Bid Tabulations
Letting of
09/22/2010
LA DOTD Headquarters
| Lead Project: 713-02-0130 | |
| Parish: Allen | |
| Routes: | |
| Description: GUIDRY ROAD BRIDGE OVER BAYOU NEZPIQUE RELIEF | |
| Type Const: CLEARING AND GRUBBING, GRADING, TIMBER BRIDGE REMOVAL, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CAST-IN-PLACE CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $489,280.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $393,999.50 |
| 2 | 09090 | Guinn Brothers, LLC. | $430,936.50 |
| 3 | 48925 | David V. Temple | $459,169.20 |
| 4 | 01012 | Cecil D. Gassiott, LLC | $537,150.80 |
| 5 | 49239 | W L Bass Construction Inc. | $793,689.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Guinn Brothers, LLC. |
- 3 - David V. Temple |
- 4 - Cecil D. Gassiott, 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 | 25,000.00 | 25,000.00 | 14,000.00 | 14,000.00 | 7,500.00 | 7,500.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 85+30;18.3' X 69.7' TIMBER BRIDGE) | 1 | EACH | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 5,500.00 | 5,500.00 | 35,000.00 | 35,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 25,555.00 | 25,555.00 | 4,800.00 | 4,800.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 5 | EACH | 100.00 | 500.00 | 10.00 | 50.00 | 16.50 | 82.50 | 10.00 | 50.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 25.00 | 1,000.00 | 1.00 | 40.00 | 20.00 | 800.00 | 20.00 | 800.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 500.00 | 2,000.00 | 100.00 | 400.00 | 175.00 | 700.00 | 180.00 | 720.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 932 | LNFT | 3.00 | 2,796.00 | 3.00 | 2,796.00 | 2.50 | 2,330.00 | 2.65 | 2,469.80 |
| 0008 | 302-01-00100 | Class II Base Course | 192 | CUYD | 95.00 | 18,240.00 | 95.00 | 18,240.00 | 75.00 | 14,400.00 | 122.00 | 23,424.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 1,000.00 | 2,000.00 | 250.00 | 500.00 | 175.00 | 350.00 | 250.00 | 500.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 149.7 | TON | 165.00 | 24,700.50 | 185.00 | 27,694.50 | 210.00 | 31,437.00 | 200.00 | 29,940.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 58.00 | 5,800.00 | 62.00 | 6,200.00 | 75.00 | 7,500.00 | 65.00 | 6,500.00 |
| 0012 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 32.00 | 3,200.00 | 36.00 | 3,600.00 | 35.00 | 3,500.00 | 35.00 | 3,500.00 |
| 0013 | 705-01-00100 | Barbed Wire Fence | 120 | LNFT | 15.00 | 1,800.00 | 10.00 | 1,200.00 | 11.11 | 1,333.20 | 12.00 | 1,440.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 408 | SQYD | 70.00 | 28,560.00 | 75.00 | 30,600.00 | 100.00 | 40,800.00 | 80.00 | 32,640.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 408 | SQYD | 3.00 | 1,224.00 | 5.00 | 2,040.00 | 3.75 | 1,530.00 | 4.00 | 1,632.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 8,900.00 | 8,900.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 7,500.00 | 7,500.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 5,000.00 | 1,000.00 | 4,000.00 | 800.00 | 5,555.00 | 1,111.00 | 5,000.00 | 1,000.00 |
| 0018 | 717-01-00100 | Seeding | 5 | LB | 50.00 | 250.00 | 15.00 | 75.00 | 82.50 | 412.50 | 75.00 | 375.00 |
| 0019 | 718-01-00100 | Fertilizer | 120 | LB | 10.00 | 1,200.00 | 1.00 | 120.00 | 3.30 | 396.00 | 3.50 | 420.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 25,000.00 | 25,000.00 | 38,000.00 | 38,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 100.00 | 800.00 | 704.00 | 5,632.00 | 85.00 | 680.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,500.00 | 4,500.00 | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 |
| 0023 | 804-01-00200 | Precast Concrete Piles (14") | 1,296 | LNFT | 53.00 | 68,688.00 | 55.00 | 71,280.00 | 50.00 | 64,800.00 | 60.00 | 77,760.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 |
| 0025 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 24,500.00 | 122,500.00 | 32,500.00 | 162,500.00 | 32,500.00 | 162,500.00 | 45,000.00 | 225,000.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,000.00 | 16,000.00 | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 | 9,000.00 | 18,000.00 |
| CONTRACTOR TOTAL | 393,999.50 | 430,936.50 | 459,169.20 | 537,150.80 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - W L Bass Construction Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 50,000.00 | 50,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 85+30;18.3' X 69.7' TIMBER BRIDGE) | 1 | EACH | 8,500.00 | 8,500.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 35,000.00 | 35,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 5 | EACH | 0.00 | 0.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 0.00 | 0.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 0.00 | 0.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 932 | LNFT | 0.00 | 0.00 |
| 0008 | 302-01-00100 | Class II Base Course | 192 | CUYD | 125.00 | 24,000.00 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 2 | CUYD | 85.00 | 170.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 149.7 | TON | 225.00 | 33,682.50 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 |
| 0012 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 75.00 | 7,500.00 |
| 0013 | 705-01-00100 | Barbed Wire Fence | 120 | LNFT | 5.00 | 600.00 |
| 0014 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 408 | SQYD | 85.00 | 34,680.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 408 | SQYD | 2.00 | 816.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,500.00 | 5,500.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 2,000.00 | 400.00 |
| 0018 | 717-01-00100 | Seeding | 5 | LB | 20.00 | 100.00 |
| 0019 | 718-01-00100 | Fertilizer | 120 | LB | 2.00 | 240.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 185,000.00 | 185,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 |
| 0022 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0023 | 804-01-00200 | Precast Concrete Piles (14") | 1,296 | LNFT | 150.00 | 194,400.00 |
| 0024 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 |
| 0025 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 5 | SPAN | 35,000.00 | 175,000.00 |
| 0026 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 793,689.50 | |||||