Bid Tabulations
Letting of
06/15/2011
LA DOTD Headquarters
| Lead Project: H.001962.6 | |
| Parish: East Carroll | |
| Routes: LA 883-1 | |
| Description: LA 134 TO LA 883-2 | |
| Type Const: GRADING, COLD PLANING ASPHALTIC PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE, DRAINAGE STRUCTURES, and RELATED WORK. | |
| Estimated Construction Cost: $374,794.69 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12487 | Diamond B Construction Co., L.L.C. | $429,301.01 |
| 2 | 05789 | D & J Construction Co., Inc. | $440,573.38 |
| 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 | 4,361.10 | 4,361.10 | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 7,268.50 | 7,268.50 | 750.00 | 750.00 |
| 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 14 | SQYD | 36.34 | 508.76 | 12.00 | 168.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 650 | CUYD | 21.81 | 14,176.50 | 24.00 | 15,600.00 |
| 0005 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 101 | CUYD | 95.57 | 9,652.57 | 80.00 | 8,080.00 |
| 0006 | 502-01-00100 | Superpave Asphaltic Concrete | 1,214.6 | TON | 135.45 | 164,517.57 | 135.00 | 163,971.00 |
| 0007 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 43 | TON | 203.57 | 8,753.51 | 320.00 | 13,760.00 |
| 0008 | 509-01-00100 | Cold Planing Asphaltic Pavement | 10,928 | SQYD | 3.61 | 39,450.08 | 3.00 | 32,784.00 |
| 0009 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -456 | CUYD | 1.00 | -456.00 | 0.10 | -45.60 |
| 0010 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 566 | SQYD | 107.78 | 61,003.48 | 130.00 | 73,580.00 |
| 0011 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 8 | LNFT | 218.06 | 1,744.48 | 100.00 | 800.00 |
| 0012 | 701-15-00100 | Concrete Collar | 2 | EACH | 872.22 | 1,744.44 | 600.00 | 1,200.00 |
| 0013 | 706-02-00200 | Concrete Drive (6" Thick) | 13.3 | SQYD | 101.76 | 1,353.41 | 100.00 | 1,330.00 |
| 0014 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,009.71 | 6,009.71 | 25,000.00 | 25,000.00 |
| 0015 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 48 | LNFT | 4.36 | 209.28 | 3.00 | 144.00 |
| 0016 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.567 | MILE | 224.30 | 351.48 | 225.00 | 352.58 |
| 0017 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 6.228 | MILE | 436.11 | 2,716.09 | 350.00 | 2,179.80 |
| 0018 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 4 | EACH | 101.76 | 407.04 | 75.00 | 300.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 3 | TON | 1,235.64 | 3,706.92 | 650.00 | 1,950.00 |
| 0020 | 717-01-00100 | Seeding | 45 | LB | 21.81 | 981.45 | 12.00 | 540.00 |
| 0021 | 718-01-00100 | Fertilizer | 755 | LB | 1.45 | 1,094.75 | 1.00 | 755.00 |
| 0022 | 726-01-00100 | Bedding Material | 14.9 | CUYD | 218.06 | 3,249.09 | 100.00 | 1,490.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 29,306.92 | 29,306.92 | 40,000.00 | 40,000.00 |
| 0024 | 729-16-00200 | Object Marker Assembly (Type 2) | 6 | EACH | 145.37 | 872.22 | 100.00 | 600.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 104 | EACH | 11.63 | 1,209.52 | 7.00 | 728.00 |
| 0026 | 732-01-04080 | Plastic Pavement Striping (24" Width) (Preformed Retroreflective Thermoplastic) (Heat Applied) (125 mil) | 24 | LNFT | 18.90 | 453.60 | 12.00 | 288.00 |
| 0027 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.114 | MILE | 3,634.25 | 11,317.05 | 2,500.00 | 7,785.00 |
| 0028 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 1,017.59 | 2,035.18 | 750.00 | 1,500.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,762.03 | 2,762.03 | 1,000.00 | 1,000.00 |
| 0030 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 11.84 | CUYD | 1,453.70 | 17,211.81 | 1,000.00 | 11,840.00 |
| 0031 | 805-12-32000 | Reinforced Concrete Box Culverts (3' x 3') (Extension) | 10 | LNFT | 581.48 | 5,814.80 | 400.00 | 4,000.00 |
| 0032 | 805-12-32040 | Reinforced Concrete Box Culverts (5' x 3') (Extension) | 6 | LNFT | 581.48 | 3,488.88 | 500.00 | 3,000.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel | 889 | LB | 2.91 | 2,586.99 | 2.00 | 1,778.00 |
| 0034 | NS-200-00020 | Cleaning Existing Ditches | 780 | LNFT | 13.08 | 10,202.40 | 7.00 | 5,460.00 |
| 0035 | NS-201-00001 | Tree and Stump Removal (Under 36" - 36" Diameter) | 14 | EACH | 290.74 | 4,070.36 | 300.00 | 4,200.00 |
| 0036 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 7,584 | INLF | 0.52 | 3,943.68 | 0.40 | 3,033.60 |
| 0037 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 168 | INLF | 7.27 | 1,221.36 | 4.00 | 672.00 |
| CONTRACTOR TOTAL | 429,301.01 | 440,573.38 | ||||||