Bid Tabulations
Letting of
07/28/2010
LA DOTD Headquarters
| Lead Project: 005-07-0057 | |
| Parish: Lafourche | |
| Routes: LA 182 | |
| Description: LA HIGHWAY 182 DRAIN CANAL BRIDGE REPLACEMENT | |
| Type Const: CLEARING AND GRUBBING, GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $835,419.67 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $968,802.83 |
| 2 | 01012 | Cecil D. Gassiott, LLC | $996,403.35 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - Cecil D. Gassiott, LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 25,000.00 | 25,000.00 | 6,000.00 | 6,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge sta. 108+72.08, 60'x24' timber trestle bridge | 1 | EACH | 85,000.00 | 85,000.00 | 35,000.00 | 35,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 850 | SQYD | 10.00 | 8,500.00 | 20.00 | 17,000.00 |
| 0005 | 203-01-00100 | General Excavation | 667 | CUYD | 12.00 | 8,004.00 | 10.00 | 6,670.00 |
| 0006 | 203-02-00100 | Drainage Excavation | 94 | CUYD | 17.00 | 1,598.00 | 22.50 | 2,115.00 |
| 0007 | 203-03-00100 | Embankment | 249 | CUYD | 25.00 | 6,225.00 | 25.00 | 6,225.00 |
| 0008 | 204-02-00100 | Temporary Hay or Straw Bales | 24 | EACH | 15.00 | 360.00 | 15.00 | 360.00 |
| 0009 | 204-03-00100 | Temporary Slope Drains | 30 | LNFT | 20.00 | 600.00 | 35.00 | 1,050.00 |
| 0010 | 204-06-00100 | Temporary Silt Fencing | 1,280 | LNFT | 2.20 | 2,816.00 | 2.50 | 3,200.00 |
| 0011 | 302-02-03000 | Class II Base Course (8" Thick) | 2,572.89 | SQYD | 27.00 | 69,468.03 | 25.00 | 64,322.25 |
| 0012 | 304-05-00100 | Lime Treatment (Type E) | 32.32 | TON | 400.00 | 12,928.00 | 200.00 | 6,464.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 50 | CUYD | 75.00 | 3,750.00 | 100.00 | 5,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 940.3 | TON | 135.00 | 126,940.50 | 150.00 | 141,045.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 89.4 | TON | 135.00 | 12,069.00 | 175.00 | 15,645.00 |
| 0016 | 704-03-00100 | Blocked Out Guard Rail | 156.3 | LNFT | 15.00 | 2,344.50 | 16.00 | 2,500.80 |
| 0017 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 91.7 | LNFT | 60.00 | 5,502.00 | 65.00 | 5,960.50 |
| 0018 | 704-11-00200 | Guard Rail End Treatment (Tangent) | 2 | EACH | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 |
| 0019 | 708-01-00100 | Right-of-Way Monument | 14 | EACH | 300.00 | 4,200.00 | 500.00 | 7,000.00 |
| 0020 | 708-02-00100 | Right-of-Way Monument Witness Post | 14 | EACH | 200.00 | 2,800.00 | 250.00 | 3,500.00 |
| 0021 | 712-04-00100 | Flexible Revetment | 245 | SQYD | 100.00 | 24,500.00 | 90.00 | 22,050.00 |
| 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 28,000.00 | 28,000.00 | 35,000.00 | 35,000.00 |
| 0023 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 86,000.00 | 86,000.00 |
| 0024 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 65.00 | 260.00 | 70.00 | 280.00 |
| 0025 | 731-02-00100 | Reflectorized Raised Pavement Markers | 18 | EACH | 5.25 | 94.50 | 40.00 | 720.00 |
| 0026 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 0.231 | MILE | 2,000.00 | 462.00 | 7,000.00 | 1,617.00 |
| 0027 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.31 | MILE | 850.00 | 263.50 | 3,000.00 | 930.00 |
| 0028 | 739-01-00100 | Hydro-Seeding | 0.31 | ACRE | 4,000.00 | 1,240.00 | 4,000.00 | 1,240.00 |
| 0029 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 |
| 0030 | 804-01-00600 | Precast Concrete Piles (24") | 1,520 | LNFT | 100.00 | 152,000.00 | 120.00 | 182,400.00 |
| 0031 | 805-01-00700 | Class A Concrete (Bents) | 50.8 | CUYD | 1,200.00 | 60,960.00 | 950.00 | 48,260.00 |
| 0032 | 805-03-00100 | Class AA Concrete | 105 | CUYD | 900.00 | 94,500.00 | 1,250.00 | 131,250.00 |
| 0033 | 806-01-00100 | Deformed Reinforcing Steel | 29,122 | LB | 0.90 | 26,209.80 | 1.00 | 29,122.00 |
| 0034 | 810-01-00100 | Concrete Railing (Standard Barrier) | 60 | LNFT | 65.00 | 3,900.00 | 70.00 | 4,200.00 |
| 0035 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 60 | LNFT | 72.00 | 4,320.00 | 75.00 | 4,500.00 |
| 0036 | 813-01-00100 | Concrete Approach Slabs | 364.44 | SQYD | 200.00 | 72,888.00 | 220.00 | 80,176.80 |
| 0037 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,050.00 | 2,100.00 | 1,100.00 | 2,200.00 |
| CONTRACTOR TOTAL | 968,802.83 | 996,403.35 | ||||||