Bid Tabulations
Letting of
09/29/2010
LA DOTD Headquarters
| Lead Project: 050-07-0072 | |
| Parish: West Baton Rouge | |
| Routes: LA 1 | |
| Description: ICWW - US 190 | |
| Type Const: GRADING, PAVEMENT PATCHING, CLASS II BASE COURSE, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, RUBBLIZING PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK | |
| Estimated Construction Cost: $2,997,031.25 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 00481 | Coastal Bridge Co., L.L.C. | $2,357,959.18 |
| 2 | 00849 | F.G. Sullivan, Jr. Contractor LLC | $2,729,498.30 |
| 3 | 00046 | Barber Bros. Contracting Co., L.L.C | $2,945,889.20 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Coastal Bridge Co., L.L.C. |
- 2 - F.G. Sullivan, Jr. Contractor LLC |
- 3 - Barber Bros. Contracting Co., L.L.C |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 4,533 | SQYD | 10.00 | 45,330.00 | 10.00 | 45,330.00 | 15.00 | 67,995.00 |
| 0002 | 202-02-38500 | Removal of Surfacing and Stablized Base | 4,533 | SQYD | 5.00 | 22,665.00 | 10.00 | 45,330.00 | 10.00 | 45,330.00 |
| 0003 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 51,300.00 | 51,300.00 | 15,000.00 | 15,000.00 |
| 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,317 | CUYD | 20.00 | 26,340.00 | 10.00 | 13,170.00 | 25.00 | 32,925.00 |
| 0005 | 204-02-00100 | Temporary Hay or Straw Bales | 100 | EACH | 0.01 | 1.00 | 10.00 | 1,000.00 | 20.00 | 2,000.00 |
| 0006 | 204-06-00100 | Temporary Silt Fencing | 15,758 | LNFT | 0.01 | 157.58 | 1.40 | 22,061.20 | 1.60 | 25,212.80 |
| 0007 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 2,131.6 | CUYD | 78.00 | 166,264.80 | 60.00 | 127,896.00 | 100.00 | 213,160.00 |
| 0008 | 502-01-00100 | Superpave Asphaltic Concrete | 11,461.8 | TON | 67.00 | 767,940.60 | 90.00 | 1,031,562.00 | 85.00 | 974,253.00 |
| 0009 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 809.6 | TON | 1.00 | 809.60 | 100.00 | 80,960.00 | 160.00 | 129,536.00 |
| 0010 | 508-01-00100 | Asphalt Concrete (SMA) Wearing Course | 3,035.7 | TON | 115.00 | 349,105.50 | 100.00 | 303,570.00 | 150.00 | 455,355.00 |
| 0011 | 509-01-00100 | Cold Planing Asphaltic Pavement | 34,552 | SQYD | 3.60 | 124,387.20 | 3.25 | 112,294.00 | 3.00 | 103,656.00 |
| 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,112 | CUYD | 0.10 | -211.20 | 0.00 | 0.00 | 0.00 | 0.00 |
| 0013 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 50 | SQYD | 100.00 | 5,000.00 | 100.00 | 5,000.00 | 120.00 | 6,000.00 |
| 0014 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 1,000 | SQYD | 250.00 | 250,000.00 | 220.00 | 220,000.00 | 175.00 | 175,000.00 |
| 0015 | 703-01-00100 | Shoulder Underdrain Systems | 7,879 | LNFT | 13.75 | 108,336.25 | 14.00 | 110,306.00 | 15.00 | 118,185.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 55,000.00 | 55,000.00 | 150,000.00 | 150,000.00 | 120,000.00 | 120,000.00 |
| 0017 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 1,743 | LNFT | 0.25 | 435.75 | 0.10 | 174.30 | 0.30 | 522.90 |
| 0018 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.75 | MILE | 1.00 | 7.75 | 400.00 | 3,100.00 | 600.00 | 4,650.00 |
| 0019 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 7.75 | MILE | 1.00 | 7.75 | 100.00 | 775.00 | 600.00 | 4,650.00 |
| 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 9.3 | MILE | 1.00 | 9.30 | 100.00 | 930.00 | 1,000.00 | 9,300.00 |
| 0021 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 142,000.00 | 142,000.00 | 200,000.00 | 200,000.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 283 | EACH | 5.25 | 1,485.75 | 5.25 | 1,485.75 | 6.00 | 1,698.00 |
| 0023 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 581 | LNFT | 1.35 | 784.35 | 1.25 | 726.25 | 2.00 | 1,162.00 |
| 0024 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.1 | MILE | 2,500.00 | 7,750.00 | 2,500.00 | 7,750.00 | 3,000.00 | 9,300.00 |
| 0025 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.838 | MILE | 850.00 | 712.30 | 850.00 | 712.30 | 1,000.00 | 838.00 |
| 0026 | 734-01-00100 | Rubblizing Portland Cement Concrete Pavement | 16,477 | SQYD | 4.00 | 65,908.00 | 4.00 | 65,908.00 | 2.50 | 41,192.50 |
| 0027 | 739-01-00100 | Hydro-Seeding | 1.45 | ACRE | 1,150.00 | 1,667.50 | 1,150.00 | 1,667.50 | 2,000.00 | 2,900.00 |
| 0028 | 740-01-00100 | Construction Layout | 1 | LUMP | 24,500.00 | 24,500.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 |
| 0029 | NS-500-00300 | Traffic Maintenance Superpave Asphaltic Concrete | 509.4 | TON | 1.00 | 509.40 | 100.00 | 50,940.00 | 120.00 | 61,128.00 |
| 0030 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 76,440 | INLF | 0.75 | 57,330.00 | 1.25 | 95,550.00 | 1.00 | 76,440.00 |
| 0031 | NS-713-00001 | Dynamic Message Sign Unit | 2 | EACH | 4,800.00 | 9,600.00 | 5,000.00 | 10,000.00 | 16,000.00 | 32,000.00 |
| 0032 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 3 | MILE | 375.00 | 1,125.00 | 1,000.00 | 3,000.00 | 500.00 | 1,500.00 |
| CONTRACTOR TOTAL | 2,357,959.18 | 2,729,498.30 | 2,945,889.20 | |||||||