Bid Tabulations
Letting of
12/14/2011
LA DOTD Headquarters
| Lead Project: 713-37-0108 | |
| Parish: Ouachita | |
| Routes: | |
| Description: KIROLI ROAD BRIDGE | |
| Type Const: CLEARING AND GRUBBING, GRADING, PAVEMENT WIDENING, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGES, AND RELATED WORK. | |
| Estimated Construction Cost: $912,665.60 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 23112 | Ben Allen, Inc. | $742,705.21 |
| 2 | 18546 | C W & W Contractors, Inc. | $747,818.08 |
| 3 | 14788 | Louisiana Bridge, Inc. | $810,178.26 |
| 4 | 49239 | W L Bass Construction Inc. | $868,492.20 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $933,406.00 |
| 6 | 34567 | James Construction Group LLC | $967,966.20 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Ben Allen, Inc. |
- 2 - C W & W Contractors, Inc. |
- 3 - Louisiana Bridge, Inc. |
- 4 - W L Bass Construction 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 | 8,000.00 | 8,000.00 | 30,000.00 | 30,000.00 | 6,500.00 | 6,500.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | lump | 4,000.00 | 4,000.00 | 6,000.00 | 6,000.00 | 2,600.00 | 2,600.00 | 100.00 | 100.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 10+000;7.01M X 13.72M TIMBER BR) | 1 | each | 4,000.00 | 4,000.00 | 6,500.00 | 6,500.00 | 5,000.00 | 5,000.00 | 5,750.00 | 5,750.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 10+000;7.49M X 15.046M TIMBER BR) | 1 | each | 4,000.00 | 4,000.00 | 8,500.00 | 8,500.00 | 5,000.00 | 5,000.00 | 5,750.00 | 5,750.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | lump | 35,000.00 | 35,000.00 | 35,000.00 | 35,000.00 | 55,211.00 | 55,211.00 | 35,000.00 | 35,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | each | 0.00 | 0.00 | 30.00 | 300.00 | 1.00 | 10.00 | 0.00 | 0.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 100 | ln m | 0.00 | 0.00 | 33.00 | 3,300.00 | 1.00 | 100.00 | 0.00 | 0.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | each | 0.00 | 0.00 | 200.00 | 1,400.00 | 1.00 | 7.00 | 0.00 | 0.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 200 | ln m | 10.00 | 2,000.00 | 6.50 | 1,300.00 | 9.50 | 1,900.00 | 0.00 | 0.00 |
| 0010 | 302-01-00100 | Class II Base Course | 243.1 | cu m | 125.00 | 30,387.50 | 39.25 | 9,541.68 | 145.00 | 35,249.50 | 144.00 | 35,006.40 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | cu m | 125.00 | 750.00 | 67.00 | 402.00 | 150.00 | 900.00 | 216.00 | 1,296.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 442.8 | Mg | 160.00 | 70,848.00 | 150.00 | 66,420.00 | 208.50 | 92,323.80 | 165.00 | 73,062.00 |
| 0013 | 510-02-00100 | Pavement Widening | 72.3 | sq m | 125.00 | 9,037.50 | 120.00 | 8,676.00 | 55.00 | 3,976.50 | 53.00 | 3,831.90 |
| 0014 | 702-04-00100 | Adjusting Manholes | 3 | each | 1,000.00 | 3,000.00 | 250.00 | 750.00 | 900.00 | 2,700.00 | 2,000.00 | 6,000.00 |
| 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (950 mm post spacing) | 7.62 | ln m | 150.00 | 1,143.00 | 215.00 | 1,638.30 | 226.00 | 1,722.12 | 147.00 | 1,120.14 |
| 0016 | 704-01-01020 | Guard Rail (Single Thrie Beam) (1905 mm post spacing) | 13.34 | ln m | 150.00 | 2,001.00 | 215.00 | 2,868.10 | 208.00 | 2,774.72 | 147.00 | 1,960.98 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 35.56 | ln m | 216.00 | 7,680.96 | 200.00 | 7,112.00 | 202.00 | 7,183.12 | 213.00 | 7,574.28 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | each | 2,500.00 | 10,000.00 | 2,100.00 | 8,400.00 | 2,300.00 | 9,200.00 | 2,400.00 | 9,600.00 |
| 0019 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | each | 2,500.00 | 2,500.00 | 2,100.00 | 2,100.00 | 2,850.00 | 2,850.00 | 2,400.00 | 2,400.00 |
| 0020 | 705-06-00100 | Chain Link Fence (1200 mm Height) | 25 | ln m | 100.00 | 2,500.00 | 40.00 | 1,000.00 | 103.20 | 2,580.00 | 72.00 | 1,800.00 |
| 0021 | 712-01-00100 | Concrete Cast-in-Place Revetment (100 mm Thick) | 64 | sq m | 100.00 | 6,400.00 | 77.00 | 4,928.00 | 87.00 | 5,568.00 | 93.00 | 5,952.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 230 | sq m | 90.00 | 20,700.00 | 66.00 | 15,180.00 | 75.00 | 17,250.00 | 70.00 | 16,100.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 8,500.00 | 8,500.00 | 10,000.00 | 10,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 1.1 | Mg | 1,000.00 | 1,100.00 | 700.00 | 770.00 | 550.00 | 605.00 | 2,185.00 | 2,403.50 |
| 0025 | 717-01-00100 | Seeding | 11 | kg | 23.00 | 253.00 | 17.00 | 187.00 | 100.00 | 1,100.00 | 87.00 | 957.00 |
| 0026 | 718-01-00100 | Fertilizer | 273 | kg | 2.25 | 614.25 | 1.00 | 273.00 | 4.00 | 1,092.00 | 5.00 | 1,365.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | lump | 50,000.00 | 50,000.00 | 115,000.00 | 115,000.00 | 57,475.00 | 57,475.00 | 87,000.00 | 87,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | each | 80.00 | 800.00 | 85.00 | 850.00 | 85.50 | 855.00 | 75.00 | 750.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | lump | 7,000.00 | 7,000.00 | 22,000.00 | 22,000.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 |
| 0030 | 741-06-00100 | Relocating Fire Hydrant | 1 | each | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 1,500.00 | 1,500.00 | 1,500.00 | 1,500.00 |
| 0031 | 804-01-00200 | Precast Concrete Piles (350 mm) | 879 | ln m | 170.00 | 149,430.00 | 180.00 | 158,220.00 | 207.00 | 181,953.00 | 230.00 | 202,170.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 2 | each | 0.00 | 0.00 | 1.00 | 2.00 | 1.00 | 2.00 | 1.00 | 2.00 |
| 0033 | 805-10-00100 | Bridge Superstructure and Substructure (9.00M RDWY; 90 DEG CROSSING) (CIP W/SIDEWALK) | 4 | span | 38,000.00 | 152,000.00 | 27,000.00 | 108,000.00 | 37,000.00 | 148,000.00 | 45,000.00 | 180,000.00 |
| 0034 | 805-10-02120 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 60 Degree Crossing) (Cast-in-Place) (8.5 M RDWY; 60 DEG CROSSING, CIP) | 3 | span | 31,000.00 | 93,000.00 | 21,300.00 | 63,900.00 | 30,000.00 | 90,000.00 | 35,000.00 | 105,000.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (8.5 M RDWY; 60 DEG CROSSING, CURVED) | 1 | each | 9,500.00 | 9,500.00 | 8,000.00 | 8,000.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 |
| 0036 | NS-800-00040 | Concrete Approach Slabs (8.5 M RDWY, 60 DEG CROSSING) | 1 | each | 9,500.00 | 9,500.00 | 8,000.00 | 8,000.00 | 9,500.00 | 9,500.00 | 10,000.00 | 10,000.00 |
| 0037 | NS-800-00040 | Concrete Approach Slabs (9.00M RDWY; 90 DEG CROSSING) (CIP W/SIDEWALK) | 2 | each | 12,000.00 | 24,000.00 | 8,500.00 | 17,000.00 | 11,500.00 | 23,000.00 | 10,000.00 | 20,000.00 |
| 0038 | NS-804-00001 | Vibration Monitoring | 41 | each | 160.00 | 6,560.00 | 300.00 | 12,300.00 | 170.50 | 6,990.50 | 1.00 | 41.00 |
| CONTRACTOR TOTAL | 742,705.21 | 747,818.08 | 810,178.26 | 868,492.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - James Construction Group LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | lump | 9,000.00 | 9,000.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | lump | 9,000.00 | 9,000.00 | 5,000.00 | 5,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 10+000;7.01M X 13.72M TIMBER BR) | 1 | each | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge (STA 10+000;7.49M X 15.046M TIMBER BR) | 1 | each | 8,500.00 | 8,500.00 | 25,000.00 | 25,000.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | lump | 35,000.00 | 35,000.00 | 53,000.00 | 53,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | each | 11.00 | 110.00 | 15.00 | 150.00 |
| 0007 | 204-03-00100 | Temporary Slope Drains | 100 | ln m | 88.00 | 8,800.00 | 35.00 | 3,500.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | each | 140.00 | 980.00 | 500.00 | 3,500.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 200 | ln m | 7.00 | 1,400.00 | 8.00 | 1,600.00 |
| 0010 | 302-01-00100 | Class II Base Course | 243.1 | cu m | 135.00 | 32,818.50 | 150.00 | 36,465.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | cu m | 185.00 | 1,110.00 | 130.00 | 780.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 442.8 | Mg | 200.00 | 88,560.00 | 176.00 | 77,932.80 |
| 0013 | 510-02-00100 | Pavement Widening | 72.3 | sq m | 185.00 | 13,375.50 | 258.00 | 18,653.40 |
| 0014 | 702-04-00100 | Adjusting Manholes | 3 | each | 1,100.00 | 3,300.00 | 2,000.00 | 6,000.00 |
| 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (950 mm post spacing) | 7.62 | ln m | 200.00 | 1,524.00 | 200.00 | 1,524.00 |
| 0016 | 704-01-01020 | Guard Rail (Single Thrie Beam) (1905 mm post spacing) | 13.34 | ln m | 190.00 | 2,534.60 | 200.00 | 2,668.00 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 35.56 | ln m | 190.00 | 6,756.40 | 175.00 | 6,223.00 |
| 0018 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | each | 2,000.00 | 8,000.00 | 2,000.00 | 8,000.00 |
| 0019 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 1 | each | 2,600.00 | 2,600.00 | 2,500.00 | 2,500.00 |
| 0020 | 705-06-00100 | Chain Link Fence (1200 mm Height) | 25 | ln m | 80.00 | 2,000.00 | 120.00 | 3,000.00 |
| 0021 | 712-01-00100 | Concrete Cast-in-Place Revetment (100 mm Thick) | 64 | sq m | 150.00 | 9,600.00 | 90.00 | 5,760.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 230 | sq m | 75.00 | 17,250.00 | 75.00 | 17,250.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | lump | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 1.1 | Mg | 2,000.00 | 2,200.00 | 1,250.00 | 1,375.00 |
| 0025 | 717-01-00100 | Seeding | 11 | kg | 25.00 | 275.00 | 60.00 | 660.00 |
| 0026 | 718-01-00100 | Fertilizer | 273 | kg | 3.00 | 819.00 | 3.00 | 819.00 |
| 0027 | 727-01-00100 | Mobilization | 1 | lump | 75,000.00 | 75,000.00 | 90,000.00 | 90,000.00 |
| 0028 | 729-16-00300 | Object Marker Assembly (Type 3) | 10 | each | 80.00 | 800.00 | 75.00 | 750.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | lump | 25,000.00 | 25,000.00 | 5,000.00 | 5,000.00 |
| 0030 | 741-06-00100 | Relocating Fire Hydrant | 1 | each | 2,800.00 | 2,800.00 | 2,500.00 | 2,500.00 |
| 0031 | 804-01-00200 | Precast Concrete Piles (350 mm) | 879 | ln m | 167.00 | 146,793.00 | 264.00 | 232,056.00 |
| 0032 | 804-12-00100 | Loading Permanent Piles | 2 | each | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 |
| 0033 | 805-10-00100 | Bridge Superstructure and Substructure (9.00M RDWY; 90 DEG CROSSING) (CIP W/SIDEWALK) | 4 | span | 50,000.00 | 200,000.00 | 33,000.00 | 132,000.00 |
| 0034 | 805-10-02120 | Bridge Superstructure and Substructure (8.5 m Clear Roadway; 60 Degree Crossing) (Cast-in-Place) (8.5 M RDWY; 60 DEG CROSSING, CIP) | 3 | span | 43,500.00 | 130,500.00 | 33,000.00 | 99,000.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (8.5 M RDWY; 60 DEG CROSSING, CURVED) | 1 | each | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0036 | NS-800-00040 | Concrete Approach Slabs (8.5 M RDWY, 60 DEG CROSSING) | 1 | each | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0037 | NS-800-00040 | Concrete Approach Slabs (9.00M RDWY; 90 DEG CROSSING) (CIP W/SIDEWALK) | 2 | each | 10,000.00 | 20,000.00 | 15,000.00 | 30,000.00 |
| 0038 | NS-804-00001 | Vibration Monitoring | 41 | each | 500.00 | 20,500.00 | 300.00 | 12,300.00 |
| CONTRACTOR TOTAL | 933,406.00 | 967,966.20 | ||||||