Bid Tabulations
Letting of
12/12/2012
LA DOTD Headquarters
| Lead Project: H.008225.6 | |
| Parish: Ouachita | |
| Routes: LA 3033 | |
| Description: LA 3033: LA 3033 DRAIN BRIDGE | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVING, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $1,725,411.68 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | Louisiana Bridge, Inc. | $1,292,161.89 |
| 2 | 34567 | James Construction Group LLC | $1,475,693.56 |
| 3 | 55519 | Key, LLC Of Mississippi | $1,540,498.21 |
| 4 | 35849 | T.L. Construction LLC | $1,572,836.49 |
| 5 | 23112 | Ben Allen, Inc. | $1,608,391.02 |
| 6 | 12312 | Gilchrist Construction Co. LLC | $1,641,943.51 |
| 7 | 39462 | Jb James Construction Llc | $1,917,697.46 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Louisiana Bridge, Inc. |
- 2 - James Construction Group LLC |
- 3 - Key, LLC Of Mississippi |
- 4 - T.L. Construction 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 | 35,000.00 | 35,000.00 | 30,000.00 | 30,000.00 | 28,000.00 | 28,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 104 | SQYD | 8.00 | 832.00 | 5.00 | 520.00 | 10.00 | 1,040.00 | 16.00 | 1,664.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 118+86.74, 39ft X 25ft, Timber Trestle Bridge | 1 | EACH | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 12,000.00 | 12,000.00 | 6,500.00 | 6,500.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 271 | LNFT | 5.00 | 1,355.00 | 4.00 | 1,084.00 | 4.00 | 1,084.00 | 4.50 | 1,219.50 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 8,489.24 | SQYD | 3.50 | 29,712.34 | 5.00 | 42,446.20 | 4.00 | 33,956.96 | 5.00 | 42,446.20 |
| 0007 | 203-01-00100 | General Excavation | 26,570 | CUYD | 3.50 | 92,995.00 | 2.60 | 69,082.00 | 4.00 | 106,280.00 | 5.00 | 132,850.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 305 | CUYD | 4.00 | 1,220.00 | 12.00 | 3,660.00 | 10.00 | 3,050.00 | 25.00 | 7,625.00 |
| 0009 | 203-03-00100 | Embankment | 14,232 | CUYD | 7.00 | 99,624.00 | 7.30 | 103,893.60 | 7.50 | 106,740.00 | 12.00 | 170,784.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 1.00 | 8.00 | 150.00 | 1,200.00 | 150.00 | 1,200.00 | 300.00 | 2,400.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 5,173 | LNFT | 3.00 | 15,519.00 | 2.00 | 10,346.00 | 2.45 | 12,673.85 | 2.00 | 10,346.00 |
| 0012 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,555.4 | SQYD | 24.00 | 157,329.60 | 22.00 | 144,218.80 | 22.00 | 144,218.80 | 22.00 | 144,218.80 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 387.9 | CUYD | 100.00 | 38,790.00 | 55.00 | 21,334.50 | 93.00 | 36,074.70 | 75.00 | 29,092.50 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 25.00 | 5,000.00 | 55.00 | 11,000.00 | 93.00 | 18,600.00 | 55.00 | 11,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,598 | TON | 110.00 | 175,780.00 | 108.00 | 172,584.00 | 112.00 | 178,976.00 | 118.00 | 188,564.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 291.8 | TON | 110.00 | 32,098.00 | 125.00 | 36,475.00 | 175.00 | 51,065.00 | 130.00 | 37,934.00 |
| 0017 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 56 | LNFT | 50.00 | 2,800.00 | 50.00 | 2,800.00 | 40.00 | 2,240.00 | 50.00 | 2,800.00 |
| 0018 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 80 | LNFT | 57.00 | 4,560.00 | 60.00 | 4,800.00 | 49.00 | 3,920.00 | 55.00 | 4,400.00 |
| 0019 | 702-08-00100 | Side Drain Safety End (Type I) | 2 | EACH | 2,400.00 | 4,800.00 | 600.00 | 1,200.00 | 2,000.00 | 4,000.00 | 3,000.00 | 6,000.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 537.5 | LNFT | 20.00 | 10,750.00 | 20.00 | 10,750.00 | 18.50 | 9,943.75 | 21.00 | 11,287.50 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 63.00 | 6,300.00 | 63.00 | 6,300.00 | 85.00 | 8,500.00 | 95.00 | 9,500.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,100.00 | 8,400.00 | 2,000.00 | 8,000.00 | 2,200.00 | 8,800.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 2,350.58 | LNFT | 7.50 | 17,629.35 | 7.00 | 16,454.06 | 7.50 | 17,629.35 | 5.50 | 12,928.19 |
| 0024 | 705-04-00100 | Single Swinging Driveway Gates | 3 | EACH | 825.00 | 2,475.00 | 500.00 | 1,500.00 | 825.00 | 2,475.00 | 925.00 | 2,775.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 14 | EACH | 190.00 | 2,660.00 | 180.00 | 2,520.00 | 250.00 | 3,500.00 | 165.00 | 2,310.00 |
| 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 800 | SQYD | 53.00 | 42,400.00 | 55.00 | 44,000.00 | 60.00 | 48,000.00 | 55.00 | 44,000.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 800 | SQYD | 3.00 | 2,400.00 | 3.00 | 2,400.00 | 3.00 | 2,400.00 | 1.40 | 1,120.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 14,000.00 | 14,000.00 | 7,000.00 | 7,000.00 | 11,000.00 | 11,000.00 | 25,000.00 | 25,000.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 68,058.00 | 68,058.00 | 143,000.00 | 143,000.00 | 147,000.00 | 147,000.00 | 65,000.00 | 65,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 85.00 | 340.00 | 70.00 | 280.00 | 80.00 | 320.00 |
| 0031 | 739-01-00100 | Hydro-Seeding | 5.87 | ACRE | 2,300.00 | 13,501.00 | 1,000.00 | 5,870.00 | 1,500.00 | 8,805.00 | 5,500.00 | 32,285.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 18,000.00 | 18,000.00 | 14,000.00 | 14,000.00 | 38,000.00 | 38,000.00 | 10,000.00 | 10,000.00 |
| 0033 | 741-01-01120 | Water Main (10" PVC) | 230 | LNFT | 12.00 | 2,760.00 | 50.00 | 11,500.00 | 60.00 | 13,800.00 | 25.00 | 5,750.00 |
| 0034 | 804-01-00300 | Precast Concrete Piles (16") | 1,820 | LNFT | 57.00 | 103,740.00 | 100.00 | 182,000.00 | 65.00 | 118,300.00 | 84.00 | 152,880.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 500.00 | 500.00 | 10,000.00 | 10,000.00 | 1.00 | 1.00 |
| 0036 | 805-01-00700 | Class A Concrete (Bents) | 42.38 | CUYD | 650.00 | 27,547.00 | 1,100.00 | 46,618.00 | 1,050.00 | 44,499.00 | 1,050.00 | 44,499.00 |
| 0037 | 805-04-00100 | Class AA(M) Concrete | 170.46 | CUYD | 550.00 | 93,753.00 | 800.00 | 136,368.00 | 650.00 | 110,799.00 | 900.00 | 153,414.00 |
| 0038 | 806-01-00100 | Deformed Reinforcing Steel | 42,484 | LB | 1.00 | 42,484.00 | 1.00 | 42,484.00 | 1.20 | 50,980.80 | 1.20 | 50,980.80 |
| 0039 | 810-01-00100 | Concrete Railing (Standard Barrier) | 240 | LNFT | 62.00 | 14,880.00 | 65.00 | 15,600.00 | 70.00 | 16,800.00 | 85.00 | 20,400.00 |
| 0040 | 813-01-00100 | Concrete Approach Slabs | 293.32 | SQYD | 205.00 | 60,130.60 | 220.00 | 64,530.40 | 225.00 | 65,997.00 | 225.00 | 65,997.00 |
| 0041 | 304-05-00100 | Lime Treatment (Type E) | 92.9 | TON | 300.00 | 27,870.00 | 350.00 | 32,515.00 | 300.00 | 27,870.00 | 150.00 | 13,935.00 |
| 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | 14 | EACH | 190.00 | 2,660.00 | 100.00 | 1,400.00 | 200.00 | 2,800.00 | 165.00 | 2,310.00 |
| 0043 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 2,000.00 | 2,000.00 | 12,000.00 | 12,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 1,292,161.89 | 1,475,693.56 | 1,540,498.21 | 1,572,836.49 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Ben Allen, Inc. |
- 6 - Gilchrist Construction Co. LLC |
- 7 - Jb James Construction Llc |
|||
| 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 | 45,000.00 | 45,000.00 | 210,000.00 | 210,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 7,000.00 | 7,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 104 | SQYD | 10.00 | 1,040.00 | 4.00 | 416.00 | 15.00 | 1,560.00 |
| 0004 | 202-02-04000 | Removal of Bridge Sta. 118+86.74, 39ft X 25ft, Timber Trestle Bridge | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 24,200.00 | 24,200.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 271 | LNFT | 5.00 | 1,355.00 | 8.00 | 2,168.00 | 5.00 | 1,355.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 8,489.24 | SQYD | 4.00 | 33,956.96 | 4.70 | 39,899.43 | 5.00 | 42,446.20 |
| 0007 | 203-01-00100 | General Excavation | 26,570 | CUYD | 4.30 | 114,251.00 | 5.50 | 146,135.00 | 5.00 | 132,850.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 305 | CUYD | 5.00 | 1,525.00 | 15.00 | 4,575.00 | 12.00 | 3,660.00 |
| 0009 | 203-03-00100 | Embankment | 14,232 | CUYD | 7.20 | 102,470.40 | 12.00 | 170,784.00 | 14.50 | 206,364.00 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 100.00 | 800.00 | 185.00 | 1,480.00 | 100.00 | 800.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 5,173 | LNFT | 3.75 | 19,398.75 | 1.50 | 7,759.50 | 2.50 | 12,932.50 |
| 0012 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,555.4 | SQYD | 27.75 | 181,912.35 | 22.00 | 144,218.80 | 20.00 | 131,108.00 |
| 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 387.9 | CUYD | 95.00 | 36,850.50 | 45.00 | 17,455.50 | 85.00 | 32,971.50 |
| 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 200 | CUYD | 50.00 | 10,000.00 | 45.00 | 9,000.00 | 75.00 | 15,000.00 |
| 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,598 | TON | 123.00 | 196,554.00 | 105.00 | 167,790.00 | 125.00 | 199,750.00 |
| 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 291.8 | TON | 150.00 | 43,770.00 | 185.00 | 53,983.00 | 130.00 | 37,934.00 |
| 0017 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 56 | LNFT | 60.00 | 3,360.00 | 40.00 | 2,240.00 | 30.00 | 1,680.00 |
| 0018 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 80 | LNFT | 80.00 | 6,400.00 | 50.00 | 4,000.00 | 56.00 | 4,480.00 |
| 0019 | 702-08-00100 | Side Drain Safety End (Type I) | 2 | EACH | 2,000.00 | 4,000.00 | 3,500.00 | 7,000.00 | 1,250.00 | 2,500.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 537.5 | LNFT | 21.00 | 11,287.50 | 22.00 | 11,825.00 | 20.00 | 10,750.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 85.00 | 8,500.00 | 74.00 | 7,400.00 | 63.00 | 6,300.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 |
| 0023 | 705-01-00100 | Barbed Wire Fence | 2,350.58 | LNFT | 12.00 | 28,206.96 | 8.00 | 18,804.64 | 7.00 | 16,454.06 |
| 0024 | 705-04-00100 | Single Swinging Driveway Gates | 3 | EACH | 900.00 | 2,700.00 | 550.00 | 1,650.00 | 500.00 | 1,500.00 |
| 0025 | 708-01-00100 | Right-of-Way Monument | 14 | EACH | 200.00 | 2,800.00 | 230.00 | 3,220.00 | 135.00 | 1,890.00 |
| 0026 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 800 | SQYD | 70.00 | 56,000.00 | 65.00 | 52,000.00 | 60.00 | 48,000.00 |
| 0027 | 711-04-00100 | Geotextile Fabric | 800 | SQYD | 3.00 | 2,400.00 | 1.80 | 1,440.00 | 2.00 | 1,600.00 |
| 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 |
| 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 140,000.00 | 140,000.00 | 160,000.00 | 160,000.00 | 190,000.00 | 190,000.00 |
| 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 100.00 | 400.00 | 85.00 | 340.00 |
| 0031 | 739-01-00100 | Hydro-Seeding | 5.87 | ACRE | 1,650.00 | 9,685.50 | 1,100.00 | 6,457.00 | 1,000.00 | 5,870.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 50,000.00 | 50,000.00 |
| 0033 | 741-01-01120 | Water Main (10" PVC) | 230 | LNFT | 50.00 | 11,500.00 | 85.00 | 19,550.00 | 65.00 | 14,950.00 |
| 0034 | 804-01-00300 | Precast Concrete Piles (16") | 1,820 | LNFT | 55.00 | 100,100.00 | 60.00 | 109,200.00 | 60.00 | 109,200.00 |
| 0035 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 0.00 | 0.00 | 5,000.00 | 5,000.00 | 100.00 | 100.00 |
| 0036 | 805-01-00700 | Class A Concrete (Bents) | 42.38 | CUYD | 700.00 | 29,666.00 | 1,000.00 | 42,380.00 | 1,200.00 | 50,856.00 |
| 0037 | 805-04-00100 | Class AA(M) Concrete | 170.46 | CUYD | 675.00 | 115,060.50 | 700.00 | 119,322.00 | 650.00 | 110,799.00 |
| 0038 | 806-01-00100 | Deformed Reinforcing Steel | 42,484 | LB | 0.70 | 29,738.80 | 0.90 | 38,235.60 | 1.00 | 42,484.00 |
| 0039 | 810-01-00100 | Concrete Railing (Standard Barrier) | 240 | LNFT | 85.00 | 20,400.00 | 75.00 | 18,000.00 | 63.00 | 15,120.00 |
| 0040 | 813-01-00100 | Concrete Approach Slabs | 293.32 | SQYD | 240.00 | 70,396.80 | 240.00 | 70,396.80 | 210.00 | 61,597.20 |
| 0041 | 304-05-00100 | Lime Treatment (Type E) | 92.9 | TON | 650.00 | 60,385.00 | 350.00 | 32,515.00 | 140.00 | 13,006.00 |
| 0042 | 708-02-00100 | Right-of-Way Monument Witness Post | 14 | EACH | 200.00 | 2,800.00 | 231.66 | 3,243.24 | 135.00 | 1,890.00 |
| 0043 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| CONTRACTOR TOTAL | 1,608,391.02 | 1,641,943.51 | 1,917,697.46 | |||||||