Bid Tabulations
Letting of
04/28/2010
LA DOTD Headquarters
| Lead Project: 713-18-0109 | |
| Parish: East Carroll | |
| Routes: | |
| Description: GOAT ROAD BRIDGE OVER BULL BAYOU | |
| Type Const: CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $352,769.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | Louisiana Bridge, Inc. | $307,286.70 |
| 2 | 18546 | C W & W Contractors, Inc. | $307,412.00 |
| 3 | 09090 | Guinn Brothers, LLC. | $329,858.50 |
| 4 | 48925 | David V. Temple | $331,108.59 |
| 5 | 49239 | W L Bass Construction Inc. | $334,712.50 |
| 6 | 23112 | Ben Allen, Inc. | $367,027.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Louisiana Bridge, Inc. |
- 2 - C W & W Contractors, Inc. |
- 3 - Guinn Brothers, LLC. |
- 4 - David V. Temple |
||||
| 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 | 2,600.00 | 2,600.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | 5,900.00 | 5,900.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 26,500.00 | 26,500.00 | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 45,000.00 | 45,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 1.00 | 24.00 | 10.00 | 240.00 | 20.00 | 480.00 | 10.00 | 240.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 1.00 | 100.00 | 10.00 | 1,000.00 | 1.00 | 100.00 | 20.00 | 2,000.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 1.00 | 4.00 | 125.00 | 500.00 | 100.00 | 400.00 | 20.00 | 80.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 920 | LNFT | 3.00 | 2,760.00 | 3.00 | 2,760.00 | 3.00 | 2,760.00 | 3.50 | 3,220.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 202.7 | CUYD | 105.00 | 21,283.50 | 100.00 | 20,270.00 | 85.00 | 17,229.50 | 95.00 | 19,256.50 |
| 0009 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 20 | LNFT | 66.00 | 1,320.00 | 50.00 | 1,000.00 | 150.00 | 3,000.00 | 105.00 | 2,100.00 |
| 0010 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 40 | LNFT | 90.00 | 3,600.00 | 200.00 | 8,000.00 | 200.00 | 8,000.00 | 75.00 | 3,000.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 68.10 | 3,405.00 | 80.00 | 4,000.00 | 70.00 | 3,500.00 | 125.00 | 6,250.00 |
| 0012 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 50 | LNFT | 38.60 | 1,930.00 | 50.00 | 2,500.00 | 44.00 | 2,200.00 | 55.00 | 2,750.00 |
| 0013 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 247 | SQYD | 95.00 | 23,465.00 | 90.00 | 22,230.00 | 100.00 | 24,700.00 | 95.00 | 23,465.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 247 | SQYD | 3.50 | 864.50 | 3.00 | 741.00 | 5.00 | 1,235.00 | 3.75 | 926.25 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 1,078.00 | 970.20 | 1,500.00 | 1,350.00 | 1,500.00 | 1,350.00 | 2,000.00 | 1,800.00 |
| 0017 | 717-01-00100 | Seeding | 19 | LB | 12.50 | 237.50 | 30.00 | 570.00 | 15.00 | 285.00 | 50.00 | 950.00 |
| 0018 | 718-01-00100 | Fertilizer | 430 | LB | 2.00 | 860.00 | 3.00 | 1,290.00 | 1.00 | 430.00 | 10.00 | 4,300.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 36,456.00 | 36,456.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 10,000.00 | 10,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 96.50 | 386.00 | 100.00 | 400.00 | 100.00 | 400.00 | 135.00 | 540.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 696 | LNFT | 70.00 | 48,720.00 | 110.00 | 76,560.00 | 78.00 | 54,288.00 | 84.29 | 58,665.84 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 |
| 0024 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 32,100.00 | 96,300.00 | 22,000.00 | 66,000.00 | 35,000.00 | 105,000.00 | 32,555.00 | 97,665.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING (TAPERED BARRIER RAILS, W/O ASPHALT) | 1 | EACH | 10,500.00 | 10,500.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 8,500.00 | 8,500.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 1 | EACH | 9,500.00 | 9,500.00 | 9,000.00 | 9,000.00 | 12,500.00 | 12,500.00 | 8,500.00 | 8,500.00 |
| CONTRACTOR TOTAL | 307,286.70 | 307,412.00 | 329,858.50 | 331,108.59 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - W L Bass Construction Inc. |
- 6 - Ben Allen, Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 750.00 | 750.00 | 10,000.00 | 10,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 1.00 | 24.00 | 15.00 | 360.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 100 | LNFT | 0.25 | 25.00 | 0.00 | 0.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 1.00 | 4.00 | 50.00 | 200.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 920 | LNFT | 0.25 | 230.00 | 3.00 | 2,760.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 202.7 | CUYD | 85.00 | 17,229.50 | 125.00 | 25,337.50 |
| 0009 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 20 | LNFT | 50.00 | 1,000.00 | 100.00 | 2,000.00 |
| 0010 | 701-05-01140 | Side Drain Pipe (48" RCP/PP/CMP) | 40 | LNFT | 85.00 | 3,400.00 | 150.00 | 6,000.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 50 | LNFT | 75.00 | 3,750.00 | 85.00 | 4,250.00 |
| 0012 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 50 | LNFT | 50.00 | 2,500.00 | 75.00 | 3,750.00 |
| 0013 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 247 | SQYD | 55.00 | 13,585.00 | 87.00 | 21,489.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 247 | SQYD | 2.00 | 494.00 | 3.00 | 741.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,500.00 | 3,500.00 | 7,500.00 | 7,500.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.9 | TON | 2,000.00 | 1,800.00 | 1,000.00 | 900.00 |
| 0017 | 717-01-00100 | Seeding | 19 | LB | 20.00 | 380.00 | 50.00 | 950.00 |
| 0018 | 718-01-00100 | Fertilizer | 430 | LB | 4.00 | 1,720.00 | 3.00 | 1,290.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 65,000.00 | 65,000.00 | 30,000.00 | 30,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 85.00 | 340.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 696 | LNFT | 120.00 | 83,520.00 | 85.00 | 59,160.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 0.00 | 0.00 |
| 0024 | 805-10-02300 | Bridge Superstructure and Substructure (28' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 31,500.00 | 94,500.00 | 40,000.00 | 120,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING (TAPERED BARRIER RAILS, W/O ASPHALT) | 1 | EACH | 9,500.00 | 9,500.00 | 15,000.00 | 15,000.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (28' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 1 | EACH | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 |
| CONTRACTOR TOTAL | 334,712.50 | 367,027.50 | ||||||