Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: 713-34-0113 | |
| Parish: Morehouse | |
| Routes: | |
| Description: SUNSHINE ROAD BRIDGE OVER DRAIN TO BOEUF RIVER | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $777,122.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 14788 | Louisiana Bridge, Inc. | $568,805.40 |
| 2 | 48925 | David V. Temple | $632,021.46 |
| 3 | 18546 | C W & W Contractors, Inc. | $639,236.00 |
| 4 | 49864 | Terral Construction LLC | $654,630.00 |
| 5 | 49239 | W L Bass Construction Inc. | $734,116.00 |
| 6 | 01012 | Cecil D. Gassiott, LLC | $784,912.00 |
| 7 | 55519 | Key, LLC Of Mississippi | $862,350.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Louisiana Bridge, Inc. |
- 2 - David V. Temple |
- 3 - C W & W Contractors, Inc. |
- 4 - Terral 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 | 3,000.00 | 3,000.00 | 8,100.00 | 8,100.00 | 30,000.00 | 30,000.00 | 19,000.00 | 19,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 15+00.00; 22..93'X74.3' TIMBER BR | 1 | EACH | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 9,000.00 | 9,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 55+00.00; 23.36'X31.2' TIMBER BR | 1 | EACH | 2,500.00 | 2,500.00 | 5,000.00 | 5,000.00 | 13,000.00 | 13,000.00 | 5,000.00 | 5,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 10,000.00 | 10,000.00 | 28,260.00 | 28,260.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 1.00 | 48.00 | 20.00 | 960.00 | 20.00 | 960.00 | 10.00 | 480.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 200 | LNFT | 1.00 | 200.00 | 6.50 | 1,300.00 | 10.00 | 2,000.00 | 14.00 | 2,800.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 1.00 | 8.00 | 250.00 | 2,000.00 | 120.00 | 960.00 | 200.00 | 1,600.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 2,112 | LNFT | 1.00 | 2,112.00 | 3.50 | 7,392.00 | 3.00 | 6,336.00 | 1.00 | 2,112.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 267.6 | CUYD | 105.00 | 28,098.00 | 56.35 | 15,079.26 | 65.00 | 17,394.00 | 110.00 | 29,436.00 |
| 0010 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 26 | LNFT | 80.00 | 2,080.00 | 45.00 | 1,170.00 | 55.00 | 1,430.00 | 78.00 | 2,028.00 |
| 0011 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 26 | LNFT | 90.00 | 2,340.00 | 55.00 | 1,430.00 | 65.00 | 1,690.00 | 90.00 | 2,340.00 |
| 0012 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 26 | LNFT | 94.00 | 2,444.00 | 65.00 | 1,690.00 | 75.00 | 1,950.00 | 110.00 | 2,860.00 |
| 0013 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 60 | LNFT | 80.00 | 4,800.00 | 43.47 | 2,608.20 | 55.00 | 3,300.00 | 64.00 | 3,840.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 61.30 | 12,260.00 | 54.00 | 10,800.00 | 75.00 | 15,000.00 | 70.00 | 14,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 34.10 | 6,820.00 | 30.00 | 6,000.00 | 50.00 | 10,000.00 | 38.00 | 7,600.00 |
| 0016 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 1,022 | SQYD | 50.00 | 51,100.00 | 43.50 | 44,457.00 | 59.00 | 60,298.00 | 41.00 | 41,902.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 1,022 | SQYD | 2.50 | 2,555.00 | 2.50 | 2,555.00 | 1.00 | 1,022.00 | 1.00 | 1,022.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,000.00 | 6,000.00 | 8,500.00 | 8,500.00 | 15,000.00 | 15,000.00 | 14,000.00 | 14,000.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1.3 | TON | 500.00 | 650.00 | 3,000.00 | 3,900.00 | 1,400.00 | 1,820.00 | 1,500.00 | 1,950.00 |
| 0020 | 717-01-00100 | Seeding | 30 | LB | 5.00 | 150.00 | 50.00 | 1,500.00 | 17.00 | 510.00 | 10.00 | 300.00 |
| 0021 | 718-01-00100 | Fertilizer | 680 | LB | 1.50 | 1,020.00 | 3.00 | 2,040.00 | 1.00 | 680.00 | 3.00 | 2,040.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 21,300.00 | 21,300.00 | 45,000.00 | 45,000.00 | 60,000.00 | 60,000.00 | 34,000.00 | 34,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 85.15 | 1,362.40 | 75.00 | 1,200.00 | 85.00 | 1,360.00 | 100.00 | 1,600.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 12,500.00 | 12,500.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (14") | 732 | LNFT | 58.00 | 42,456.00 | 65.00 | 47,580.00 | 57.00 | 41,724.00 | 60.00 | 43,920.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 1,200 | LNFT | 60.00 | 72,000.00 | 75.00 | 90,000.00 | 64.00 | 76,800.00 | 69.00 | 82,800.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1,000.00 | 2,000.00 | 1.00 | 2.00 | 0.00 | 0.00 |
| 0028 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 30,000.00 | 90,000.00 | 30,500.00 | 91,500.00 | 21,000.00 | 63,000.00 | 30,000.00 | 90,000.00 |
| 0029 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 5 | SPAN | 32,000.00 | 160,000.00 | 30,500.00 | 152,500.00 | 23,000.00 | 115,000.00 | 30,000.00 | 150,000.00 |
| 0030 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY 60 DEG CROSSING W/O ASPHALT | 2 | EACH | 9,500.00 | 19,000.00 | 7,500.00 | 15,000.00 | 6,700.00 | 13,400.00 | 11,000.00 | 22,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs 24' CLR RDWY 90 DEG CROSSING W/O ASPHALT | 2 | EACH | 8,500.00 | 17,000.00 | 7,500.00 | 15,000.00 | 5,800.00 | 11,600.00 | 11,000.00 | 22,000.00 |
| CONTRACTOR TOTAL | 568,805.40 | 632,021.46 | 639,236.00 | 654,630.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - W L Bass Construction Inc. |
- 6 - Cecil D. Gassiott, LLC |
- 7 - Key, LLC Of Mississippi |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 18,000.00 | 18,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 15+00.00; 22..93'X74.3' TIMBER BR | 1 | EACH | 5,000.00 | 5,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge STA 55+00.00; 23.36'X31.2' TIMBER BR | 1 | EACH | 5,000.00 | 5,000.00 | 7,700.00 | 7,700.00 | 7,000.00 | 7,000.00 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 60,000.00 | 60,000.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 48 | EACH | 0.00 | 0.00 | 23.00 | 1,104.00 | 20.00 | 960.00 |
| 0006 | 204-03-00100 | Temporary Slope Drains | 200 | LNFT | 0.00 | 0.00 | 40.00 | 8,000.00 | 15.00 | 3,000.00 |
| 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 8 | EACH | 0.00 | 0.00 | 290.00 | 2,320.00 | 250.00 | 2,000.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 2,112 | LNFT | 0.00 | 0.00 | 3.50 | 7,392.00 | 4.00 | 8,448.00 |
| 0009 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 267.6 | CUYD | 75.00 | 20,070.00 | 80.00 | 21,408.00 | 95.00 | 25,422.00 |
| 0010 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 26 | LNFT | 50.00 | 1,300.00 | 110.00 | 2,860.00 | 70.00 | 1,820.00 |
| 0011 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 26 | LNFT | 55.00 | 1,430.00 | 120.00 | 3,120.00 | 100.00 | 2,600.00 |
| 0012 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 26 | LNFT | 65.00 | 1,690.00 | 150.00 | 3,900.00 | 140.00 | 3,640.00 |
| 0013 | 701-05-02040 | Side Drain Pipe (Erosion) (18" PP/CMP) | 60 | LNFT | 50.00 | 3,000.00 | 60.00 | 3,600.00 | 70.00 | 4,200.00 |
| 0014 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 200 | LNFT | 80.00 | 16,000.00 | 85.00 | 17,000.00 | 80.00 | 16,000.00 |
| 0015 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 200 | LNFT | 30.00 | 6,000.00 | 35.00 | 7,000.00 | 30.00 | 6,000.00 |
| 0016 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 1,022 | SQYD | 50.00 | 51,100.00 | 60.00 | 61,320.00 | 68.00 | 69,496.00 |
| 0017 | 711-04-00100 | Geotextile Fabric | 1,022 | SQYD | 2.00 | 2,044.00 | 4.00 | 4,088.00 | 2.00 | 2,044.00 |
| 0018 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | 12,500.00 | 12,500.00 |
| 0019 | 716-01-00100 | Mulch (Vegetative) | 1.3 | TON | 2,000.00 | 2,600.00 | 3,000.00 | 3,900.00 | 3,000.00 | 3,900.00 |
| 0020 | 717-01-00100 | Seeding | 30 | LB | 10.00 | 300.00 | 50.00 | 1,500.00 | 50.00 | 1,500.00 |
| 0021 | 718-01-00100 | Fertilizer | 680 | LB | 1.00 | 680.00 | 3.00 | 2,040.00 | 3.00 | 2,040.00 |
| 0022 | 727-01-00100 | Mobilization | 1 | LUMP | 70,000.00 | 70,000.00 | 120,000.00 | 120,000.00 | 78,000.00 | 78,000.00 |
| 0023 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 75.00 | 1,200.00 | 85.00 | 1,360.00 | 75.00 | 1,200.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,500.00 | 8,500.00 | 17,500.00 | 17,500.00 | 40,000.00 | 40,000.00 |
| 0025 | 804-01-00200 | Precast Concrete Piles (14") | 732 | LNFT | 100.00 | 73,200.00 | 75.00 | 54,900.00 | 65.00 | 47,580.00 |
| 0026 | 804-01-00300 | Precast Concrete Piles (16") | 1,200 | LNFT | 100.00 | 120,000.00 | 82.00 | 98,400.00 | 70.00 | 84,000.00 |
| 0027 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 1.00 | 2.00 | 1,500.00 | 3,000.00 | 5,000.00 | 10,000.00 |
| 0028 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 3 | SPAN | 32,000.00 | 96,000.00 | 25,000.00 | 75,000.00 | 34,000.00 | 102,000.00 |
| 0029 | 805-10-02100 | Bridge Superstructure and Substructure (28' Clear Roadway; 60 Degree Crossing) | 5 | SPAN | 32,000.00 | 160,000.00 | 28,500.00 | 142,500.00 | 38,000.00 | 190,000.00 |
| 0030 | NS-800-00040 | Concrete Approach Slabs 28' CLR RDWY 60 DEG CROSSING W/O ASPHALT | 2 | EACH | 9,000.00 | 18,000.00 | 8,500.00 | 17,000.00 | 9,500.00 | 19,000.00 |
| 0031 | NS-800-00040 | Concrete Approach Slabs 24' CLR RDWY 90 DEG CROSSING W/O ASPHALT | 2 | EACH | 9,000.00 | 18,000.00 | 8,500.00 | 17,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 734,116.00 | 784,912.00 | 862,350.00 | |||||||