Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: 713-43-0112 | |
| Parish: Sabine | |
| Routes: | |
| Description: MARTHAVILLE ROAD BRIDGE OVER BAYOU DUPONT | |
| Type Const: CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $375,761.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48925 | David V. Temple | $358,336.06 |
| 2 | 09090 | Guinn Brothers, LLC. | $375,653.50 |
| 3 | 08815 | W. E. Mcdonald & Son, LLC. | $377,953.51 |
| 4 | 18546 | C W & W Contractors, Inc. | $390,756.00 |
| 5 | 01012 | Cecil D. Gassiott, LLC | $396,121.00 |
| 6 | 49239 | W L Bass Construction Inc. | $397,277.75 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - David V. Temple |
- 2 - Guinn Brothers, LLC. |
- 3 - W. E. Mcdonald & Son, LLC. |
- 4 - C W & W Contractors, 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 | 6,015.00 | 6,015.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 35+00;19.75' X 96.33' TIMBER BRIDGE) | 1 | EACH | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 9,600.00 | 9,600.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,050.00 | 20,050.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 7 | EACH | 15.00 | 105.00 | 10.00 | 70.00 | 10.00 | 70.00 | 50.00 | 350.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 6.50 | 260.00 | 0.00 | 0.00 | 25.00 | 1,000.00 | 10.00 | 400.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 | 100.00 | 400.00 | 250.00 | 1,000.00 | 150.00 | 600.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 528 | LNFT | 3.00 | 1,584.00 | 3.00 | 1,584.00 | 3.00 | 1,584.00 | 3.00 | 1,584.00 |
| 0008 | 302-01-00100 | Class II Base Course | 163.1 | CUYD | 69.95 | 11,408.85 | 85.00 | 13,863.50 | 115.00 | 18,756.50 | 100.00 | 16,310.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 62.30 | 6,230.00 | 0.00 | 0.00 | 1.00 | 100.00 | 25.00 | 2,500.00 |
| 0010 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 7.7 | CUYD | 62.30 | 479.71 | 200.00 | 1,540.00 | 500.00 | 3,850.00 | 100.00 | 770.00 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 127.2 | TON | 225.00 | 28,620.00 | 250.00 | 31,800.00 | 245.00 | 31,164.00 | 200.00 | 25,440.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 59.00 | 5,900.00 | 65.00 | 6,500.00 | 59.00 | 5,900.00 | 75.00 | 7,500.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 29.00 | 2,900.00 | 33.00 | 3,300.00 | 29.00 | 2,900.00 | 50.00 | 5,000.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 265 | LNFT | 8.50 | 2,252.50 | 10.00 | 2,650.00 | 10.00 | 2,650.00 | 10.00 | 2,650.00 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 182 | SQYD | 58.50 | 10,647.00 | 75.00 | 13,650.00 | 65.00 | 11,830.00 | 65.00 | 11,830.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 182 | SQYD | 3.00 | 546.00 | 5.00 | 910.00 | 3.00 | 546.00 | 1.00 | 182.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 2,500.00 | 1,000.00 | 2,500.00 | 1,000.00 | 2,500.00 | 1,000.00 | 2,500.00 | 1,000.00 |
| 0019 | 717-01-00100 | Seeding | 9 | LB | 50.00 | 450.00 | 25.00 | 225.00 | 75.00 | 675.00 | 20.00 | 180.00 |
| 0020 | 718-01-00100 | Fertilizer | 180 | LB | 4.00 | 720.00 | 2.00 | 360.00 | 2.00 | 360.00 | 1.00 | 180.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 26,000.00 | 26,000.00 | 35,000.00 | 35,000.00 | 25,000.00 | 25,000.00 | 45,000.00 | 45,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 71.00 | 568.00 | 100.00 | 800.00 | 71.00 | 568.00 | 85.00 | 680.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 |
| 0024 | 804-01-00200 | Precast Concrete Piles (14") | 900 | LNFT | 65.00 | 58,500.00 | 60.00 | 54,000.00 | 60.00 | 54,000.00 | 65.00 | 58,500.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 0.01 | 0.01 | 1,500.00 | 1,500.00 |
| 0026 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 28,500.00 | 142,500.00 | 28,000.00 | 140,000.00 | 28,000.00 | 140,000.00 | 21,000.00 | 105,000.00 |
| 0027 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 7,500.00 | 15,000.00 | 9,000.00 | 18,000.00 | 8,500.00 | 17,000.00 | 10,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 358,336.06 | 375,653.50 | 377,953.51 | 390,756.00 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Cecil D. Gassiott, LLC |
- 6 - W L Bass Construction Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 35+00;19.75' X 96.33' TIMBER BRIDGE) | 1 | EACH | 9,000.00 | 9,000.00 | 4,000.00 | 4,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 7 | EACH | 20.00 | 140.00 | 0.00 | 0.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 30.00 | 1,200.00 | 0.00 | 0.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 175.00 | 700.00 | 0.00 | 0.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 528 | LNFT | 3.50 | 1,848.00 | 0.00 | 0.00 |
| 0008 | 302-01-00100 | Class II Base Course | 163.1 | CUYD | 130.00 | 21,203.00 | 100.00 | 16,310.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 100.00 | 10,000.00 | 0.00 | 0.00 |
| 0010 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 7.7 | CUYD | 160.00 | 1,232.00 | 85.00 | 654.50 |
| 0011 | 502-01-00100 | Superpave Asphaltic Concrete | 127.2 | TON | 275.00 | 34,980.00 | 135.00 | 17,172.00 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 75.00 | 7,500.00 |
| 0013 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 34.00 | 3,400.00 | 30.00 | 3,000.00 |
| 0014 | 705-01-00100 | Barbed Wire Fence | 265 | LNFT | 9.00 | 2,385.00 | 8.25 | 2,186.25 |
| 0015 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 182 | SQYD | 60.00 | 10,920.00 | 60.00 | 10,920.00 |
| 0016 | 711-04-00100 | Geotextile Fabric | 182 | SQYD | 4.00 | 728.00 | 2.00 | 364.00 |
| 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 4,500.00 | 4,500.00 |
| 0018 | 716-01-00100 | Mulch (Vegetative) | 0.4 | TON | 2,600.00 | 1,040.00 | 2,000.00 | 800.00 |
| 0019 | 717-01-00100 | Seeding | 9 | LB | 55.00 | 495.00 | 10.00 | 90.00 |
| 0020 | 718-01-00100 | Fertilizer | 180 | LB | 4.50 | 810.00 | 1.00 | 180.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 50,000.00 | 50,000.00 | 39,000.00 | 39,000.00 |
| 0022 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 75.00 | 600.00 |
| 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 |
| 0024 | 804-01-00200 | Precast Concrete Piles (14") | 900 | LNFT | 66.00 | 59,400.00 | 100.00 | 90,000.00 |
| 0025 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 |
| 0026 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 5 | SPAN | 25,000.00 | 125,000.00 | 30,000.00 | 150,000.00 |
| 0027 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 7,000.00 | 14,000.00 | 8,500.00 | 17,000.00 |
| CONTRACTOR TOTAL | 396,121.00 | 397,277.75 | ||||||