Bid Tabulations
Letting of
09/28/2011
LA DOTD Headquarters
| Lead Project: H.000238.6 | |
| Parish: Jefferson | |
| Routes: US 90 | |
| Description: DRAIN CREEK BRIDGES ON US 90 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, REMOVAL OF DEBRIS, BRIDGE REHABILITATION, AND RELATED WORK | |
| Estimated Construction Cost: $1,043,309.21 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 48896 | Command Construction Industries LLC | $988,327.50 |
| 2 | 52550 | Gibbs & Register Inc. | $1,259,907.50 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Command Construction Industries LLC |
- 2 - Gibbs & Register Inc. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 50,000.00 | 50,000.00 | 1,500.00 | 1,500.00 |
| 0002 | 202-02-06000 | Removal of Concrete Approach Slabs | 213 | SQYD | 25.00 | 5,325.00 | 42.00 | 8,946.00 |
| 0003 | 202-02-06120 | Removal of Curbs (Asphalt) | 4,002.4 | LNFT | 5.00 | 20,012.00 | 7.00 | 28,016.80 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 836.7 | LNFT | 1.00 | 836.70 | 5.00 | 4,183.50 |
| 0005 | 202-02-26300 | Removal of Median / Island | 1,522.8 | SQYD | 1.00 | 1,522.80 | 9.00 | 13,705.20 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 213.2 | SQYD | 25.00 | 5,330.00 | 12.00 | 2,558.40 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 50,000.00 | 50,000.00 | 151,275.00 | 151,275.00 |
| 0008 | 203-08-00100 | Geotextile Fabric | 3,740 | SQYD | 1.00 | 3,740.00 | 4.00 | 14,960.00 |
| 0009 | 204-02-00100 | Temporary Hay or Straw Bales | 56 | EACH | 10.00 | 560.00 | 15.00 | 840.00 |
| 0010 | 204-03-00100 | Temporary Slope Drains | 320 | LNFT | 10.00 | 3,200.00 | 5.00 | 1,600.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 1,656 | LNFT | 3.00 | 4,968.00 | 2.00 | 3,312.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 48.4 | TON | 200.00 | 9,680.00 | 250.00 | 12,100.00 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 387.4 | TON | 200.00 | 77,480.00 | 250.00 | 96,850.00 |
| 0014 | 509-01-00100 | Cold Planing Asphaltic Pavement | 400.1 | SQYD | 10.00 | 4,001.00 | 32.00 | 12,803.20 |
| 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -33 | CUYD | 1.00 | -33.00 | 1.00 | -33.00 |
| 0016 | 701-05-03040 | Side Drain Pipe (Bridge Drains) (18" PP/CMP) | 247 | LNFT | 100.00 | 24,700.00 | 60.00 | 14,820.00 |
| 0017 | 702-03-00100 | Catch Basins (CB-01) | 8 | EACH | 3,000.00 | 24,000.00 | 3,000.00 | 24,000.00 |
| 0018 | 703-03-00100 | Perforated Pipe Underdrains | 196 | LNFT | 25.00 | 4,900.00 | 30.00 | 5,880.00 |
| 0019 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 305.2 | LNFT | 30.00 | 9,156.00 | 30.00 | 9,156.00 |
| 0020 | 704-03-00100 | Blocked Out Guard Rail | 475 | LNFT | 17.00 | 8,075.00 | 20.00 | 9,500.00 |
| 0021 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 100.00 | 10,000.00 | 60.00 | 6,000.00 |
| 0022 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 |
| 0023 | 706-02-00300 | Concrete Drive (8" Thick) | 34.4 | SQYD | 60.00 | 2,064.00 | 75.00 | 2,580.00 |
| 0024 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 77.6 | SQYD | 50.00 | 3,880.00 | 70.00 | 5,432.00 |
| 0025 | 707-01-00100 | Concrete Curb | 4,002.4 | LNFT | 10.00 | 40,024.00 | 12.00 | 48,028.80 |
| 0026 | 712-04-00100 | Flexible Revetment | 2,126 | SQYD | 70.00 | 148,820.00 | 55.00 | 116,930.00 |
| 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 1,000.00 | 1,000.00 | 97,000.00 | 97,000.00 |
| 0028 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 0.2 | MILE | 7,500.00 | 1,500.00 | 14,000.00 | 2,800.00 |
| 0029 | 725-01-00100 | Temporary Detour Roads | 1,693 | SQYD | 75.00 | 126,975.00 | 70.00 | 118,510.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 120,000.00 | 120,000.00 |
| 0031 | 729-01-00100 | Sign (Type A) | 64 | SQFT | 30.00 | 1,920.00 | 25.00 | 1,600.00 |
| 0032 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 90.00 | 360.00 |
| 0033 | 731-02-00100 | Reflectorized Raised Pavement Markers | 40 | EACH | 10.00 | 400.00 | 15.00 | 600.00 |
| 0034 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.878 | MILE | 3,500.00 | 3,073.00 | 4,800.00 | 4,214.40 |
| 0035 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.06 | MILE | 2,000.00 | 120.00 | 2,800.00 | 168.00 |
| 0036 | 732-05-00100 | Removal of Existing Markings | 0.758 | MILE | 2,500.00 | 1,895.00 | 3,400.00 | 2,577.20 |
| 0037 | 739-01-00100 | Hydro-Seeding | 0.39 | ACRE | 3,500.00 | 1,365.00 | 4,000.00 | 1,560.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,000.00 | 1,000.00 | 14,000.00 | 14,000.00 |
| 0039 | 813-01-00100 | Concrete Approach Slabs | 439.6 | SQYD | 125.00 | 54,950.00 | 275.00 | 120,890.00 |
| 0040 | NS-202-00002 | Removal of Debris (Bridge Deck) | 1 | LUMP | 5,000.00 | 5,000.00 | 500.00 | 500.00 |
| 0041 | NS-202-00006 | Removal of Debris (Bridge Substructure) | 1 | LUMP | 5,000.00 | 5,000.00 | 500.00 | 500.00 |
| 0042 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 96 | LNFT | 10.00 | 960.00 | 11.00 | 1,056.00 |
| 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 5,628 | INLF | 1.00 | 5,628.00 | 1.00 | 5,628.00 |
| 0044 | NS-805-00020 | Bridge Substructure Repair (WINGWALL REPAIR) | 2 | EACH | 2,500.00 | 5,000.00 | 7,500.00 | 15,000.00 |
| 0045 | NS-805-00020 | Bridge Substructure Repair (RISER REPLACEMENT) | 2 | EACH | 75,000.00 | 150,000.00 | 75,000.00 | 150,000.00 |
| CONTRACTOR TOTAL | 988,327.50 | 1,259,907.50 | ||||||