Bid Tabulations
Letting of
06/26/2013
LA DOTD Headquarters
| Lead Project: H.004010.6 | |
| Parish: Concordia | |
| Routes: | |
| Description: JOHN WILLIAMSON ROAD BRIDGE OVER CREEK | |
| Type Const: CLEARING AND GRUBBING, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, DRAINAGE STRUCTURES, CLASS II BASE COURSE AND RELATED WORK. | |
| Estimated Construction Cost: $254,011.70 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 32044 | Quality Design & Construction, LLC | $288,403.90 |
| 2 | 38516 | Dozer, LLC | $322,379.00 |
| 3 | 50512 | HCI Construction Group, Inc. | $339,934.68 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Quality Design & Construction, LLC |
- 2 - Dozer, LLC |
- 3 - HCI Construction Group, Inc. |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 7,530.00 | 7,530.00 | 10,000.00 | 10,000.00 | 12,400.00 | 12,400.00 |
| 0002 | 202-02-04000 | Removal of Bridge (STA 15+29 - 27.5' X 57' PRECAST CONCRETE BRIDGE) | 1 | EACH | 9,940.00 | 9,940.00 | 12,000.00 | 12,000.00 | 22,374.00 | 22,374.00 |
| 0003 | 202-02-38500 | Removal of Surfacing and Stablized Base | 129 | SQYD | 37.70 | 4,863.30 | 20.00 | 2,580.00 | 15.50 | 1,999.50 |
| 0004 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 24,200.00 | 24,200.00 | 10,000.00 | 10,000.00 | 19,920.00 | 19,920.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 4 | EACH | 5.00 | 20.00 | 20.00 | 80.00 | 350.00 | 1,400.00 |
| 0006 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 3 | EACH | 33.00 | 99.00 | 200.00 | 600.00 | 350.00 | 1,050.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 289 | LNFT | 1.00 | 289.00 | 8.00 | 2,312.00 | 15.74 | 4,548.86 |
| 0008 | 302-01-00100 | Class II Base Course | 87.9 | CUYD | 110.00 | 9,669.00 | 85.00 | 7,471.50 | 152.26 | 13,383.65 |
| 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 9 | CUYD | 109.00 | 981.00 | 100.00 | 900.00 | 1,020.44 | 9,183.96 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete | 74.3 | TON | 264.00 | 19,615.20 | 330.00 | 24,519.00 | 267.29 | 19,859.65 |
| 0011 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 171 | LNFT | 35.00 | 5,985.00 | 65.00 | 11,115.00 | 66.56 | 11,381.76 |
| 0012 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 4,010.00 | 4,010.00 | 2,500.00 | 2,500.00 | 2,500.00 | 2,500.00 |
| 0013 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 11,100.00 | 11,100.00 | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 |
| 0014 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 2,470.00 | 494.00 | 600.00 | 120.00 | 2,500.00 | 500.00 |
| 0015 | 717-01-00100 | Seeding | 5 | LB | 16.00 | 80.00 | 100.00 | 500.00 | 360.00 | 1,800.00 |
| 0016 | 718-01-00100 | Fertilizer | 110 | LB | 2.80 | 308.00 | 5.00 | 550.00 | 6.36 | 699.60 |
| 0017 | 726-01-00100 | Bedding Material | 95.4 | CUYD | 143.00 | 13,642.20 | 125.00 | 11,925.00 | 25.00 | 2,385.00 |
| 0018 | 727-01-00100 | Mobilization | 1 | LUMP | 11,900.00 | 11,900.00 | 25,000.00 | 25,000.00 | 8,000.00 | 8,000.00 |
| 0019 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 128.00 | 512.00 | 350.00 | 1,400.00 | 250.00 | 1,000.00 |
| 0020 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,780.00 | 5,780.00 | 12,000.00 | 12,000.00 | 2,500.00 | 2,500.00 |
| 0021 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 28.53 | CUYD | 1,200.00 | 34,236.00 | 1,500.00 | 42,795.00 | 1,211.67 | 34,568.95 |
| 0022 | 805-12-03040 | Reinforced Concrete Box Culverts (8' x 6') | 200 | LNFT | 590.00 | 118,000.00 | 685.00 | 137,000.00 | 818.62 | 163,724.00 |
| 0023 | 806-01-00100 | Deformed Reinforcing Steel | 2,341 | LB | 2.20 | 5,150.20 | 1.50 | 3,511.50 | 0.75 | 1,755.75 |
| CONTRACTOR TOTAL | 288,403.90 | 322,379.00 | 339,934.68 | |||||||