Bid Tabulations
Letting of
02/23/2011
LA DOTD Headquarters
| Lead Project: 713-17-0047 | |
| Parish: East Baton Rouge | |
| Routes: | |
| Description: NIMITZ DRIVE BRIDGE and LOVETT ROAD BRIDGE | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $712,935.20 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05693 | Industrial Enterprises, Inc. | $622,910.49 |
| 2 | 50078 | Fenton Excavating & Const. Inc. | $695,896.23 |
| 3 | 25088 | RCS Contractors, Inc. | $725,375.21 |
| 4 | 39462 | Jb James Construction Llc | $730,735.24 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $783,228.70 |
| 6 | 02179 | Boh Bros. Construction Co., LLC. | $829,644.00 |
| 7 | 29595 | Boone Services Inc. | $860,135.31 |
| 8 | 09090 | Guinn Brothers, LLC. | $870,067.50 |
| 9 | 52550 | Gibbs & Register Inc | $878,017.30 |
| 10 | 14807 | Richard Price Contracting Co, Llc | $938,731.19 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Industrial Enterprises, Inc. |
- 2 - Fenton Excavating & Const. Inc. |
- 3 - RCS Contractors, Inc. |
- 4 - Jb James 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 | 11,000.00 | 11,000.00 | 8,625.00 | 8,625.00 | 7,500.00 | 7,500.00 | 55,000.00 | 55,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,500.00 | 5,500.00 | 2,300.00 | 2,300.00 | 1,000.00 | 1,000.00 | 3,000.00 | 3,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA105+00; 18.23.5'X45' CONCRETE SLAB ON TIMBER PILES) | 1 | EACH | 6,600.00 | 6,600.00 | 4,071.75 | 4,071.75 | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA105+00; 18.23.8'X76' CONCRETE SLAB ON TIMBER PILES) | 1 | EACH | 11,000.00 | 11,000.00 | 6,395.13 | 6,395.13 | 3,500.00 | 3,500.00 | 15,000.00 | 15,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 288 | LNFT | 2.20 | 633.60 | 2.51 | 722.88 | 5.00 | 1,440.00 | 5.00 | 1,440.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 458.5 | SQYD | 7.37 | 3,379.15 | 16.09 | 7,377.27 | 3.00 | 1,375.50 | 8.00 | 3,668.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 47,300.00 | 47,300.00 | 48,371.42 | 48,371.42 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 13.20 | 633.60 | 6.90 | 331.20 | 15.00 | 720.00 | 12.00 | 576.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 220.00 | 1,760.00 | 172.50 | 1,380.00 | 220.00 | 1,760.00 | 200.00 | 1,600.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 547 | LNFT | 3.85 | 2,105.95 | 2.53 | 1,383.91 | 3.75 | 2,051.25 | 3.50 | 1,914.50 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 215.7 | CUYD | 122.31 | 26,382.27 | 101.65 | 21,925.91 | 90.00 | 19,413.00 | 75.00 | 16,177.50 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 34 | CUYD | 124.56 | 4,235.04 | 83.78 | 2,848.52 | 90.00 | 3,060.00 | 90.00 | 3,060.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 55.00 | 2,750.00 | 83.32 | 4,166.00 | 100.00 | 5,000.00 | 80.00 | 4,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 168.2 | TON | 160.89 | 27,061.70 | 299.00 | 50,291.80 | 162.80 | 27,382.96 | 200.00 | 33,640.00 |
| 0015 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 96 | LNFT | 69.78 | 6,698.88 | 51.43 | 4,937.28 | 35.00 | 3,360.00 | 50.00 | 4,800.00 |
| 0016 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 256 | LNFT | 106.27 | 27,205.12 | 81.59 | 20,887.04 | 60.00 | 15,360.00 | 70.00 | 17,920.00 |
| 0017 | 702-04-00100 | Adjusting Manholes | 2 | EACH | 825.00 | 1,650.00 | 661.25 | 1,322.50 | 1,000.00 | 2,000.00 | 1,250.00 | 2,500.00 |
| 0018 | 702-08-00200 | Side Drain Safety End (Type 2) | 4 | EACH | 3,991.90 | 15,967.60 | 5,014.00 | 20,056.00 | 3,000.00 | 12,000.00 | 2,650.00 | 10,600.00 |
| 0019 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 90 | LNFT | 20.10 | 1,809.00 | 32.76 | 2,948.40 | 10.00 | 900.00 | 29.00 | 2,610.00 |
| 0020 | 706-02-00200 | Concrete Drive (6" Thick) | 24.4 | SQYD | 82.50 | 2,013.00 | 117.92 | 2,877.25 | 85.00 | 2,074.00 | 78.00 | 1,903.20 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,775.00 | 16,775.00 | 13,857.50 | 13,857.50 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,200.00 | 1,100.00 | 2,300.00 | 1,150.00 | 2,000.00 | 1,000.00 | 2,000.00 | 1,000.00 |
| 0023 | 717-01-00100 | Seeding | 8 | LB | 55.00 | 440.00 | 57.50 | 460.00 | 50.00 | 400.00 | 50.00 | 400.00 |
| 0024 | 718-01-00100 | Fertilizer | 240 | LB | 2.20 | 528.00 | 2.30 | 552.00 | 2.00 | 480.00 | 2.00 | 480.00 |
| 0025 | 726-01-00100 | Bedding Material | 433.5 | CUYD | 94.64 | 41,026.44 | 70.74 | 30,665.79 | 95.00 | 41,182.50 | 70.00 | 30,345.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 16,500.00 | 16,500.00 | 80,746.61 | 80,746.61 | 40,000.00 | 40,000.00 | 72,000.00 | 72,000.00 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 55.00 | 440.00 | 97.75 | 782.00 | 50.00 | 400.00 | 75.00 | 600.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,250.00 | 8,250.00 | 11,916.07 | 11,916.07 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 103.36 | CUYD | 896.78 | 92,691.18 | 567.94 | 58,702.28 | 1,250.00 | 129,200.00 | 500.00 | 51,680.00 |
| 0030 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 128 | LNFT | 479.35 | 61,356.80 | 526.84 | 67,435.52 | 790.00 | 101,120.00 | 725.00 | 92,800.00 |
| 0031 | 805-12-26000 | Reinforced Concrete Box Culverts (10' x 10') (Precast) | 256 | LNFT | 647.46 | 165,749.76 | 769.51 | 196,994.56 | 950.00 | 243,200.00 | 850.00 | 217,600.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 7,496 | LB | 1.65 | 12,368.40 | 2.59 | 19,414.64 | 1.00 | 7,496.00 | 0.99 | 7,421.04 |
| CONTRACTOR TOTAL | 622,910.49 | 695,896.23 | 725,375.21 | 730,735.24 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Boh Bros. Construction Co., LLC. |
- 7 - Boone Services Inc. |
- 8 - Guinn Brothers, 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 | 10,000.00 | 10,000.00 | 29,746.05 | 29,746.05 | 26,250.00 | 26,250.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,500.00 | 3,500.00 | 3,718.25 | 3,718.25 | 3,980.00 | 3,980.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA105+00; 18.23.5'X45' CONCRETE SLAB ON TIMBER PILES) | 1 | EACH | 10,000.00 | 10,000.00 | 7,436.50 | 7,436.50 | 10,927.00 | 10,927.00 | 6,000.00 | 6,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA105+00; 18.23.8'X76' CONCRETE SLAB ON TIMBER PILES) | 1 | EACH | 15,000.00 | 15,000.00 | 11,154.76 | 11,154.76 | 18,075.00 | 18,075.00 | 8,500.00 | 8,500.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 288 | LNFT | 9.00 | 2,592.00 | 1.85 | 532.80 | 11.57 | 3,332.16 | 5.00 | 1,440.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 458.5 | SQYD | 12.00 | 5,502.00 | 3.92 | 1,797.32 | 16.89 | 7,744.07 | 6.00 | 2,751.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 40,000.00 | 40,000.00 | 32,554.89 | 32,554.89 | 47,094.00 | 47,094.00 | 45,000.00 | 45,000.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 20.00 | 960.00 | 6.40 | 307.20 | 38.66 | 1,855.68 | 10.00 | 480.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 300.00 | 2,400.00 | 160.12 | 1,280.96 | 253.79 | 2,030.32 | 100.00 | 800.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 547 | LNFT | 2.00 | 1,094.00 | 2.35 | 1,285.45 | 3.67 | 2,007.49 | 3.00 | 1,641.00 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 215.7 | CUYD | 100.00 | 21,570.00 | 82.20 | 17,730.54 | 124.62 | 26,880.53 | 115.00 | 24,805.50 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 34 | CUYD | 150.00 | 5,100.00 | 81.84 | 2,782.56 | 105.19 | 3,576.46 | 115.00 | 3,910.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 80.00 | 4,000.00 | 76.00 | 3,800.00 | 118.82 | 5,941.00 | 50.00 | 2,500.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 168.2 | TON | 180.00 | 30,276.00 | 163.23 | 27,455.29 | 270.48 | 45,494.74 | 350.00 | 58,870.00 |
| 0015 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 96 | LNFT | 70.00 | 6,720.00 | 42.70 | 4,099.20 | 45.80 | 4,396.80 | 56.00 | 5,376.00 |
| 0016 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 256 | LNFT | 80.00 | 20,480.00 | 69.39 | 17,763.84 | 81.15 | 20,774.40 | 130.00 | 33,280.00 |
| 0017 | 702-04-00100 | Adjusting Manholes | 2 | EACH | 750.00 | 1,500.00 | 2,134.96 | 4,269.92 | 1,211.90 | 2,423.80 | 750.00 | 1,500.00 |
| 0018 | 702-08-00200 | Side Drain Safety End (Type 2) | 4 | EACH | 3,200.00 | 12,800.00 | 2,668.70 | 10,674.80 | 3,677.24 | 14,708.96 | 3,500.00 | 14,000.00 |
| 0019 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 90 | LNFT | 30.00 | 2,700.00 | 30.75 | 2,767.50 | 33.60 | 3,024.00 | 40.00 | 3,600.00 |
| 0020 | 706-02-00200 | Concrete Drive (6" Thick) | 24.4 | SQYD | 200.00 | 4,880.00 | 55.28 | 1,348.83 | 121.11 | 2,955.08 | 100.00 | 2,440.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 10,411.11 | 10,411.11 | 16,989.00 | 16,989.00 | 12,000.00 | 12,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,000.00 | 500.00 | 907.36 | 453.68 | 1,095.00 | 547.50 | 4,000.00 | 2,000.00 |
| 0023 | 717-01-00100 | Seeding | 8 | LB | 17.50 | 140.00 | 16.01 | 128.08 | 10.30 | 82.40 | 25.00 | 200.00 |
| 0024 | 718-01-00100 | Fertilizer | 240 | LB | 0.70 | 168.00 | 0.64 | 153.60 | 0.77 | 184.80 | 1.00 | 240.00 |
| 0025 | 726-01-00100 | Bedding Material | 433.5 | CUYD | 85.00 | 36,847.50 | 88.60 | 38,408.10 | 97.37 | 42,209.90 | 100.00 | 43,350.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 39,445.41 | 39,445.41 | 185,865.00 | 185,865.00 | 80,000.00 | 80,000.00 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 100.00 | 800.00 | 136.65 | 1,093.20 | 239.89 | 1,919.12 | 100.00 | 800.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 15,000.00 | 15,000.00 | 27,950.99 | 27,950.99 | 9,408.00 | 9,408.00 | 6,000.00 | 6,000.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 103.36 | CUYD | 895.00 | 92,507.20 | 996.55 | 103,003.41 | 440.47 | 45,526.98 | 1,500.00 | 155,040.00 |
| 0030 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 128 | LNFT | 650.00 | 83,200.00 | 744.95 | 95,353.60 | 485.02 | 62,082.56 | 500.00 | 64,000.00 |
| 0031 | 805-12-26000 | Reinforced Concrete Box Culverts (10' x 10') (Precast) | 256 | LNFT | 1,000.00 | 256,000.00 | 1,242.16 | 317,992.96 | 847.80 | 217,036.80 | 926.00 | 237,056.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 7,496 | LB | 2.00 | 14,992.00 | 1.70 | 12,743.20 | 3.31 | 24,811.76 | 3.00 | 22,488.00 |
| CONTRACTOR TOTAL | 783,228.70 | 829,644.00 | 860,135.31 | 870,067.50 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Gibbs & Register Inc |
- 10 - Richard Price Contracting Co, Llc |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 7,500.00 | 7,500.00 | 16,000.00 | 16,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 7,740.00 | 7,740.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA105+00; 18.23.5'X45' CONCRETE SLAB ON TIMBER PILES) | 1 | EACH | 18,300.00 | 18,300.00 | 10,000.00 | 10,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA105+00; 18.23.8'X76' CONCRETE SLAB ON TIMBER PILES) | 1 | EACH | 22,000.00 | 22,000.00 | 11,500.00 | 11,500.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 288 | LNFT | 10.00 | 2,880.00 | 5.50 | 1,584.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 458.5 | SQYD | 12.00 | 5,502.00 | 5.50 | 2,521.75 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 60,000.00 | 60,000.00 | 70,000.00 | 70,000.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 91.00 | 4,368.00 | 27.00 | 1,296.00 |
| 0009 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 540.00 | 4,320.00 | 225.00 | 1,800.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 547 | LNFT | 4.40 | 2,406.80 | 3.50 | 1,914.50 |
| 0011 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 215.7 | CUYD | 118.00 | 25,452.60 | 95.00 | 20,491.50 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 34 | CUYD | 139.00 | 4,726.00 | 95.00 | 3,230.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 54.00 | 2,700.00 | 80.00 | 4,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 168.2 | TON | 189.00 | 31,789.80 | 179.00 | 30,107.80 |
| 0015 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 96 | LNFT | 53.00 | 5,088.00 | 46.25 | 4,440.00 |
| 0016 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 256 | LNFT | 83.00 | 21,248.00 | 98.25 | 25,152.00 |
| 0017 | 702-04-00100 | Adjusting Manholes | 2 | EACH | 990.00 | 1,980.00 | 500.00 | 1,000.00 |
| 0018 | 702-08-00200 | Side Drain Safety End (Type 2) | 4 | EACH | 3,900.00 | 15,600.00 | 4,100.00 | 16,400.00 |
| 0019 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 90 | LNFT | 16.00 | 1,440.00 | 33.00 | 2,970.00 |
| 0020 | 706-02-00200 | Concrete Drive (6" Thick) | 24.4 | SQYD | 107.00 | 2,610.80 | 50.00 | 1,220.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,500.00 | 11,500.00 | 15,000.00 | 15,000.00 |
| 0022 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 2,150.00 | 1,075.00 | 1,150.00 | 575.00 |
| 0023 | 717-01-00100 | Seeding | 8 | LB | 54.00 | 432.00 | 73.00 | 584.00 |
| 0024 | 718-01-00100 | Fertilizer | 240 | LB | 2.50 | 600.00 | 2.40 | 576.00 |
| 0025 | 726-01-00100 | Bedding Material | 433.5 | CUYD | 105.00 | 45,517.50 | 60.00 | 26,010.00 |
| 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 173,400.00 | 173,400.00 | 30,000.00 | 30,000.00 |
| 0027 | 729-16-00200 | Object Marker Assembly (Type 2) | 8 | EACH | 100.00 | 800.00 | 225.00 | 1,800.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 19,800.00 | 19,800.00 | 13,000.00 | 13,000.00 |
| 0029 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 103.36 | CUYD | 960.00 | 99,225.60 | 810.00 | 83,721.60 |
| 0030 | 805-12-02060 | Reinforced Concrete Box Culverts (8' x 5') | 128 | LNFT | 465.00 | 59,520.00 | 1,297.00 | 166,016.00 |
| 0031 | 805-12-26000 | Reinforced Concrete Box Culverts (10' x 10') (Precast) | 256 | LNFT | 833.00 | 213,248.00 | 1,400.00 | 358,400.00 |
| 0032 | 806-01-00100 | Deformed Reinforcing Steel | 7,496 | LB | 0.70 | 5,247.20 | 0.99 | 7,421.04 |
| CONTRACTOR TOTAL | 878,017.30 | 938,731.19 | ||||||