Bid Tabulations
Letting of
01/27/2010
LA DOTD Headquarters
| Lead Project: 713-37-0123 | |
| Parish: Ouachita | |
| Routes: | |
| Description: RICHARDSON ROAD BRIDGE OVER DRAIN TO BAYOU CHOUDRANT I | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $581,720.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 36936 | Dirtworks Inc Of Vicksburg | $390,918.50 |
| 2 | 14788 | Louisiana Bridge, Inc. | $394,709.00 |
| 3 | 32563 | The Mabry Company, Inc. | $420,311.50 |
| 4 | 18546 | C W & W Contractors, Inc. | $422,625.00 |
| 5 | 44289 | Jeff Mercer LLC | $431,637.00 |
| 6 | 15099 | Amethyst Construction, Inc. | $436,400.65 |
| 7 | 49239 | W L Bass Construction Inc. | $464,525.10 |
| 8 | 49864 | Terral Construction L.L.C. | $481,918.32 |
| 9 | 39580 | Gerace Construction Llc | $532,739.80 |
| 10 | 50078 | Fenton Excavating & Const. Inc. | $545,671.60 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Dirtworks Inc Of Vicksburg |
- 2 - Louisiana Bridge, Inc. |
- 3 - The Mabry Company, Inc. |
- 4 - C W & W Contractors, Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 35,000.00 | 35,000.00 | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 8,000.00 | 8,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA100+00; 18.95'X30.50' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 2,550.00 | 2,550.00 | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 425.2 | SQYD | 10.00 | 4,252.00 | 5.00 | 2,126.00 | 4.00 | 1,700.80 | 5.00 | 2,126.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 53,300.00 | 53,300.00 | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 15.00 | 300.00 | 1.00 | 20.00 | 12.00 | 240.00 | 10.00 | 200.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 200.00 | 1,600.00 | 1.00 | 8.00 | 100.00 | 800.00 | 125.00 | 1,000.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 450 | LNFT | 3.00 | 1,350.00 | 3.00 | 1,350.00 | 3.00 | 1,350.00 | 3.00 | 1,350.00 |
| 0009 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) (Stone or RPCC with Class D fabric or Asphaltic Concrete) | 141.4 | CUYD | 100.00 | 14,140.00 | 100.00 | 14,140.00 | 85.00 | 12,019.00 | 100.00 | 14,140.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 17 | CUYD | 125.00 | 2,125.00 | 120.00 | 2,040.00 | 75.00 | 1,275.00 | 100.00 | 1,700.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 109.3 | TON | 250.00 | 27,325.00 | 250.00 | 27,325.00 | 275.00 | 30,057.50 | 225.00 | 24,592.50 |
| 0012 | 705-01-00100 | Barbed Wire Fence | 156 | LNFT | 15.00 | 2,340.00 | 27.00 | 4,212.00 | 20.00 | 3,120.00 | 15.00 | 2,340.00 |
| 0013 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 28 | SQYD | 80.00 | 2,240.00 | 75.00 | 2,100.00 | 100.00 | 2,800.00 | 100.00 | 2,800.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 28 | SQYD | 2.50 | 70.00 | 3.00 | 84.00 | 3.00 | 84.00 | 3.00 | 84.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 8,000.00 | 8,000.00 | 15,000.00 | 15,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 5,000.00 | 2,000.00 | 3,000.00 | 1,200.00 | 2,500.00 | 1,000.00 | 3,000.00 | 1,200.00 |
| 0017 | 717-01-00100 | Seeding | 9 | LB | 100.00 | 900.00 | 65.00 | 585.00 | 25.00 | 225.00 | 50.00 | 450.00 |
| 0018 | 718-01-00100 | Fertilizer | 212 | LB | 5.00 | 1,060.00 | 5.00 | 1,060.00 | 2.00 | 424.00 | 3.00 | 636.00 |
| 0019 | 726-01-00100 | Bedding Material | 186.7 | CUYD | 125.00 | 23,337.50 | 100.00 | 18,670.00 | 100.00 | 18,670.00 | 125.00 | 23,337.50 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 10,000.00 | 10,000.00 | 27,000.00 | 27,000.00 | 52,000.00 | 52,000.00 | 30,000.00 | 30,000.00 |
| 0021 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 100.00 | 800.00 | 75.00 | 600.00 | 100.00 | 800.00 | 100.00 | 800.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 3,500.00 | 3,500.00 | 11,500.00 | 11,500.00 | 10,000.00 | 10,000.00 |
| 0023 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 81.19 | CUYD | 1,100.00 | 89,309.00 | 1,100.00 | 89,309.00 | 980.00 | 79,566.20 | 1,100.00 | 89,309.00 |
| 0024 | 805-12-23000 | Reinforced Concrete Box Culverts (7' x 7') (Precast) | 120 | LNFT | 475.00 | 57,000.00 | 455.00 | 54,600.00 | 590.00 | 70,800.00 | 590.00 | 70,800.00 |
| 0025 | 805-12-24000 | Reinforced Concrete Box Culverts (8' x 8') (Precast) | 126 | LNFT | 525.00 | 66,150.00 | 510.00 | 64,260.00 | 760.00 | 95,760.00 | 640.00 | 80,640.00 |
| 0026 | 806-01-00100 | Deformed Reinforcing Steel | 6,060 | LB | 2.00 | 12,120.00 | 2.00 | 12,120.00 | 2.00 | 12,120.00 | 2.00 | 12,120.00 |
| 0027 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 | 2,550.00 | 2,550.00 | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 |
| CONTRACTOR TOTAL | 390,918.50 | 394,709.00 | 420,311.50 | 422,625.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jeff Mercer LLC |
- 6 - Amethyst Construction, Inc. |
- 7 - W L Bass Construction Inc. |
- 8 - Terral Construction L.L.C. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 | 10,400.00 | 10,400.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA100+00; 18.95'X30.50' TIMBER BRIDGE) | 1 | EACH | 3,800.00 | 3,800.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 425.2 | SQYD | 10.00 | 4,252.00 | 12.00 | 5,102.40 | 13.00 | 5,527.60 | 16.12 | 6,854.22 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 40,000.00 | 40,000.00 | 20,000.00 | 20,000.00 | 30,500.00 | 30,500.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 12.00 | 240.00 | 15.00 | 300.00 | 1.00 | 20.00 | 10.00 | 200.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 250.00 | 2,000.00 | 200.00 | 1,600.00 | 1.00 | 8.00 | 100.00 | 800.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 450 | LNFT | 3.00 | 1,350.00 | 5.00 | 2,250.00 | 1.00 | 450.00 | 2.00 | 900.00 |
| 0009 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) (Stone or RPCC with Class D fabric or Asphaltic Concrete) | 141.4 | CUYD | 155.00 | 21,917.00 | 120.00 | 16,968.00 | 125.00 | 17,675.00 | 138.00 | 19,513.20 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 17 | CUYD | 125.00 | 2,125.00 | 160.00 | 2,720.00 | 125.00 | 2,125.00 | 279.00 | 4,743.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 109.3 | TON | 125.00 | 13,662.50 | 350.00 | 38,255.00 | 325.00 | 35,522.50 | 450.00 | 49,185.00 |
| 0012 | 705-01-00100 | Barbed Wire Fence | 156 | LNFT | 5.00 | 780.00 | 15.00 | 2,340.00 | 10.00 | 1,560.00 | 8.00 | 1,248.00 |
| 0013 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 28 | SQYD | 325.00 | 9,100.00 | 100.00 | 2,800.00 | 100.00 | 2,800.00 | 150.00 | 4,200.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 28 | SQYD | 50.00 | 1,400.00 | 2.50 | 70.00 | 2.00 | 56.00 | 20.00 | 560.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,500.00 | 7,500.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 1,050.00 | 420.00 | 5,000.00 | 2,000.00 | 3,000.00 | 1,200.00 | 1,875.00 | 750.00 |
| 0017 | 717-01-00100 | Seeding | 9 | LB | 15.00 | 135.00 | 100.00 | 900.00 | 20.00 | 180.00 | 14.00 | 126.00 |
| 0018 | 718-01-00100 | Fertilizer | 212 | LB | 2.00 | 424.00 | 5.00 | 1,060.00 | 5.00 | 1,060.00 | 1.20 | 254.40 |
| 0019 | 726-01-00100 | Bedding Material | 186.7 | CUYD | 140.00 | 26,138.00 | 80.00 | 14,936.00 | 100.00 | 18,670.00 | 165.00 | 30,805.50 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 8,000.00 | 8,000.00 | 87,000.00 | 87,000.00 | 25,000.00 | 25,000.00 |
| 0021 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 95.00 | 760.00 | 90.00 | 720.00 | 80.00 | 640.00 | 100.00 | 800.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 11,500.00 | 11,500.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0023 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 81.19 | CUYD | 1,150.00 | 93,368.50 | 1,075.00 | 87,279.25 | 900.00 | 73,071.00 | 1,000.00 | 81,190.00 |
| 0024 | 805-12-23000 | Reinforced Concrete Box Culverts (7' x 7') (Precast) | 120 | LNFT | 550.00 | 66,000.00 | 610.00 | 73,200.00 | 600.00 | 72,000.00 | 667.00 | 80,040.00 |
| 0025 | 805-12-24000 | Reinforced Concrete Box Culverts (8' x 8') (Precast) | 126 | LNFT | 610.00 | 76,860.00 | 685.00 | 86,310.00 | 620.00 | 78,120.00 | 712.00 | 89,712.00 |
| 0026 | 806-01-00100 | Deformed Reinforcing Steel | 6,060 | LB | 1.75 | 10,605.00 | 1.50 | 9,090.00 | 1.50 | 9,090.00 | 1.45 | 8,787.00 |
| 0027 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,800.00 | 3,800.00 | 1,000.00 | 1,000.00 | 250.00 | 250.00 | 8,850.00 | 8,850.00 |
| CONTRACTOR TOTAL | 431,637.00 | 436,400.65 | 464,525.10 | 481,918.32 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Gerace Construction Llc |
- 10 - Fenton Excavating & Const. Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 12,500.00 | 12,500.00 | 6,100.00 | 6,100.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA100+00; 18.95'X30.50' TIMBER BRIDGE) | 1 | EACH | 3,500.00 | 3,500.00 | 4,650.00 | 4,650.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 425.2 | SQYD | 9.00 | 3,826.80 | 23.00 | 9,779.60 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 32,500.00 | 32,500.00 | 26,000.00 | 26,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 20 | EACH | 50.00 | 1,000.00 | 23.00 | 460.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 125.00 | 1,000.00 | 175.00 | 1,400.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 450 | LNFT | 2.50 | 1,125.00 | 3.50 | 1,575.00 |
| 0009 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) (Stone or RPCC with Class D fabric or Asphaltic Concrete) | 141.4 | CUYD | 150.00 | 21,210.00 | 84.00 | 11,877.60 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 17 | CUYD | 150.00 | 2,550.00 | 90.00 | 1,530.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 109.3 | TON | 250.00 | 27,325.00 | 370.00 | 40,441.00 |
| 0012 | 705-01-00100 | Barbed Wire Fence | 156 | LNFT | 15.00 | 2,340.00 | 26.50 | 4,134.00 |
| 0013 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 28 | SQYD | 75.00 | 2,100.00 | 71.00 | 1,988.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 28 | SQYD | 5.00 | 140.00 | 3.50 | 98.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,000.00 | 11,000.00 | 9,500.00 | 9,500.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 5,000.00 | 2,000.00 | 3,300.00 | 1,320.00 |
| 0017 | 717-01-00100 | Seeding | 9 | LB | 100.00 | 900.00 | 35.00 | 315.00 |
| 0018 | 718-01-00100 | Fertilizer | 212 | LB | 5.00 | 1,060.00 | 2.30 | 487.60 |
| 0019 | 726-01-00100 | Bedding Material | 186.7 | CUYD | 115.00 | 21,470.50 | 92.00 | 17,176.40 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 55,000.00 | 55,000.00 | 81,000.00 | 81,000.00 |
| 0021 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 100.00 | 800.00 | 200.00 | 1,600.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 |
| 0023 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 81.19 | CUYD | 1,250.00 | 101,487.50 | 660.00 | 53,585.40 |
| 0024 | 805-12-23000 | Reinforced Concrete Box Culverts (7' x 7') (Precast) | 120 | LNFT | 700.00 | 84,000.00 | 928.00 | 111,360.00 |
| 0025 | 805-12-24000 | Reinforced Concrete Box Culverts (8' x 8') (Precast) | 126 | LNFT | 800.00 | 100,800.00 | 1,011.00 | 127,386.00 |
| 0026 | 806-01-00100 | Deformed Reinforcing Steel | 6,060 | LB | 1.75 | 10,605.00 | 1.80 | 10,908.00 |
| 0027 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 12,500.00 | 12,500.00 | 3,000.00 | 3,000.00 |
| CONTRACTOR TOTAL | 532,739.80 | 545,671.60 | ||||||