STRUCTURES, THIN ASPHALTIC CONCRETE, PAVEMENT PATCHING, AND RELATED WORK | |
| Estimated Construction Cost: $804,789.08 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $529,776.63 |
| 2 | 05789 | D & J Construction Co., Inc. | $531,810.11 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Diamond B Construction Co., L.L.C. |
- 2 - D & J Construction Co., Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00200 | Clearing and Grubbing (Selective) Tree Trimming | 1 | LUMP | 3,800.00 | 3,800.00 | 6,000.00 | 6,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,800.00 | 1,800.00 | 2,000.00 | 2,000.00 |
| 0003 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 576 | CUYD | 97.00 | 55,872.00 | 55.00 | 31,680.00 |
| 0006 | 509-01-00100 | Cold Planing Asphaltic Pavement | 378 | SQYD | 38.00 | 14,364.00 | 20.00 | 7,560.00 |
| 0007 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -4 | CUYD | 0.10 | -0.40 | 0.10 | -0.40 |
| 0008 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 297 | SQYD | 82.00 | 24,354.00 | 125.00 | 37,125.00 |
| 0009 | 701-01-01000 | Cross Drain Pipe (24" RCP/PP) | 48 | LNFT | 100.00 | 4,800.00 | 100.00 | 4,800.00 |
| 0010 | 701-01-01040 | Cross Drain Pipe (36" RCP/PP) | 96 | LNFT | 125.00 | 12,000.00 | 125.00 | 12,000.00 |
| 0011 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 9,200.00 | 9,200.00 | 11,000.00 | 11,000.00 |
| 0012 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 5.919 | MILE | 170.00 | 1,006.23 | 250.00 | 1,479.75 |
| 0013 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.736 | MILE | 325.00 | 1,864.20 | 200.00 | 1,147.20 |
| 0014 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 1.656 | MILE | 700.00 | 1,159.20 | 1.00 | 1.66 |
| 0015 | 726-01-00100 | Bedding Material | 44 | CUYD | 110.00 | 4,840.00 | 100.00 | 4,400.00 |
| 0016 | 727-01-00100 | Mobilization | 1 | LUMP | 19,500.00 | 19,500.00 | 42,000.00 | 42,000.00 |
| 0017 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 125.00 | 500.00 | 125.00 | 500.00 |
| 0018 | 731-02-00100 | Reflectorized Raised Pavement Markers | 783 | EACH | 5.00 | 3,915.00 | 6.00 | 4,698.00 |
| 0019 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.656 | MILE | 3,000.00 | 4,968.00 | 2,800.00 | 4,636.80 |
| 0020 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.736 | MILE | 900.00 | 5,162.40 | 1,000.00 | 5,736.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 |
| 0022 | NS-200-00020 | Cleaning Existing Ditches | 200 | LNFT | 10.00 | 2,000.00 | 10.00 | 2,000.00 |
| 0023 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 11,304 | INLF | 0.25 | 2,826.00 | 0.25 | 2,826.00 |
| 0024 | 501-01-00003 | Thin Asphaltic Concrete (Fine Mix) | 2,869.6 | TON | 105.00 | 301,308.00 | 106.00 | 304,177.60 |
| 0025 | 501-02-00001 | Tack Coat (quantity is for thin asphaltic concrete layer only) | 5,565 | GAL | 4.00 | 22,260.00 | 3.50 | 19,477.50 |
| 0026 | 502-01-00100 | Superpave Asphaltic Concrete | 157.1 | TON | 180.00 | 28,278.00 | 150.00 | 23,565.00 |
| CONTRACTOR TOTAL | 529,776.63 | 531,810.11 | ||||||