Bid Tabulations
Letting of
02/24/2010
LA DOTD Headquarters
| Lead Project: 713-59-0220 | |
| Parish: Washington | |
| Routes: | |
| Description: DOLLAR ROAD BRIDGE OVER PUSHEPATAPA CREEK | |
| Type Const: CLEARING & GRUBBING, GRADING, DRAINAGE STRUCTURE, SUPERPAVE ACP, CONCRETE GIRDER SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $3,204,860.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14422 | T. L. Wallace Construction, Inc. | $1,674,297.69 |
| 2 | 39462 | JB James Construction LLC | $2,075,891.40 |
| 3 | 00755 | L & A Contracting Co. | $2,103,354.79 |
| 4 | 09476 | Key Constructors, Inc. | $2,229,731.30 |
| 5 | 34567 | James Construction Group LLC | $2,291,517.50 |
| 6 | 07779 | Rosiek Construction Co Inc | $2,793,253.60 |
| 7 | 02179 | Boh Bros. Construction Co., LLC. | $3,283,336.20 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - T. L. Wallace Construction, Inc. |
- 2 - JB James Construction LLC |
- 3 - L & A Contracting Co. |
- 4 - Key Constructors, 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 | 155,100.00 | 155,100.00 | 200,000.00 | 200,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,300.00 | 3,300.00 | 10,000.00 | 10,000.00 | 4,200.00 | 4,200.00 | 3,300.00 | 3,300.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 17+70; 19.7' X547.0' TIMBER BRIDGE) | 1 | EACH | 28,000.00 | 28,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 56,000.00 | 56,000.00 | 140,000.00 | 140,000.00 | 78,400.00 | 78,400.00 | 56,000.00 | 56,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 11 | EACH | 25.00 | 275.00 | 11.00 | 121.00 | 28.41 | 312.51 | 20.00 | 220.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 150 | LNFT | 30.00 | 4,500.00 | 25.00 | 3,750.00 | 106.40 | 15,960.00 | 15.00 | 2,250.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 5 | EACH | 125.00 | 625.00 | 140.00 | 700.00 | 273.14 | 1,365.70 | 135.00 | 675.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,315 | LNFT | 1.75 | 2,301.25 | 2.00 | 2,630.00 | 10.00 | 13,150.00 | 5.00 | 6,575.00 |
| 0009 | 302-01-00100 | Class II Base Course | 346.8 | CUYD | 92.00 | 31,905.60 | 130.00 | 45,084.00 | 129.00 | 44,737.20 | 92.00 | 31,905.60 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 29 | CUYD | 108.00 | 3,132.00 | 100.00 | 2,900.00 | 141.00 | 4,089.00 | 108.00 | 3,132.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 90.00 | 1,800.00 | 100.00 | 2,000.00 | 153.00 | 3,060.00 | 90.00 | 1,800.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 289.3 | TON | 160.00 | 46,288.00 | 160.00 | 46,288.00 | 224.00 | 64,803.20 | 130.00 | 37,609.00 |
| 0013 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 130 | LNFT | 49.00 | 6,370.00 | 75.00 | 9,750.00 | 68.60 | 8,918.00 | 49.00 | 6,370.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 60.00 | 6,000.00 | 84.00 | 8,400.00 | 60.00 | 6,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 30.00 | 3,000.00 | 30.00 | 3,000.00 | 42.00 | 4,200.00 | 30.00 | 3,000.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 150 | LNFT | 10.00 | 1,500.00 | 15.00 | 2,250.00 | 16.80 | 2,520.00 | 12.00 | 1,800.00 |
| 0017 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 500.00 | 500.00 | 200.00 | 200.00 | 1,400.00 | 1,400.00 | 1,000.00 | 1,000.00 |
| 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 83 | SQYD | 69.00 | 5,727.00 | 80.00 | 6,640.00 | 97.00 | 8,051.00 | 69.00 | 5,727.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 584 | SQYD | 80.00 | 46,720.00 | 75.00 | 43,800.00 | 95.00 | 55,480.00 | 70.00 | 40,880.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 667 | SQYD | 3.00 | 2,001.00 | 2.00 | 1,334.00 | 4.20 | 2,801.40 | 3.00 | 2,001.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,475.00 | 6,475.00 | 20,000.00 | 20,000.00 | 9,065.00 | 9,065.00 | 10,000.00 | 10,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 2,500.00 | 1,500.00 | 1,400.00 | 840.00 | 1,960.00 | 1,176.00 | 1,400.00 | 840.00 |
| 0023 | 717-01-00100 | Seeding | 12 | LB | 30.00 | 360.00 | 25.00 | 300.00 | 35.00 | 420.00 | 25.00 | 300.00 |
| 0024 | 718-01-00100 | Fertilizer | 270 | LB | 2.00 | 540.00 | 1.00 | 270.00 | 1.40 | 378.00 | 1.00 | 270.00 |
| 0025 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,858 | SQYD | 2.00 | 3,716.00 | 1.30 | 2,415.40 | 1.82 | 3,381.56 | 1.30 | 2,415.40 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 250,000.00 | 250,000.00 | 275,000.00 | 275,000.00 |
| 0027 | 729-01-00100 | Sign (Type A) | 12 | SQFT | 25.00 | 300.00 | 20.00 | 240.00 | 28.00 | 336.00 | 25.00 | 300.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 80.00 | 640.00 | 112.00 | 896.00 | 75.00 | 600.00 |
| 0029 | 729-21-00100 | U-Channel Post | 2 | EACH | 100.00 | 200.00 | 55.00 | 110.00 | 77.00 | 154.00 | 100.00 | 200.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 36,700.00 | 36,700.00 | 40,000.00 | 40,000.00 | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 |
| 0031 | 804-01-00400 | Precast Concrete Piles (18") | 834 | LNFT | 60.00 | 50,040.00 | 80.00 | 66,720.00 | 87.00 | 72,558.00 | 60.00 | 50,040.00 |
| 0032 | 804-01-00600 | Precast Concrete Piles (24") | 2,151 | LNFT | 110.00 | 236,610.00 | 110.00 | 236,610.00 | 94.00 | 202,194.00 | 200.00 | 430,200.00 |
| 0033 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 7,500.00 | 15,000.00 | 1,000.00 | 2,000.00 | 20,000.00 | 40,000.00 | 15,000.00 | 30,000.00 |
| 0034 | 805-01-00700 | Class A Concrete (Bents) | 169.66 | CUYD | 800.00 | 135,728.00 | 1,100.00 | 186,626.00 | 835.00 | 141,666.10 | 1,250.00 | 212,075.00 |
| 0035 | 805-03-00100 | Class AA Concrete | 433.41 | CUYD | 700.00 | 303,387.00 | 750.00 | 325,057.50 | 924.00 | 400,470.84 | 880.00 | 381,400.80 |
| 0036 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 2,178 | LNFT | 72.00 | 156,816.00 | 80.00 | 174,240.00 | 93.00 | 202,554.00 | 90.00 | 196,020.00 |
| 0037 | 806-01-00100 | Deformed Reinforcing Steel | 145,494 | LB | 0.76 | 110,575.44 | 0.85 | 123,669.90 | 1.00 | 145,494.00 | 0.85 | 123,669.90 |
| 0038 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 22,500.00 | 22,500.00 | 20,000.00 | 20,000.00 | 22,500.00 | 22,500.00 | 30,000.00 | 30,000.00 |
| 0039 | 810-01-00100 | Concrete Railing (Standard Barrier) | 1,164 | LNFT | 56.00 | 65,184.00 | 60.00 | 69,840.00 | 65.00 | 75,660.00 | 58.00 | 67,512.00 |
| 0040 | 813-01-00100 | Concrete Approach Slabs | 124.44 | SQYD | 185.00 | 23,021.40 | 240.00 | 29,865.60 | 262.00 | 32,603.28 | 190.00 | 23,643.60 |
| CONTRACTOR TOTAL | 1,674,297.69 | 2,075,891.40 | 2,103,354.79 | 2,229,731.30 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - James Construction Group LLC |
- 6 - Rosiek Construction Co Inc |
- 7 - Boh Bros. Construction Co., LLC. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 40,000.00 | 40,000.00 | 112,000.00 | 112,000.00 | 50,000.00 | 50,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 16,000.00 | 16,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 17+70; 19.7' X547.0' TIMBER BRIDGE) | 1 | EACH | 135,000.00 | 135,000.00 | 90,000.00 | 90,000.00 | 61,000.00 | 61,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 93,000.00 | 93,000.00 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 11 | EACH | 45.00 | 495.00 | 20.00 | 220.00 | 23.00 | 253.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 150 | LNFT | 25.00 | 3,750.00 | 110.00 | 16,500.00 | 125.00 | 18,750.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 5 | EACH | 225.00 | 1,125.00 | 225.00 | 1,125.00 | 250.00 | 1,250.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 1,315 | LNFT | 4.00 | 5,260.00 | 1.60 | 2,104.00 | 2.50 | 3,287.50 |
| 0009 | 302-01-00100 | Class II Base Course | 346.8 | CUYD | 150.00 | 52,020.00 | 75.00 | 26,010.00 | 130.00 | 45,084.00 |
| 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 29 | CUYD | 250.00 | 7,250.00 | 120.00 | 3,480.00 | 150.00 | 4,350.00 |
| 0011 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 20 | CUYD | 350.00 | 7,000.00 | 150.00 | 3,000.00 | 325.00 | 6,500.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 289.3 | TON | 160.00 | 46,288.00 | 160.00 | 46,288.00 | 130.00 | 37,609.00 |
| 0013 | 701-05-02060 | Side Drain Pipe (Erosion) (24" PP/CMP) | 130 | LNFT | 110.00 | 14,300.00 | 175.00 | 22,750.00 | 195.00 | 25,350.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 55.00 | 5,500.00 | 60.00 | 6,000.00 | 67.00 | 6,700.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 33.00 | 3,300.00 | 30.00 | 3,000.00 | 34.00 | 3,400.00 |
| 0016 | 705-01-00100 | Barbed Wire Fence | 150 | LNFT | 12.00 | 1,800.00 | 15.00 | 2,250.00 | 168.00 | 25,200.00 |
| 0017 | 705-04-00100 | Single Swinging Driveway Gates | 1 | EACH | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 168.00 | 168.00 |
| 0018 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 83 | SQYD | 62.00 | 5,146.00 | 50.00 | 4,150.00 | 95.00 | 7,885.00 |
| 0019 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 584 | SQYD | 70.00 | 40,880.00 | 65.00 | 37,960.00 | 125.00 | 73,000.00 |
| 0020 | 711-04-00100 | Geotextile Fabric | 667 | SQYD | 8.00 | 5,336.00 | 3.00 | 2,001.00 | 4.00 | 2,668.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.6 | TON | 1,400.00 | 840.00 | 1,400.00 | 840.00 | 1,600.00 | 960.00 |
| 0023 | 717-01-00100 | Seeding | 12 | LB | 25.00 | 300.00 | 25.00 | 300.00 | 28.00 | 336.00 |
| 0024 | 718-01-00100 | Fertilizer | 270 | LB | 1.00 | 270.00 | 1.00 | 270.00 | 1.15 | 310.50 |
| 0025 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,858 | SQYD | 1.30 | 2,415.40 | 1.30 | 2,415.40 | 1.50 | 2,787.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 220,000.00 | 220,000.00 | 279,000.00 | 279,000.00 | 320,000.00 | 320,000.00 |
| 0027 | 729-01-00100 | Sign (Type A) | 12 | SQFT | 22.00 | 264.00 | 20.00 | 240.00 | 28.00 | 336.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 80.00 | 640.00 | 84.00 | 672.00 |
| 0029 | 729-21-00100 | U-Channel Post | 2 | EACH | 60.00 | 120.00 | 55.00 | 110.00 | 110.00 | 220.00 |
| 0030 | 740-01-00100 | Construction Layout | 1 | LUMP | 26,500.00 | 26,500.00 | 80,000.00 | 80,000.00 | 75,000.00 | 75,000.00 |
| 0031 | 804-01-00400 | Precast Concrete Piles (18") | 834 | LNFT | 120.00 | 100,080.00 | 90.00 | 75,060.00 | 65.00 | 54,210.00 |
| 0032 | 804-01-00600 | Precast Concrete Piles (24") | 2,151 | LNFT | 150.00 | 322,650.00 | 180.00 | 387,180.00 | 153.00 | 329,103.00 |
| 0033 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 5,000.00 | 10,000.00 | 20,000.00 | 40,000.00 | 25,000.00 | 50,000.00 |
| 0034 | 805-01-00700 | Class A Concrete (Bents) | 169.66 | CUYD | 1,200.00 | 203,592.00 | 1,500.00 | 254,490.00 | 1,500.00 | 254,490.00 |
| 0035 | 805-03-00100 | Class AA Concrete | 433.41 | CUYD | 950.00 | 411,739.50 | 1,500.00 | 650,115.00 | 1,500.00 | 650,115.00 |
| 0036 | 805-08-00200 | Precast-Prestressed Concrete Girder (Type II) | 2,178 | LNFT | 110.00 | 239,580.00 | 105.00 | 228,690.00 | 250.00 | 544,500.00 |
| 0037 | 806-01-00100 | Deformed Reinforcing Steel | 145,494 | LB | 0.90 | 130,944.60 | 0.80 | 116,395.20 | 1.30 | 189,142.20 |
| 0038 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 25,000.00 | 25,000.00 | 23,000.00 | 23,000.00 | 60,000.00 | 60,000.00 |
| 0039 | 810-01-00100 | Concrete Railing (Standard Barrier) | 1,164 | LNFT | 60.00 | 69,840.00 | 61.00 | 71,004.00 | 70.00 | 81,480.00 |
| 0040 | 813-01-00100 | Concrete Approach Slabs | 124.44 | SQYD | 300.00 | 37,332.00 | 150.00 | 18,666.00 | 500.00 | 62,220.00 |
| CONTRACTOR TOTAL | 2,291,517.50 | 2,793,253.60 | 3,283,336.20 | |||||||