Bid Tabulations
Letting of
09/25/2013
LA DOTD Headquarters
| Lead Project: H.007867.6 | |
| Parish: Assumption | |
| Routes: LA 1012 | |
| Description: LA 1012: Himalaya Canal Bridge | |
| Type Const: GRADING, LOW PROFILE RUNAROUND, BRIDGE REMOVAL, PORTLAND CEMENT CONCRETE SLAB SPAN BRIDGE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT AND RELATED WORK. | |
| Estimated Construction Cost: $815,563.28 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 40312 | Gray Construction Corp. | $945,825.25 |
| 2 | 00481 | Coastal Bridge Co., L.L.C. | $978,348.59 |
| 3 | 39462 | Jb James Construction Llc | $1,122,894.90 |
| 4 | 00044 | Guinn Construction, LLC | $1,159,216.95 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gray Construction Corp. |
- 2 - Coastal Bridge Co., L.L.C. |
- 3 - Jb James Construction Llc |
- 4 - Guinn 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 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 5,000.00 | 5,000.00 | 15,000.00 | 15,000.00 | 20,000.00 | 20,000.00 | 10,000.00 | 10,000.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 128.54 | SQYD | 15.00 | 1,928.10 | 13.00 | 1,671.02 | 14.00 | 1,799.56 | 10.00 | 1,285.40 |
| 0004 | 202-02-04000 | Removal of Bridge REMOVAL OF BRIDGE (STA. 115+95.00; 28.5 FT X 78 FT CONCRETE PRECAST SLAB UNIT BRIDGE) | 1 | EACH | 35,000.00 | 35,000.00 | 59,000.00 | 59,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 |
| 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 64.24 | SQYD | 18.00 | 1,156.32 | 25.00 | 1,606.00 | 15.00 | 963.60 | 10.00 | 642.40 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 1,429.71 | SQYD | 6.20 | 8,864.20 | 12.00 | 17,156.52 | 8.00 | 11,437.68 | 10.00 | 14,297.10 |
| 0007 | 203-01-00100 | General Excavation | 406.66 | CUYD | 25.00 | 10,166.50 | 25.00 | 10,166.50 | 20.00 | 8,133.20 | 12.00 | 4,879.92 |
| 0008 | 203-02-00100 | Drainage Excavation | 150 | CUYD | 25.00 | 3,750.00 | 25.00 | 3,750.00 | 25.00 | 3,750.00 | 12.00 | 1,800.00 |
| 0009 | 203-03-00100 | Embankment | 532.37 | CUYD | 25.00 | 13,309.25 | 25.00 | 13,309.25 | 50.00 | 26,618.50 | 30.00 | 15,971.10 |
| 0010 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 150.00 | 600.00 | 175.00 | 700.00 | 150.00 | 600.00 | 100.00 | 400.00 |
| 0011 | 204-06-00100 | Temporary Silt Fencing | 2,112 | LNFT | 3.00 | 6,336.00 | 2.00 | 4,224.00 | 2.00 | 4,224.00 | 3.00 | 6,336.00 |
| 0012 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 1,306.67 | SQYD | 25.60 | 33,450.75 | 30.00 | 39,200.10 | 28.00 | 36,586.76 | 30.00 | 39,200.10 |
| 0013 | 304-05-00100 | Lime Treatment (Type E) | 18.52 | TON | 420.00 | 7,778.40 | 500.00 | 9,260.00 | 400.00 | 7,408.00 | 1,500.00 | 27,780.00 |
| 0014 | 401-01-00100 | Aggregate Surface Course (Net Section) | 76.61 | CUYD | 200.00 | 15,322.00 | 100.00 | 7,661.00 | 100.00 | 7,661.00 | 115.00 | 8,810.15 |
| 0015 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 300 | CUYD | 52.60 | 15,780.00 | 100.00 | 30,000.00 | 50.00 | 15,000.00 | 100.00 | 30,000.00 |
| 0016 | 502-01-00100 | Superpave Asphaltic Concrete | 272.26 | TON | 160.00 | 43,561.60 | 125.00 | 34,032.50 | 190.00 | 51,729.40 | 198.00 | 53,907.48 |
| 0017 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 141.88 | TON | 170.00 | 24,119.60 | 165.00 | 23,410.20 | 210.00 | 29,794.80 | 215.00 | 30,504.20 |
| 0018 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 32 | LNFT | 70.00 | 2,240.00 | 65.00 | 2,080.00 | 75.00 | 2,400.00 | 100.00 | 3,200.00 |
| 0019 | 704-03-00100 | Blocked Out Guard Rail | 62.5 | LNFT | 21.00 | 1,312.50 | 16.00 | 1,000.00 | 22.00 | 1,375.00 | 25.00 | 1,562.50 |
| 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 83.3 | LNFT | 60.00 | 4,998.00 | 65.00 | 5,414.50 | 60.00 | 4,998.00 | 65.00 | 5,414.50 |
| 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 2 | EACH | 2,000.00 | 4,000.00 | 1,900.00 | 3,800.00 | 2,100.00 | 4,200.00 | 2,750.00 | 5,500.00 |
| 0022 | 706-02-00200 | Concrete Drive (6" Thick) | 72.25 | SQYD | 50.00 | 3,612.50 | 70.00 | 5,057.50 | 60.00 | 4,335.00 | 75.00 | 5,418.75 |
| 0023 | 708-01-00100 | Right-of-Way Monument | 7 | EACH | 211.00 | 1,477.00 | 250.00 | 1,750.00 | 200.00 | 1,400.00 | 500.00 | 3,500.00 |
| 0024 | 708-02-00100 | Right-of-Way Monument Witness Post | 7 | EACH | 160.00 | 1,120.00 | 150.00 | 1,050.00 | 200.00 | 1,400.00 | 500.00 | 3,500.00 |
| 0025 | 712-04-00100 | Flexible Revetment | 690 | SQYD | 57.00 | 39,330.00 | 70.00 | 48,300.00 | 64.00 | 44,160.00 | 85.00 | 58,650.00 |
| 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 20,000.00 | 12,500.00 | 12,500.00 |
| 0027 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 7,300.00 | 7,300.00 | 15,000.00 | 15,000.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 |
| 0028 | 725-03-00100 | Low Profile Runaround | 1 | EACH | 108,000.00 | 108,000.00 | 85,000.00 | 85,000.00 | 170,000.00 | 170,000.00 | 150,000.00 | 150,000.00 |
| 0029 | 726-01-00100 | Bedding Material | 2.92 | CUYD | 119.00 | 347.48 | 90.00 | 262.80 | 200.00 | 584.00 | 250.00 | 730.00 |
| 0030 | 727-01-00100 | Mobilization | 1 | LUMP | 73,600.00 | 73,600.00 | 95,000.00 | 95,000.00 | 100,000.00 | 100,000.00 | 110,000.00 | 110,000.00 |
| 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 75.00 | 300.00 | 80.00 | 320.00 | 100.00 | 400.00 |
| 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 19 | EACH | 20.00 | 380.00 | 20.00 | 380.00 | 20.00 | 380.00 | 45.00 | 855.00 |
| 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.136 | MILE | 8,000.00 | 1,088.00 | 8,000.00 | 1,088.00 | 8,500.00 | 1,156.00 | 30,000.00 | 4,080.00 |
| 0034 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.136 | MILE | 5,000.00 | 680.00 | 4,000.00 | 544.00 | 4,400.00 | 598.40 | 15,000.00 | 2,040.00 |
| 0035 | 735-01-00100 | Mailboxes | 4 | EACH | 10.00 | 40.00 | 6.00 | 24.00 | 1.00 | 4.00 | 100.00 | 400.00 |
| 0036 | 735-02-00100 | Mailbox Supports (Single) | 4 | EACH | 200.00 | 800.00 | 130.00 | 520.00 | 150.00 | 600.00 | 100.00 | 400.00 |
| 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 17,500.00 | 17,500.00 |
| 0038 | 804-01-00300 | Precast Concrete Piles (16") | 1,900 | LNFT | 84.00 | 159,600.00 | 75.00 | 142,500.00 | 66.00 | 125,400.00 | 76.00 | 144,400.00 |
| 0039 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 500.00 | 500.00 | 250.00 | 250.00 | 100.00 | 100.00 | 1.00 | 1.00 |
| 0040 | 804-17-00100 | Dynamic Monitoring | 4 | EACH | 210.00 | 840.00 | 175.00 | 700.00 | 1,000.00 | 4,000.00 | 1,500.00 | 6,000.00 |
| 0041 | 805-01-00700 | Class A Concrete (Bents) | 28.89 | CUYD | 1,275.00 | 36,834.75 | 1,200.00 | 34,668.00 | 1,500.00 | 43,335.00 | 1,500.00 | 43,335.00 |
| 0042 | 805-03-00100 | Class AA Concrete | 108.76 | CUYD | 1,005.00 | 109,303.80 | 750.00 | 81,570.00 | 720.00 | 78,307.20 | 1,200.00 | 130,512.00 |
| 0043 | 806-01-00100 | Deformed Reinforcing Steel | 26,769 | LB | 0.90 | 24,092.10 | 1.00 | 26,769.00 | 1.00 | 26,769.00 | 1.15 | 30,784.35 |
| 0044 | 810-01-00100 | Concrete Railing (Standard Barrier) | 160 | LNFT | 167.00 | 26,720.00 | 75.00 | 12,000.00 | 100.00 | 16,000.00 | 100.00 | 16,000.00 |
| 0045 | 813-01-00100 | Concrete Approach Slabs | 275.56 | SQYD | 190.00 | 52,356.40 | 220.00 | 60,623.20 | 230.00 | 63,378.80 | 250.00 | 68,890.00 |
| 0046 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 58 | LNFT | 5.00 | 290.00 | 2.25 | 130.50 | 6.00 | 348.00 | 15.00 | 870.00 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 320 | INLF | 1.00 | 320.00 | 1.00 | 320.00 | 2.00 | 640.00 | 8.00 | 2,560.00 |
| 0048 | NS-700-00240 | Special Guard Rail Anchor Section | 2 | EACH | 1,600.00 | 3,200.00 | 1,300.00 | 2,600.00 | 2,000.00 | 4,000.00 | 2,200.00 | 4,400.00 |
| 0049 | NS-804-00001 | Vibration Monitoring | 20 | EACH | 500.00 | 10,000.00 | 475.00 | 9,500.00 | 350.00 | 7,000.00 | 1,000.00 | 20,000.00 |
| CONTRACTOR TOTAL | 945,825.25 | 978,348.59 | 1,122,894.90 | 1,159,216.95 | ||||||||