Bid Tabulations
Letting of
06/29/2011
LA DOTD Headquarters
| Lead Project: 001-08-0042 | |
| Parish: Lincoln | |
| Routes: U.S. 80 & U.S.167 | |
| Description: Turn Lane U.S. 80 @ U.S. 167 | |
| Type Const: Clearing & Grubbing, Removal of Existing Concrete Structures, Portland Concrete Roadway, Walks and Drives, Drainage Structures, Pavement Markings & Related Work | |
| Estimated Construction Cost: $279,430.78 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48462 | Fessler And Bowman, Inc. | $211,911.57 |
| 2 | 15099 | Amethyst Construction, Inc. | $240,016.88 |
| 3 | 32563 | The Mabry Company Llc | $298,876.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Fessler And Bowman, Inc. |
- 2 - Amethyst Construction, Inc. |
- 3 - The Mabry Company Llc |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 8,690.90 | 8,690.90 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,933.61 | 2,933.61 | 2,000.00 | 2,000.00 | 3,500.00 | 3,500.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 36 | SQYD | 8.63 | 310.68 | 10.00 | 360.00 | 10.00 | 360.00 |
| 0004 | 202-02-02020 | Removal of Asphalt Pavement | 166.1 | SQYD | 8.62 | 1,431.78 | 10.00 | 1,661.00 | 10.00 | 1,661.00 |
| 0005 | 202-02-06060 | Removal of Concrete Catch Basin | 1 | EACH | 284.35 | 284.35 | 300.00 | 300.00 | 2,800.00 | 2,800.00 |
| 0006 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 460.5 | LNFT | 4.66 | 2,145.93 | 5.00 | 2,302.50 | 10.00 | 4,605.00 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 206 | SQYD | 4.54 | 935.24 | 8.00 | 1,648.00 | 18.00 | 3,708.00 |
| 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 166 | SQYD | 9.52 | 1,580.32 | 12.00 | 1,992.00 | 25.00 | 4,150.00 |
| 0009 | 202-02-46000 | Removal of Walls | 52 | SQFT | 2.47 | 128.44 | 14.00 | 728.00 | 12.00 | 624.00 |
| 0010 | 202-03-38000 | Relocation of Sign ALL SIGNS ARE TO BE REMOVED AND RELOCATED AFTER CONSTRUCTION | 5 | EACH | 242.07 | 1,210.35 | 100.00 | 500.00 | 300.00 | 1,500.00 |
| 0011 | 202-03-38020 | Relocation of Sign Pole ALL SIGN POLES ARE TO BE REMOVED AND RELOCATED AFTER CONSTRUCTION | 14 | EACH | 121.04 | 1,694.56 | 100.00 | 1,400.00 | 100.00 | 1,400.00 |
| 0012 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,190.72 | 10,190.72 | 9,000.00 | 9,000.00 | 5,000.00 | 5,000.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 27 | EACH | 21.18 | 571.86 | 14.00 | 378.00 | 25.00 | 675.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 480 | LNFT | 2.12 | 1,017.60 | 1.75 | 840.00 | 3.00 | 1,440.00 |
| 0015 | 304-01-00100 | Lime | 14.66 | TON | 242.07 | 3,548.75 | 188.00 | 2,756.08 | 300.00 | 4,398.00 |
| 0016 | 304-04-00100 | Lime Treatment (Type D) (6" Thick) | 733 | SQYD | 4.24 | 3,107.92 | 5.50 | 4,031.50 | 10.00 | 7,330.00 |
| 0017 | 601-01-01400 | Portland Cement Concrete Pavement (14 1/2" Thick) | 732.7 | SQYD | 93.00 | 68,141.10 | 94.00 | 68,873.80 | 125.00 | 91,587.50 |
| 0018 | 701-03-01000 | Storm Drain Pipe (15" RCP/PP) | 51 | LNFT | 47.54 | 2,424.54 | 50.00 | 2,550.00 | 55.00 | 2,805.00 |
| 0019 | 701-04-01000 | Storm Drain Pipe Arch (15" Equiv. RCPA) | 166 | LNFT | 37.94 | 6,298.04 | 64.00 | 10,624.00 | 75.00 | 12,450.00 |
| 0020 | 702-03-00500 | Catch Basins (CB-06) | 4 | EACH | 3,477.40 | 13,909.60 | 4,800.00 | 19,200.00 | 2,600.00 | 10,400.00 |
| 0021 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 1,549.65 | 1,549.65 | 3,400.00 | 3,400.00 | 1,500.00 | 1,500.00 |
| 0022 | 706-01-00100 | Concrete Walk (4" Thick) | 117.7 | SQYD | 44.42 | 5,228.23 | 68.00 | 8,003.60 | 40.00 | 4,708.00 |
| 0023 | 706-02-00100 | Concrete Drive (4" Thick) | 67.7 | SQYD | 66.61 | 4,509.50 | 68.00 | 4,603.60 | 40.00 | 2,708.00 |
| 0024 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 42.5 | SQYD | 118.08 | 5,018.40 | 68.00 | 2,890.00 | 55.00 | 2,337.50 |
| 0025 | 706-04-00100 | Handicapped Curb Ramps | 4 | EACH | 1,186.15 | 4,744.60 | 1,000.00 | 4,000.00 | 1,000.00 | 4,000.00 |
| 0026 | 707-01-00200 | Concrete Curb (Barrier) | 422.3 | LNFT | 15.73 | 6,642.78 | 10.00 | 4,223.00 | 12.00 | 5,067.60 |
| 0027 | 708-01-00100 | Right-of-Way Monument | 4 | EACH | 302.59 | 1,210.36 | 400.00 | 1,600.00 | 500.00 | 2,000.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,256.62 | 3,256.62 | 8,000.00 | 8,000.00 | 5,000.00 | 5,000.00 |
| 0029 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 500 | LNFT | 0.53 | 265.00 | 0.50 | 250.00 | 2.00 | 1,000.00 |
| 0030 | 714-01-00700 | Slab Sodding (Centipede) | 3,998 | SQYD | 5.30 | 21,189.40 | 4.00 | 15,992.00 | 7.50 | 29,985.00 |
| 0031 | 718-01-00100 | Fertilizer | 92 | LB | 15.89 | 1,461.88 | 1.00 | 92.00 | 2.00 | 184.00 |
| 0032 | 726-01-00100 | Bedding Material | 21.5 | CUYD | 63.54 | 1,366.11 | 68.00 | 1,462.00 | 100.00 | 2,150.00 |
| 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 12,103.57 | 12,103.57 | 12,000.00 | 12,000.00 | 40,000.00 | 40,000.00 |
| 0034 | 729-01-00100 | Sign (Type A) | 5 | SQFT | 60.52 | 302.60 | 65.00 | 325.00 | 100.00 | 500.00 |
| 0035 | 729-08-00100 | Mounting (2 1/2" Size Post) | 1 | EACH | 302.59 | 302.59 | 1,200.00 | 1,200.00 | 200.00 | 200.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 80 | EACH | 15.89 | 1,271.20 | 15.00 | 1,200.00 | 20.00 | 1,600.00 |
| 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.087 | MILE | 3,177.19 | 276.42 | 3,000.00 | 261.00 | 3,500.00 | 304.50 |
| 0038 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.089 | MILE | 10,590.62 | 942.57 | 10,000.00 | 890.00 | 12,000.00 | 1,068.00 |
| 0039 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (24" Width) (Thermoplastic 90 mil) | 0.01 | MILE | 37,067.17 | 370.67 | 35,000.00 | 350.00 | 38,000.00 | 380.00 |
| 0040 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 2 | EACH | 556.01 | 1,112.02 | 525.00 | 1,050.00 | 600.00 | 1,200.00 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,488.74 | 1,488.74 | 13,000.00 | 13,000.00 | 8,500.00 | 8,500.00 |
| 0042 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 102 | INLF | 0.79 | 80.58 | 1.40 | 142.80 | 1.50 | 153.00 |
| 0043 | NS-500-00360 | Saw Cutting Asphaltic Concrete Pavement Over Portland Cement Concrete Composite Pavement | 6,958 | INLF | 0.79 | 5,496.82 | 1.50 | 10,437.00 | 1.50 | 10,437.00 |
| 0044 | NS-713-00001 | Dynamic Message Sign Unit | 1 | EACH | 1,164.97 | 1,164.97 | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 |
| CONTRACTOR TOTAL | 211,911.57 | 240,016.88 | 298,876.10 | |||||||