Bid Tabulations
Letting of
01/26/2011
LA DOTD Headquarters
| Lead Project: 713-35-0112 | |
| Parish: Natchitoches | |
| Routes: | |
| Description: KISATCHIE FALLS BRIDGE | |
| Type Const: GRADING, PORTLAND CEMENT CONCRETE PAVEMENT, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $534,121.45 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48925 | David V. Temple | $499,926.53 |
| 2 | 12135 | Blount Bros. Construction, Inc. | $563,057.10 |
| 3 | 12136 | Shiloh Contractors, Inc. | $569,530.60 |
| 4 | 18546 | C W & W Contractors, Inc. | $679,080.30 |
| 5 | 34567 | James Construction Group Llc | $688,167.30 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $752,046.05 |
| 7 | 09090 | Guinn Brothers, LLC. | $786,419.25 |
| 8 | 12312 | Gilchrist Construction Co. LLC | $813,853.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - David V. Temple |
- 2 - Blount Bros. Construction, Inc. |
- 3 - Shiloh Contractors, 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 | 7,500.00 | 7,500.00 | 20,000.00 | 20,000.00 | 14,500.00 | 14,500.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 3+000.;3.22M X 24.14M GIRDER BR) (W/ TIMBER DECK, STEEL WINGWALLS, PILES) | 1 | each | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 29,650.00 | 29,650.00 | 25,000.00 | 25,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | lump | 36,500.00 | 36,500.00 | 25,000.00 | 25,000.00 | 36,000.00 | 36,000.00 | 35,000.00 | 35,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 75 | each | 8.80 | 660.00 | 15.00 | 1,125.00 | 10.00 | 750.00 | 10.00 | 750.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | ln m | 175.00 | 7,000.00 | 15.00 | 600.00 | 1.00 | 40.00 | 33.00 | 1,320.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | each | 220.00 | 880.00 | 100.00 | 400.00 | 200.00 | 800.00 | 250.00 | 1,000.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 50 | ln m | 6.60 | 330.00 | 10.00 | 500.00 | 10.00 | 500.00 | 20.00 | 1,000.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 161.8 | cu m | 75.00 | 12,135.00 | 80.00 | 12,944.00 | 110.00 | 17,798.00 | 80.00 | 12,944.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 30.48 | ln m | 258.50 | 7,879.08 | 300.00 | 9,144.00 | 265.00 | 8,077.20 | 235.00 | 7,162.80 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 143.00 | 4,358.64 | 180.00 | 5,486.40 | 155.00 | 4,724.40 | 125.00 | 3,810.00 |
| 0011 | 711-01-05000 | Riprap (60 kg, 600 mm Thick) | 62 | sq m | 120.00 | 7,440.00 | 100.00 | 6,200.00 | 145.00 | 8,990.00 | 300.00 | 18,600.00 |
| 0012 | 711-04-00100 | Geotextile Fabric | 62 | sq m | 4.17 | 258.54 | 4.00 | 248.00 | 3.50 | 217.00 | 25.00 | 1,550.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 |
| 0014 | 716-01-00100 | Mulch (Vegetative) | 0.6 | Mg | 2,200.00 | 1,320.00 | 2,350.00 | 1,410.00 | 1,000.00 | 600.00 | 2,200.00 | 1,320.00 |
| 0015 | 717-01-00100 | Seeding | 7 | kg | 60.50 | 423.50 | 50.00 | 350.00 | 10.00 | 70.00 | 65.00 | 455.00 |
| 0016 | 718-01-00100 | Fertilizer | 155 | kg | 5.50 | 852.50 | 2.20 | 341.00 | 1.00 | 155.00 | 6.50 | 1,007.50 |
| 0017 | 727-01-00100 | Mobilization | 1 | lump | 50,000.00 | 50,000.00 | 55,000.00 | 55,000.00 | 92,000.00 | 92,000.00 | 60,000.00 | 60,000.00 |
| 0018 | 729-01-00100 | Sign (Type A) | 1.84 | sq m | 302.50 | 556.60 | 300.00 | 552.00 | 350.00 | 644.00 | 600.00 | 1,104.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | each | 77.00 | 616.00 | 100.00 | 800.00 | 80.00 | 640.00 | 100.00 | 800.00 |
| 0020 | 729-21-00100 | U-Channel Post | 2 | each | 1.10 | 2.20 | 100.00 | 200.00 | 50.00 | 100.00 | 500.00 | 1,000.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | lump | 8,500.00 | 8,500.00 | 12,000.00 | 12,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0022 | 804-01-00600 | Precast Concrete Piles (600 mm) | 222 | ln m | 361.98 | 80,359.56 | 490.00 | 108,780.00 | 540.00 | 119,880.00 | 785.00 | 174,270.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | each | 1,000.00 | 1,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0024 | 805-01-00700 | Class A Concrete (Bents) | 29.86 | cu m | 915.55 | 27,338.32 | 1,045.00 | 31,203.70 | 1,400.00 | 41,804.00 | 1,300.00 | 38,818.00 |
| 0025 | 805-03-00100 | Class AA Concrete | 65.1 | cu m | 915.55 | 59,602.31 | 1,305.00 | 84,955.50 | 1,300.00 | 84,630.00 | 1,050.00 | 68,355.00 |
| 0026 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 177.75 | ln m | 186.50 | 33,150.38 | 328.00 | 58,302.00 | 235.00 | 41,771.25 | 290.00 | 51,547.50 |
| 0027 | 806-01-00100 | Deformed Reinforcing Steel | 10,555 | kg | 3.86 | 40,742.30 | 3.30 | 34,831.50 | 1.45 | 15,304.75 | 4.50 | 47,497.50 |
| 0028 | 807-08-00100 | Structural Metalwork | 1 | lump | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 25,000.00 | 25,000.00 |
| 0029 | 810-01-00100 | Concrete Railing (Standard Barrier) | 72 | ln m | 213.20 | 15,350.40 | 393.00 | 28,296.00 | 195.00 | 14,040.00 | 330.00 | 23,760.00 |
| 0030 | 813-01-00100 | Concrete Approach Slabs | 91.2 | sq m | 588.50 | 53,671.20 | 240.00 | 21,888.00 | 245.00 | 22,344.00 | 340.00 | 31,008.00 |
| CONTRACTOR TOTAL | 499,926.53 | 563,057.10 | 569,530.60 | 679,080.30 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - James Construction Group Llc |
- 6 - Cecil D. Gassiott, LLC |
- 7 - Guinn Brothers, LLC. |
- 8 - Gilchrist Construction Co. LLC |
||||
| 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 | 12,000.00 | 12,000.00 | 26,000.00 | 26,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 3+000.;3.22M X 24.14M GIRDER BR) (W/ TIMBER DECK, STEEL WINGWALLS, PILES) | 1 | each | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | lump | 55,000.00 | 55,000.00 | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 | 120,000.00 | 120,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 75 | each | 21.00 | 1,575.00 | 10.00 | 750.00 | 10.00 | 750.00 | 19.00 | 1,425.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | ln m | 40.00 | 1,600.00 | 70.00 | 2,800.00 | 1.00 | 40.00 | 40.00 | 1,600.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | each | 170.00 | 680.00 | 200.00 | 800.00 | 100.00 | 400.00 | 350.00 | 1,400.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 50 | ln m | 12.00 | 600.00 | 7.50 | 375.00 | 10.00 | 500.00 | 13.00 | 650.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 161.8 | cu m | 160.00 | 25,888.00 | 120.00 | 19,416.00 | 135.00 | 21,843.00 | 100.00 | 16,180.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 30.48 | ln m | 186.00 | 5,669.28 | 200.00 | 6,096.00 | 210.00 | 6,400.80 | 215.00 | 6,553.20 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 30.48 | ln m | 99.00 | 3,017.52 | 100.00 | 3,048.00 | 115.00 | 3,505.20 | 115.00 | 3,505.20 |
| 0011 | 711-01-05000 | Riprap (60 kg, 600 mm Thick) | 62 | sq m | 285.00 | 17,670.00 | 175.00 | 10,850.00 | 350.00 | 21,700.00 | 125.00 | 7,750.00 |
| 0012 | 711-04-00100 | Geotextile Fabric | 62 | sq m | 50.00 | 3,100.00 | 5.00 | 310.00 | 10.00 | 620.00 | 9.00 | 558.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 6,000.00 | 6,000.00 | 5,600.00 | 5,600.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0014 | 716-01-00100 | Mulch (Vegetative) | 0.6 | Mg | 2,000.00 | 1,200.00 | 2,000.00 | 1,200.00 | 2,500.00 | 1,500.00 | 1,500.00 | 900.00 |
| 0015 | 717-01-00100 | Seeding | 7 | kg | 55.00 | 385.00 | 55.00 | 385.00 | 50.00 | 350.00 | 30.00 | 210.00 |
| 0016 | 718-01-00100 | Fertilizer | 155 | kg | 5.00 | 775.00 | 5.00 | 775.00 | 3.00 | 465.00 | 1.00 | 155.00 |
| 0017 | 727-01-00100 | Mobilization | 1 | lump | 65,000.00 | 65,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 80,000.00 | 80,000.00 |
| 0018 | 729-01-00100 | Sign (Type A) | 1.84 | sq m | 375.00 | 690.00 | 320.00 | 588.80 | 300.00 | 552.00 | 300.00 | 552.00 |
| 0019 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | each | 80.00 | 640.00 | 85.00 | 680.00 | 100.00 | 800.00 | 95.00 | 760.00 |
| 0020 | 729-21-00100 | U-Channel Post | 2 | each | 83.50 | 167.00 | 120.00 | 240.00 | 100.00 | 200.00 | 120.00 | 240.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | lump | 8,000.00 | 8,000.00 | 8,750.00 | 8,750.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 |
| 0022 | 804-01-00600 | Precast Concrete Piles (600 mm) | 222 | ln m | 850.00 | 188,700.00 | 600.00 | 133,200.00 | 590.00 | 130,980.00 | 685.00 | 152,070.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | each | 12,000.00 | 12,000.00 | 2,500.00 | 2,500.00 | 1.00 | 1.00 | 7,000.00 | 7,000.00 |
| 0024 | 805-01-00700 | Class A Concrete (Bents) | 29.86 | cu m | 1,700.00 | 50,762.00 | 2,100.00 | 62,706.00 | 1,875.00 | 55,987.50 | 2,100.00 | 62,706.00 |
| 0025 | 805-03-00100 | Class AA Concrete | 65.1 | cu m | 1,200.00 | 78,120.00 | 1,700.00 | 110,670.00 | 1,450.00 | 94,395.00 | 2,000.00 | 130,200.00 |
| 0026 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 177.75 | ln m | 300.00 | 53,325.00 | 275.00 | 48,881.25 | 380.00 | 67,545.00 | 200.00 | 35,550.00 |
| 0027 | 806-01-00100 | Deformed Reinforcing Steel | 10,555 | kg | 2.50 | 26,387.50 | 3.00 | 31,665.00 | 2.25 | 23,748.75 | 3.00 | 31,665.00 |
| 0028 | 807-08-00100 | Structural Metalwork | 1 | lump | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0029 | 810-01-00100 | Concrete Railing (Standard Barrier) | 72 | ln m | 190.00 | 13,680.00 | 585.00 | 42,120.00 | 195.00 | 14,040.00 | 320.00 | 23,040.00 |
| 0030 | 813-01-00100 | Concrete Approach Slabs | 91.2 | sq m | 280.00 | 25,536.00 | 325.00 | 29,640.00 | 330.00 | 30,096.00 | 320.00 | 29,184.00 |
| CONTRACTOR TOTAL | 688,167.30 | 752,046.05 | 786,419.25 | 813,853.40 | ||||||||