Bid Tabulations
Letting of
06/12/2013
LA DOTD Headquarters
| Lead Project: H.006006.6 | |
| Parish: Assumption | |
| Routes: | |
| Description: HIGHWAY 400 BRIDGE OVER CANCIENNE CANAL | |
| Type Const: GRADING, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE, CONCRETE SLAB SPAN BRIDGE and RELATED WORK. | |
| Estimated Construction Cost: $622,329.50 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 40312 | Gray Construction Corp. | $568,298.66 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $668,002.40 |
| 3 | 00044 | Guinn Construction, LLC | $691,933.50 |
| 4 | 39462 | Jb James Construction Llc | $729,217.20 |
| 5 | 33678 | Sealevel Construction Inc. | $878,279.40 |
| 6 | 34567 | James Construction Group LLC | $971,122.10 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gray Construction Corp. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Guinn Construction, LLC |
- 4 - Jb James Construction Llc |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 5,000.00 | 5,000.00 | 6,000.00 | 6,000.00 | 5,000.00 | 5,000.00 | 25,500.00 | 25,500.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions (INCLUDES EXISTING GUARD RAILS AND ASPHALT DRIVES) | 1 | LUMP | 500.00 | 500.00 | 2,000.00 | 2,000.00 | 6,000.00 | 6,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 115+37.75; 171' X 24' PRECAST WITH TIMBER PILES) | 1 | EACH | 14,800.00 | 14,800.00 | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 505.9 | SQYD | 15.40 | 7,790.86 | 11.00 | 5,564.90 | 5.00 | 2,529.50 | 8.00 | 4,047.20 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 2,743.00 | 2,743.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 21,000.00 | 21,000.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 43 | EACH | 27.50 | 1,182.50 | 10.00 | 430.00 | 10.00 | 430.00 | 17.00 | 731.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 531 | LNFT | 5.00 | 2,655.00 | 1.50 | 796.50 | 2.00 | 1,062.00 | 3.00 | 1,593.00 |
| 0008 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 173.6 | CUYD | 108.00 | 18,748.80 | 110.00 | 19,096.00 | 90.00 | 15,624.00 | 130.00 | 22,568.00 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 78.00 | 7,800.00 | 40.00 | 4,000.00 | 75.00 | 7,500.00 | 90.00 | 9,000.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete (INCLUDES 57 TONS FOR EMBANKMENT WIDENING AND ASPHALT DRIVEWAY APRONS) | 180.2 | TON | 205.00 | 36,941.00 | 195.00 | 35,139.00 | 250.00 | 45,050.00 | 205.00 | 36,941.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 20.00 | 750.00 | 16.00 | 600.00 | 25.00 | 937.50 | 15.00 | 562.50 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 83.3 | LNFT | 65.00 | 5,414.50 | 85.00 | 7,080.50 | 75.00 | 6,247.50 | 80.00 | 6,664.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,300.00 | 4,600.00 | 2,500.00 | 5,000.00 | 2,100.00 | 4,200.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 307 | SQYD | 53.50 | 16,424.50 | 60.00 | 18,420.00 | 70.00 | 21,490.00 | 70.00 | 21,490.00 |
| 0015 | 711-04-00100 | Geotextile Fabric | 307 | SQYD | 2.00 | 614.00 | 2.50 | 767.50 | 5.00 | 1,535.00 | 2.50 | 767.50 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 6,500.00 | 6,500.00 | 12,000.00 | 12,000.00 | 13,000.00 | 13,000.00 | 5,500.00 | 5,500.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 3,000.00 | 600.00 | 2,000.00 | 400.00 | 5,000.00 | 1,000.00 | 3,500.00 | 700.00 |
| 0018 | 717-01-00100 | Seeding | 3 | LB | 30.00 | 90.00 | 55.00 | 165.00 | 50.00 | 150.00 | 50.00 | 150.00 |
| 0019 | 718-01-00100 | Fertilizer | 101 | LB | 3.00 | 303.00 | 2.00 | 202.00 | 1.00 | 101.00 | 2.00 | 202.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 41,300.00 | 41,300.00 | 65,000.00 | 65,000.00 | 65,000.00 | 65,000.00 | 70,000.00 | 70,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 85.00 | 340.00 | 100.00 | 400.00 | 50.00 | 200.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 26 | EACH | 30.00 | 780.00 | 11.00 | 286.00 | 35.00 | 910.00 | 10.00 | 260.00 |
| 0023 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 1,272 | LNFT | 3.00 | 3,816.00 | 2.25 | 2,862.00 | 3.50 | 4,452.00 | 2.00 | 2,544.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 3,000.00 | 3,000.00 | 15,000.00 | 15,000.00 | 8,000.00 | 8,000.00 | 8,500.00 | 8,500.00 |
| 0025 | 804-01-00300 | Precast Concrete Piles (16") | 2,520 | LNFT | 48.00 | 120,960.00 | 56.00 | 141,120.00 | 75.00 | 189,000.00 | 53.00 | 133,560.00 |
| 0026 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 4,100.00 | 4,100.00 | 35,000.00 | 35,000.00 | 45,000.00 | 45,000.00 | 30,000.00 | 30,000.00 |
| 0027 | 804-09-00100 | Loading Test Piles | 1 | EACH | 22,500.00 | 22,500.00 | 20,000.00 | 20,000.00 | 1.00 | 1.00 | 1,500.00 | 1,500.00 |
| 0028 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 4,900.00 | 4,900.00 | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0029 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 1,200.00 | 1,200.00 | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 100.00 | 100.00 | 100.00 | 100.00 | 1.00 | 1.00 | 100.00 | 100.00 |
| 0031 | 804-17-00100 | Dynamic Monitoring | 7 | EACH | 2,900.00 | 20,300.00 | 500.00 | 3,500.00 | 1,500.00 | 10,500.00 | 500.00 | 3,500.00 |
| 0032 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 29,850.00 | 179,100.00 | 30,000.00 | 180,000.00 | 28,500.00 | 171,000.00 | 40,000.00 | 240,000.00 |
| 0033 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 337 | INLF | 1.50 | 505.50 | 9.00 | 3,033.00 | 3.00 | 1,011.00 | 1.00 | 337.00 |
| 0034 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,500.00 | 3,000.00 | 1,650.00 | 3,300.00 | 2,000.00 | 4,000.00 | 950.00 | 1,900.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 7,580.00 | 15,160.00 | 9,500.00 | 19,000.00 | 10,500.00 | 21,000.00 | 8,000.00 | 16,000.00 |
| 0036 | NS-804-00001 | Vibration Monitoring | 28 | EACH | 500.00 | 14,000.00 | 250.00 | 7,000.00 | 500.00 | 14,000.00 | 500.00 | 14,000.00 |
| CONTRACTOR TOTAL | 568,298.66 | 668,002.40 | 691,933.50 | 729,217.20 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Sealevel Construction Inc. |
- 6 - James Construction Group LLC |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 8,000.00 | 8,000.00 | 35,000.00 | 35,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions (INCLUDES EXISTING GUARD RAILS AND ASPHALT DRIVES) | 1 | LUMP | 8,000.00 | 8,000.00 | 3,500.00 | 3,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge (STA 115+37.75; 171' X 24' PRECAST WITH TIMBER PILES) | 1 | EACH | 36,000.00 | 36,000.00 | 94,500.00 | 94,500.00 |
| 0004 | 202-02-38500 | Removal of Surfacing and Stablized Base | 505.9 | SQYD | 12.00 | 6,070.80 | 10.00 | 5,059.00 |
| 0005 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 15,000.00 | 15,000.00 | 7,200.00 | 7,200.00 |
| 0006 | 204-02-00100 | Temporary Hay or Straw Bales | 43 | EACH | 24.00 | 1,032.00 | 15.00 | 645.00 |
| 0007 | 204-06-00100 | Temporary Silt Fencing | 531 | LNFT | 8.00 | 4,248.00 | 5.00 | 2,655.00 |
| 0008 | 302-01-00800 | Class II Base Course (Stone or Recycled Portland Cement Concrete) | 173.6 | CUYD | 130.00 | 22,568.00 | 119.31 | 20,712.22 |
| 0009 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 86.00 | 8,600.00 | 25.00 | 2,500.00 |
| 0010 | 502-01-00100 | Superpave Asphaltic Concrete (INCLUDES 57 TONS FOR EMBANKMENT WIDENING AND ASPHALT DRIVEWAY APRONS) | 180.2 | TON | 240.00 | 43,248.00 | 205.00 | 36,941.00 |
| 0011 | 704-03-00100 | Blocked Out Guard Rail | 37.5 | LNFT | 16.00 | 600.00 | 15.00 | 562.50 |
| 0012 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 83.3 | LNFT | 82.00 | 6,830.60 | 80.00 | 6,664.00 |
| 0013 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,200.00 | 4,400.00 | 2,100.00 | 4,200.00 |
| 0014 | 711-01-03000 | Riprap (30 lb, 14" Thick) | 307 | SQYD | 80.00 | 24,560.00 | 93.84 | 28,808.88 |
| 0015 | 711-04-00100 | Geotextile Fabric | 307 | SQYD | 3.00 | 921.00 | 3.00 | 921.00 |
| 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 16,000.00 | 16,000.00 | 5,000.00 | 5,000.00 |
| 0017 | 716-01-00100 | Mulch (Vegetative) | 0.2 | TON | 4,000.00 | 800.00 | 3,500.00 | 700.00 |
| 0018 | 717-01-00100 | Seeding | 3 | LB | 60.00 | 180.00 | 50.00 | 150.00 |
| 0019 | 718-01-00100 | Fertilizer | 101 | LB | 2.00 | 202.00 | 2.00 | 202.00 |
| 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 75,000.00 | 75,000.00 | 175,000.00 | 175,000.00 |
| 0021 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 82.00 | 328.00 | 50.00 | 200.00 |
| 0022 | 731-02-00100 | Reflectorized Raised Pavement Markers | 26 | EACH | 10.00 | 260.00 | 30.00 | 780.00 |
| 0023 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 1,272 | LNFT | 2.50 | 3,180.00 | 3.00 | 3,816.00 |
| 0024 | 740-01-00100 | Construction Layout | 1 | LUMP | 9,000.00 | 9,000.00 | 15,000.00 | 15,000.00 |
| 0025 | 804-01-00300 | Precast Concrete Piles (16") | 2,520 | LNFT | 82.00 | 206,640.00 | 75.00 | 189,000.00 |
| 0026 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 |
| 0027 | 804-09-00100 | Loading Test Piles | 1 | EACH | 2,100.00 | 2,100.00 | 8,000.00 | 8,000.00 |
| 0028 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 2,100.00 | 2,100.00 | 5,000.00 | 5,000.00 |
| 0029 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 24,000.00 | 24,000.00 | 500.00 | 500.00 |
| 0030 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 |
| 0031 | 804-17-00100 | Dynamic Monitoring | 7 | EACH | 2,000.00 | 14,000.00 | 1,000.00 | 7,000.00 |
| 0032 | 805-10-01300 | Bridge Superstructure and Substructure (24' Clear Roadway; 90 Degree Crossing) | 6 | SPAN | 36,000.00 | 216,000.00 | 40,000.00 | 240,000.00 |
| 0033 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 337 | INLF | 3.00 | 1,011.00 | 1.50 | 505.50 |
| 0034 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,100.00 | 2,200.00 | 950.00 | 1,900.00 |
| 0035 | NS-800-00040 | Concrete Approach Slabs (24' CLR RDWY, 90 DEG CROSSING) (W/O ASPHALT) | 2 | EACH | 12,000.00 | 24,000.00 | 9,000.00 | 18,000.00 |
| 0036 | NS-804-00001 | Vibration Monitoring | 28 | EACH | 400.00 | 11,200.00 | 375.00 | 10,500.00 |
| CONTRACTOR TOTAL | 878,279.40 | 971,122.10 | ||||||