Bid Tabulations
Letting of
12/16/2009
LA DOTD Headquarters
| Lead Project: 713-15-0101 | |
| Parish: Concordia | |
| Routes: | |
| Description: TURTLE LAKE BRIDGE | |
| Type Const: CLEARING AND GRUBBING, GRADING, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $728,860.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $559,599.00 |
| 2 | 49239 | W L Bass Construction Inc. | $599,660.00 |
| 3 | 18546 | C W & W Contractors, Inc. | $612,352.00 |
| 4 | 39580 | Gerace Construction Llc | $872,721.25 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - W L Bass Construction Inc. |
- 3 - C W & W Contractors, Inc. |
- 4 - Gerace 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 | 15,000.00 | 15,000.00 | 16,000.00 | 16,000.00 | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 108+50; 20.0' X 95.5' CONCRETE & TIMBER) | 1 | EACH | 28,000.00 | 28,000.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 23,000.00 | 23,000.00 | 30,000.00 | 30,000.00 | 55,000.00 | 55,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 17 | EACH | 18.00 | 306.00 | 1.00 | 17.00 | 10.00 | 170.00 | 20.00 | 340.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 120 | LNFT | 25.00 | 3,000.00 | 1.00 | 120.00 | 10.00 | 1,200.00 | 5.00 | 600.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 275.00 | 1,100.00 | 1.00 | 4.00 | 125.00 | 500.00 | 275.00 | 1,100.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 200 | LNFT | 2.50 | 500.00 | 1.00 | 200.00 | 3.00 | 600.00 | 3.50 | 700.00 |
| 0008 | 403-01-00100 | Aggregate Roadway Surfacing (Vehicular Measurement) | 181 | CUYD | 115.00 | 20,815.00 | 50.00 | 9,050.00 | 100.00 | 18,100.00 | 75.00 | 13,575.00 |
| 0009 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 61.00 | 6,100.00 | 55.00 | 5,500.00 | 70.00 | 7,000.00 | 65.00 | 6,500.00 |
| 0010 | 704-09-00100 | Guard Rail Anchor Sections (Turndown) | 100 | LNFT | 33.00 | 3,300.00 | 30.00 | 3,000.00 | 40.00 | 4,000.00 | 40.00 | 4,000.00 |
| 0011 | 705-01-00100 | Barbed Wire Fence | 678 | LNFT | 11.00 | 7,458.00 | 5.00 | 3,390.00 | 15.00 | 10,170.00 | 10.00 | 6,780.00 |
| 0012 | 705-06-00300 | Chain Link Fence (6-Foot Height) | 280 | LNFT | 30.00 | 8,400.00 | 20.00 | 5,600.00 | 20.00 | 5,600.00 | 30.00 | 8,400.00 |
| 0013 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 500 | SQYD | 55.00 | 27,500.00 | 60.00 | 30,000.00 | 85.00 | 42,500.00 | 65.00 | 32,500.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 500 | SQYD | 3.00 | 1,500.00 | 2.00 | 1,000.00 | 3.00 | 1,500.00 | 2.00 | 1,000.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 7,000.00 | 7,000.00 | 6,800.00 | 6,800.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 1.3 | TON | 1,100.00 | 1,430.00 | 2,000.00 | 2,600.00 | 2,500.00 | 3,250.00 | 1,200.00 | 1,560.00 |
| 0017 | 717-01-00100 | Seeding | 20 | LB | 20.00 | 400.00 | 20.00 | 400.00 | 100.00 | 2,000.00 | 35.00 | 700.00 |
| 0018 | 718-01-00100 | Fertilizer | 635 | LB | 2.00 | 1,270.00 | 2.00 | 1,270.00 | 3.00 | 1,905.00 | 2.75 | 1,746.25 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 55,000.00 | 55,000.00 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | 80,000.00 | 80,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 80.00 | 640.00 | 75.00 | 600.00 | 100.00 | 800.00 | 75.00 | 600.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 3,500.00 | 3,500.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 |
| 0022 | 804-01-00200 | Precast Concrete Piles (14") | 2,344 | LNFT | 45.00 | 105,480.00 | 86.00 | 201,584.00 | 99.00 | 232,056.00 | 105.00 | 246,120.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 1.00 | 1.00 | 500.00 | 500.00 |
| 0024 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 7 | SPAN | 31,000.00 | 217,000.00 | 28,000.00 | 196,000.00 | 22,000.00 | 154,000.00 | 36,000.00 | 252,000.00 |
| 0025 | NS-804-00001 | Vibration Monitoring | 24 | EACH | 100.00 | 2,400.00 | 1.00 | 24.00 | 500.00 | 12,000.00 | 3,500.00 | 84,000.00 |
| CONTRACTOR TOTAL | 559,599.00 | 599,660.00 | 612,352.00 | 872,721.25 | ||||||||