Bid Tabulations
Letting of
06/26/2013
LA DOTD Headquarters
| Lead Project: H.006323.6 | |
| Parish: Union | |
| Routes: | |
| Description: DEAN HAILE ROAD BRIDGE OVER FINCH BAYOU | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE SURFACING, CONCRETE SLAB SPAN BRIDGE (CAST IN PLACE) and RELATED ITEMS. | |
| Estimated Construction Cost: $396,823.00 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 49864 | Terral Construction L.L.C. | $340,030.20 |
| 2 | 23112 | Ben Allen, Inc. | $352,604.00 |
| 3 | 18546 | C W & W Contractors, Inc. | $354,081.00 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Terral Construction L.L.C. |
- 2 - Ben Allen, Inc. |
- 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 | 38,000.00 | 38,000.00 | 9,500.00 | 9,500.00 | 20,000.00 | 20,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 100+00, 20.9 X 57.9 TIMBER BRIDGE | 1 | EACH | 6,000.00 | 6,000.00 | 4,000.00 | 4,000.00 | 15,000.00 | 15,000.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 20,000.00 | 20,000.00 | 18,000.00 | 18,000.00 | 9,000.00 | 9,000.00 |
| 0004 | 204-02-00100 | Temporary Hay or Straw Bales | 10 | EACH | 60.00 | 600.00 | 0.00 | 0.00 | 14.00 | 140.00 |
| 0005 | 204-03-00100 | Temporary Slope Drains | 40 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 18.00 | 720.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 950 | LNFT | 2.00 | 1,900.00 | 3.00 | 2,850.00 | 4.00 | 3,800.00 |
| 0007 | 302-01-00100 | Class II Base Course | 211.7 | CUYD | 100.00 | 21,170.00 | 105.00 | 22,228.50 | 120.00 | 25,404.00 |
| 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 100.00 | 600.00 | 105.00 | 630.00 | 120.00 | 720.00 |
| 0009 | 502-01-00100 | Superpave Asphaltic Concrete | 165.1 | TON | 212.00 | 35,001.20 | 165.00 | 27,241.50 | 160.00 | 26,416.00 |
| 0010 | 704-03-00100 | Blocked Out Guard Rail | 50 | LNFT | 20.50 | 1,025.00 | 18.00 | 900.00 | 21.00 | 1,050.00 |
| 0011 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 65.00 | 6,500.00 | 60.00 | 6,000.00 | 66.00 | 6,600.00 |
| 0012 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 4 | EACH | 2,500.00 | 10,000.00 | 2,200.00 | 8,800.00 | 2,100.00 | 8,400.00 |
| 0013 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 371 | SQYD | 6.00 | 2,226.00 | 65.00 | 24,115.00 | 63.00 | 23,373.00 |
| 0014 | 711-04-00100 | Geotextile Fabric | 371 | SQYD | 2.00 | 742.00 | 3.00 | 1,113.00 | 4.00 | 1,484.00 |
| 0015 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 0016 | 716-01-00100 | Mulch (Vegetative) | 0.5 | TON | 1,000.00 | 500.00 | 1,100.00 | 550.00 | 1,200.00 | 600.00 |
| 0017 | 717-01-00100 | Seeding | 10 | LB | 10.00 | 100.00 | 25.00 | 250.00 | 10.00 | 100.00 |
| 0018 | 718-01-00100 | Fertilizer | 233 | LB | 2.00 | 466.00 | 2.00 | 466.00 | 1.00 | 233.00 |
| 0019 | 727-01-00100 | Mobilization | 1 | LUMP | 15,200.00 | 15,200.00 | 25,000.00 | 25,000.00 | 27,000.00 | 27,000.00 |
| 0020 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 80.00 | 320.00 | 80.00 | 320.00 |
| 0021 | 740-01-00100 | Construction Layout | 1 | LUMP | 4,000.00 | 4,000.00 | 3,000.00 | 3,000.00 | 7,000.00 | 7,000.00 |
| 0022 | 804-01-00300 | Precast Concrete Piles (16") | 960 | LNFT | 60.00 | 57,600.00 | 59.00 | 56,640.00 | 72.00 | 69,120.00 |
| 0023 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 1.00 | 1.00 |
| 0024 | 805-10-01320 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) (Cast-in-Place) | 4 | SPAN | 25,000.00 | 100,000.00 | 29,500.00 | 118,000.00 | 22,000.00 | 88,000.00 |
| 0025 | NS-800-00040 | Concrete Approach Slabs (24' RDWY, 90 DEG CROSSING) (WITHOUT ASPHALT) | 2 | EACH | 7,000.00 | 14,000.00 | 9,000.00 | 18,000.00 | 5,800.00 | 11,600.00 |
| CONTRACTOR TOTAL | 340,030.20 | 352,604.00 | 354,081.00 | |||||||