Bid Tabulations
Letting of
06/09/2010
LA DOTD Headquarters
| Lead Project: 713-43-0111 | |
| Parish: Sabine | |
| Routes: | |
| Description: TOBE NABOURS ROAD BRIDGE OVER HURRICANE CREEK | |
| Type Const: GRADING, AGGREGATE SURFACING, CONCRETE SLAB SPAN BRIDGE AND RELATED WORK | |
| Estimated Construction Cost: $537,300.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 08815 | W. E. Mcdonald & Son, LLC. | $449,697.00 |
| 2 | 09090 | Guinn Brothers, LLC. | $500,552.00 |
| 3 | 18546 | C W & W Contractors, Inc. | $554,596.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - W. E. Mcdonald & Son, LLC. |
- 2 - Guinn Brothers, LLC. |
- 3 - C W & W Contractors, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STA 15+00;23.02' X 113.7' TIMBER BRIDGE) | 1 | EACH | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | 7,500.00 | 7,500.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 15 | EACH | 10.00 | 150.00 | 10.00 | 150.00 | 10.00 | 150.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 60 | LNFT | 20.00 | 1,200.00 | 0.00 | 0.00 | 10.00 | 600.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 515 | LNFT | 3.00 | 1,545.00 | 4.00 | 2,060.00 | 3.00 | 1,545.00 |
| 0007 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 50.00 | 5,000.00 | 0.00 | 0.00 | 100.00 | 10,000.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 71.6 | CUYD | 50.00 | 3,580.00 | 80.00 | 5,728.00 | 100.00 | 7,160.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 58.00 | 5,800.00 | 65.00 | 6,500.00 | 75.00 | 7,500.00 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 30.00 | 3,000.00 | 35.00 | 3,500.00 | 40.00 | 4,000.00 |
| 0011 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 278 | SQYD | 85.00 | 23,630.00 | 80.00 | 22,240.00 | 95.00 | 26,410.00 |
| 0012 | 711-04-00100 | Geotextile Fabric | 278 | SQYD | 3.50 | 973.00 | 5.00 | 1,390.00 | 3.00 | 834.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,500.00 | 12,500.00 | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 |
| 0014 | 716-01-00100 | Mulch (Vegetative) | 0.7 | TON | 1,200.00 | 840.00 | 2,000.00 | 1,400.00 | 3,000.00 | 2,100.00 |
| 0015 | 717-01-00100 | Seeding | 19 | LB | 20.00 | 380.00 | 15.00 | 285.00 | 50.00 | 950.00 |
| 0016 | 718-01-00100 | Fertilizer | 370 | LB | 1.00 | 370.00 | 1.00 | 370.00 | 3.00 | 1,110.00 |
| 0017 | 727-01-00100 | Mobilization | 1 | LUMP | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 |
| 0018 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 75.00 | 600.00 | 100.00 | 800.00 | 100.00 | 800.00 |
| 0019 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 8,000.00 | 8,000.00 | 8,000.00 | 8,000.00 |
| 0020 | 804-01-00300 | Precast Concrete Piles (16") | 1,296 | LNFT | 93.00 | 120,528.00 | 68.00 | 88,128.00 | 91.00 | 117,936.00 |
| 0021 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 | 1.00 |
| 0022 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 7 | SPAN | 29,000.00 | 203,000.00 | 35,000.00 | 245,000.00 | 32,000.00 | 224,000.00 |
| 0023 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 8,800.00 | 17,600.00 | 10,000.00 | 20,000.00 | 12,000.00 | 24,000.00 |
| CONTRACTOR TOTAL | 449,697.00 | 500,552.00 | 554,596.00 | |||||||