Bid Tabulations
Letting of
05/15/2013
LA DOTD Headquarters
| Lead Project: H.003424.6-R1 | |
| Parish: Livingston | |
| Routes: I-12 | |
| Description: I-12: LIVINGSTON PAR APPROACH SLAB REP P1 | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, BRIDGE REPAIRS, ALT. AA1-THIN ASPHALTIC CONCRETE (OGFC) & SUPERPAVE ASPHALTIC CONCRETE; ALT. AA2-THIN ASPHALTIC CONCRETE (OGFC), SUPERPAVE ASPHALTIC CONCRETE & PCCP, AND RELATED WORK. | |
| Estimated Construction Cost: $20,986,818.38 | |
| Maximum Number of Days Allowed for Construction: 9999 | |
| Calculated Daily User Cost: $5,000.00 | |
| Rank | License | Bidder | Construction Bid | Bidder's Proposed Contract Time |
Total Bid |
|---|---|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $17,882,386.32 | 404 | $19,902,386.32 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $18,465,155.74 | 359 | $20,260,155.74 |
| 3 | 39462 | Jb James Construction Llc | $19,609,644.68 | 390 | $21,559,644.68 |
| 4 | 06276 | Barriere Construction Co., LLC. | $20,324,335.26 | 360 | $22,124,335.26 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Jb James Construction Llc |
- 4 - Barriere Construction Co., 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 | 60,000.00 | 60,000.00 | 450,000.00 | 450,000.00 | 230,000.00 | 230,000.00 | 32,000.00 | 32,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 145,000.00 | 145,000.00 | 10,000.00 | 10,000.00 | 194,000.00 | 194,000.00 | 190,000.00 | 190,000.00 |
| 0003 | 202-02-06000 | Removal of Concrete Approach Slabs | 933 | SQYD | 78.00 | 72,774.00 | 50.00 | 46,650.00 | 28.00 | 26,124.00 | 30.00 | 27,990.00 |
| 0004 | 202-02-06060 | Removal of Concrete Catch Basin | 8 | EACH | 375.00 | 3,000.00 | 1,500.00 | 12,000.00 | 500.00 | 4,000.00 | 100.00 | 800.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 3,620 | LNFT | 4.75 | 17,195.00 | 2.30 | 8,326.00 | 4.00 | 14,480.00 | 5.00 | 18,100.00 |
| 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) as per table | 56 | LNFT | 30.00 | 1,680.00 | 60.00 | 3,360.00 | 15.00 | 840.00 | 10.00 | 560.00 |
| 0007 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 15,786 | SQYD | 10.00 | 157,860.00 | 15.00 | 236,790.00 | 10.00 | 157,860.00 | 30.00 | 473,580.00 |
| 0008 | 202-02-38300 | Removal of Sign and U-Channel Post | 3 | EACH | 10.00 | 30.00 | 350.00 | 1,050.00 | 100.00 | 300.00 | 11.00 | 33.00 |
| 0009 | 202-02-38500 | Removal of Surfacing and Stablized Base | 15,879 | SQYD | 6.00 | 95,274.00 | 4.40 | 69,867.60 | 3.50 | 55,576.50 | 9.00 | 142,911.00 |
| 0010 | 202-03-38000 | Relocation of Sign improper height &/or Construction Impact | 3 | EACH | 200.00 | 600.00 | 1,000.00 | 3,000.00 | 1,000.00 | 3,000.00 | 320.00 | 960.00 |
| 0011 | 203-01-00100 | General Excavation | 5,463 | CUYD | 2.50 | 13,657.50 | 6.00 | 32,778.00 | 9.00 | 49,167.00 | 15.00 | 81,945.00 |
| 0012 | 203-03-00100 | Embankment | 17,277 | CUYD | 13.00 | 224,601.00 | 16.00 | 276,432.00 | 23.00 | 397,371.00 | 38.00 | 656,526.00 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 532 | EACH | 16.00 | 8,512.00 | 15.00 | 7,980.00 | 10.00 | 5,320.00 | 5.00 | 2,660.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 21,282 | LNFT | 3.00 | 63,846.00 | 1.50 | 31,923.00 | 1.60 | 34,051.20 | 0.50 | 10,641.00 |
| 0015 | 302-02-01060 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete) | 77,442 | SQYD | 6.00 | 464,652.00 | 8.00 | 619,536.00 | 9.00 | 696,978.00 | 7.00 | 542,094.00 |
| 0016 | 302-02-03020 | Class II Base Course (8" Thick) (Soil Cement) | 77,442 | SQYD | 11.00 | 851,862.00 | 11.00 | 851,862.00 | 8.00 | 619,536.00 | 15.00 | 1,161,630.00 |
| 0017 | 302-02-06121 | Class II Base Course (12" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 2,788 | SQYD | 14.00 | 39,032.00 | 40.00 | 111,520.00 | 22.00 | 61,336.00 | 28.00 | 78,064.00 |
| 0018 | 304-05-00100 | Lime Treatment (Type E) | 1,136 | TON | 20.00 | 22,720.00 | 80.00 | 90,880.00 | 50.00 | 56,800.00 | 5.00 | 5,680.00 |
| 0020 | 509-01-00100 | Cold Planing Asphaltic Pavement | 35,358 | SQYD | 7.45 | 263,417.10 | 1.50 | 53,037.00 | 2.00 | 70,716.00 | 3.75 | 132,592.50 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -2,937 | CUYD | 9.45 | -27,754.65 | 1.00 | -2,937.00 | 0.10 | -293.70 | 75.00 | -220,275.00 |
| 0022 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 1,200 | SQYD | 100.00 | 120,000.00 | 50.00 | 60,000.00 | 100.00 | 120,000.00 | 50.00 | 60,000.00 |
| 0023 | 701-03-01020 | Storm Drain Pipe (18" RCP/PP) | 425 | LNFT | 50.00 | 21,250.00 | 55.00 | 23,375.00 | 50.00 | 21,250.00 | 100.00 | 42,500.00 |
| 0024 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 3,500.00 | 10,500.00 | 3,000.00 | 9,000.00 | 2,500.00 | 7,500.00 | 5,700.00 | 17,100.00 |
| 0025 | 702-04-00200 | Adjusting Catch Basins | 6 | EACH | 2,500.00 | 15,000.00 | 1,600.00 | 9,600.00 | 1,500.00 | 9,000.00 | 4,000.00 | 24,000.00 |
| 0026 | 703-01-00100 | Shoulder Underdrain Systems | 650 | LNFT | 10.00 | 6,500.00 | 100.00 | 65,000.00 | 13.00 | 8,450.00 | 14.25 | 9,262.50 |
| 0027 | 703-03-00100 | Perforated Pipe Underdrains | 335 | LNFT | 7.00 | 2,345.00 | 35.00 | 11,725.00 | 13.00 | 4,355.00 | 28.00 | 9,380.00 |
| 0028 | 703-04-00100 | Nonperforated Pipe Underdrains | 100 | LNFT | 45.00 | 4,500.00 | 45.00 | 4,500.00 | 18.00 | 1,800.00 | 75.00 | 7,500.00 |
| 0029 | 704-02-00100 | Guard Rail (Double Faced) | 225 | LNFT | 30.00 | 6,750.00 | 26.00 | 5,850.00 | 30.00 | 6,750.00 | 32.00 | 7,200.00 |
| 0030 | 704-03-00100 | Blocked Out Guard Rail | 1,000 | LNFT | 18.00 | 18,000.00 | 22.00 | 22,000.00 | 18.00 | 18,000.00 | 21.00 | 21,000.00 |
| 0031 | 704-07-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 198 | LNFT | 40.00 | 7,920.00 | 34.00 | 6,732.00 | 40.00 | 7,920.00 | 32.00 | 6,336.00 |
| 0032 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 500 | LNFT | 65.00 | 32,500.00 | 60.00 | 30,000.00 | 65.00 | 32,500.00 | 62.00 | 31,000.00 |
| 0033 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,000.00 | 16,000.00 | 2,100.00 | 16,800.00 | 1,850.00 | 14,800.00 |
| 0034 | 704-11-00300 | Guard Rail End Treatment (Bi-Directional) | 6 | EACH | 4,900.00 | 29,400.00 | 5,000.00 | 30,000.00 | 4,900.00 | 29,400.00 | 4,800.00 | 28,800.00 |
| 0035 | 707-01-00100 | Concrete Curb | 160 | LNFT | 24.00 | 3,840.00 | 50.00 | 8,000.00 | 15.00 | 2,400.00 | 35.00 | 5,600.00 |
| 0036 | 710-01-00100 | Flowable Fill | 184 | CUYD | 160.00 | 29,440.00 | 100.00 | 18,400.00 | 160.00 | 29,440.00 | 50.00 | 9,200.00 |
| 0037 | 711-01-06000 | Riprap (250 lb, 30" Thick) | 171 | SQYD | 115.00 | 19,665.00 | 125.00 | 21,375.00 | 110.00 | 18,810.00 | 150.00 | 25,650.00 |
| 0038 | 711-04-00100 | Geotextile Fabric | 312 | SQYD | 5.00 | 1,560.00 | 2.00 | 624.00 | 2.50 | 780.00 | 3.00 | 936.00 |
| 0039 | 712-04-00100 | Flexible Revetment | 3,550 | SQYD | 55.00 | 195,250.00 | 35.00 | 124,250.00 | 45.00 | 159,750.00 | 51.00 | 181,050.00 |
| 0040 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 | 250,000.00 | 250,000.00 | 200,000.00 | 200,000.00 | 275,000.00 | 275,000.00 |
| 0041 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.05 | MILE | 285.00 | 2,294.25 | 320.00 | 2,576.00 | 300.00 | 2,415.00 | 300.00 | 2,415.00 |
| 0042 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 16.1 | MILE | 450.00 | 7,245.00 | 500.00 | 8,050.00 | 480.00 | 7,728.00 | 475.00 | 7,647.50 |
| 0043 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 6,386 | EACH | 4.00 | 25,544.00 | 4.85 | 30,972.10 | 4.50 | 28,737.00 | 6.00 | 38,316.00 |
| 0044 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 932 | EACH | 225.00 | 209,700.00 | 250.00 | 233,000.00 | 450.00 | 419,400.00 | 400.00 | 372,800.00 |
| 0045 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 419 | EACH | 225.00 | 94,275.00 | 225.00 | 94,275.00 | 160.00 | 67,040.00 | 190.00 | 79,610.00 |
| 0046 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 1,182 | EACH | 24.00 | 28,368.00 | 15.00 | 17,730.00 | 20.00 | 23,640.00 | 15.00 | 17,730.00 |
| 0047 | 721-01-00100 | Mowing | 13.3 | ACRE | 300.00 | 3,990.00 | 1,000.00 | 13,300.00 | 200.00 | 2,660.00 | 3,000.00 | 39,900.00 |
| 0048 | 722-01-00100 | Project Site Laboratory | 3 | EACH | 20,100.00 | 60,300.00 | 5,000.00 | 15,000.00 | 5,000.00 | 15,000.00 | 0.01 | 0.03 |
| 0049 | 726-01-00100 | Bedding Material | 72.3 | CUYD | 67.00 | 4,844.10 | 90.00 | 6,507.00 | 80.00 | 5,784.00 | 10.00 | 723.00 |
| 0050 | 727-01-00100 | Mobilization | 1 | LUMP | 550,000.00 | 550,000.00 | 1,750,000.00 | 1,750,000.00 | 1,850,000.00 | 1,850,000.00 | 1,800,000.00 | 1,800,000.00 |
| 0051 | 729-16-00100 | Object Marker Assembly (Type 1) | 22 | EACH | 75.00 | 1,650.00 | 75.00 | 1,650.00 | 40.00 | 880.00 | 80.00 | 1,760.00 |
| 0052 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,542 | EACH | 4.25 | 6,553.50 | 4.80 | 7,401.60 | 4.50 | 6,939.00 | 6.00 | 9,252.00 |
| 0053 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.05 | MILE | 2,500.00 | 20,125.00 | 2,700.00 | 21,735.00 | 2,500.00 | 20,125.00 | 2,700.00 | 21,735.00 |
| 0054 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 4.04 | MILE | 700.00 | 2,828.00 | 800.00 | 3,232.00 | 700.00 | 2,828.00 | 730.00 | 2,949.20 |
| 0055 | 732-05-00100 | Removal of Existing Markings | 4.04 | MILE | 2,500.00 | 10,100.00 | 2,800.00 | 11,312.00 | 2,500.00 | 10,100.00 | 2,500.00 | 10,100.00 |
| 0056 | 733-01-00200 | Concrete Roadway Barrier (Double Faced) | 8,666 | LNFT | 280.00 | 2,426,480.00 | 235.00 | 2,036,510.00 | 270.00 | 2,339,820.00 | 300.00 | 2,599,800.00 |
| 0057 | 739-01-00100 | Hydro-Seeding | 3.33 | ACRE | 1,250.00 | 4,162.50 | 1,400.00 | 4,662.00 | 2,700.00 | 8,991.00 | 1,320.00 | 4,395.60 |
| 0058 | 740-01-00100 | Construction Layout | 1 | LUMP | 100,000.00 | 100,000.00 | 70,000.00 | 70,000.00 | 200,000.00 | 200,000.00 | 200,000.00 | 200,000.00 |
| 0059 | 804-01-00300 | Precast Concrete Piles (16") | 10,662 | LNFT | 55.00 | 586,410.00 | 45.00 | 479,790.00 | 56.00 | 597,072.00 | 59.00 | 629,058.00 |
| 0060 | 804-13-00100 | Precast Concrete Indicator Piles | 4 | EACH | 18,500.00 | 74,000.00 | 22,000.00 | 88,000.00 | 24,000.00 | 96,000.00 | 27,500.00 | 110,000.00 |
| 0061 | 804-17-00100 | Dynamic Monitoring | 16 | EACH | 1,545.00 | 24,720.00 | 500.00 | 8,000.00 | 1,000.00 | 16,000.00 | 1,000.00 | 16,000.00 |
| 0062 | 805-01-00700 | Class A Concrete (Bents) | 301.82 | CUYD | 1,165.00 | 351,620.30 | 925.00 | 279,183.50 | 1,200.00 | 362,184.00 | 1,400.00 | 422,548.00 |
| 0063 | 805-03-00100 | Class AA Concrete | 1,671.8 | CUYD | 565.00 | 944,567.00 | 850.00 | 1,421,030.00 | 620.00 | 1,036,516.00 | 680.00 | 1,136,824.00 |
| 0064 | 805-09-00100 | Expansion Joint Seal | 3,848.1 | LNFT | 20.00 | 76,962.00 | 8.00 | 30,784.80 | 16.00 | 61,569.60 | 18.00 | 69,265.80 |
| 0065 | 806-01-00100 | Deformed Reinforcing Steel | 463,784 | LB | 0.88 | 408,129.92 | 0.72 | 333,924.48 | 1.25 | 579,730.00 | 1.40 | 649,297.60 |
| 0066 | 810-01-00100 | Concrete Railing (Standard Barrier) | 2,434.24 | LNFT | 60.00 | 146,054.40 | 65.00 | 158,225.60 | 62.00 | 150,922.88 | 67.00 | 163,094.08 |
| 0067 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 850 | LNFT | 65.00 | 55,250.00 | 70.00 | 59,500.00 | 65.00 | 55,250.00 | 67.00 | 56,950.00 |
| 0068 | 813-01-00100 | Concrete Approach Slabs | 5,354.12 | SQYD | 220.00 | 1,177,906.40 | 198.00 | 1,060,115.76 | 210.00 | 1,124,365.20 | 220.00 | 1,177,906.40 |
| 0069 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 26,880 | INLF | 0.75 | 20,160.00 | 0.35 | 9,408.00 | 0.70 | 18,816.00 | 0.01 | 268.80 |
| 0070 | NS-700-00180 | Impact Attenuator (Construction Zone) | 6 | EACH | 2,500.00 | 15,000.00 | 2,500.00 | 15,000.00 | 15,000.00 | 90,000.00 | 10,000.00 | 60,000.00 |
| 0071 | NS-700-00181 | Impact Attenuator Relocation (Construction Zone) | 12 | EACH | 800.00 | 9,600.00 | 1,200.00 | 14,400.00 | 1,000.00 | 12,000.00 | 2,000.00 | 24,000.00 |
| 0072 | NS-713-00001 | Dynamic Message Sign Unit | 6 | EACH | 850.00 | 5,100.00 | 12,000.00 | 72,000.00 | 5,000.00 | 30,000.00 | 5,000.00 | 30,000.00 |
| 0073 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 8.06 | MILE | 300.00 | 2,418.00 | 850.00 | 6,851.00 | 800.00 | 6,448.00 | 1,400.00 | 11,284.00 |
| 0079 | 202-02-02020 | Removal of Asphalt Pavement | 6,244 | SQYD | 2.50 | 15,610.00 | 5.50 | 34,342.00 | 3.00 | 18,732.00 | 2.00 | 12,488.00 |
| 0080 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 579 | TON | 155.00 | 89,745.00 | 150.00 | 86,850.00 | 150.00 | 86,850.00 | 110.00 | 63,690.00 |
| 0081 | 725-01-00100 | Temporary Detour Roads | 7,456 | SQYD | 87.00 | 648,672.00 | 22.00 | 164,032.00 | 80.00 | 596,480.00 | 58.00 | 432,448.00 |
| SUBTOTAL GENERAL | 11,264,562 | 12,279,835 | 13,323,090 | 14,389,062 | ||||||||
| Alternate AA1 | ||||||||||||
| 0074 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 5,421 | TON | 0.00 | 0.00 | 155.00 | 840,255.00 | 0.00 | 0.00 | 123.00 | 666,783.00 |
| 0075 | 502-01-00100 | Superpave Asphaltic Concrete | 65,756 | TON | 0.00 | 0.00 | 80.00 | 5,260,480.00 | 0.00 | 0.00 | 79.00 | 5,194,724.00 |
| 0082 | 501-02-00001 | Tack Coat | 19,671 | GAL | 0.00 | 0.00 | 4.30 | 84,585.30 | 0.00 | 0.00 | 3.75 | 73,766.25 |
| SUBTOTAL ALT AA1 | 00 | 6,185,320 | 00 | 5,935,273 | ||||||||
| Alternate AA2 | ||||||||||||
| 0076 | 501-01-00006 | Thin Asphaltic Concrete (OGFC) | 3,654 | TON | 168.00 | 613,872.00 | 0.00 | 0.00 | 160.00 | 584,640.00 | 0.00 | 0.00 |
| 0077 | 502-01-00100 | Superpave Asphaltic Concrete | 36,506 | TON | 87.00 | 3,176,022.00 | 0.00 | 0.00 | 88.00 | 3,212,528.00 | 0.00 | 0.00 |
| 0078 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 42,147 | SQYD | 64.00 | 2,697,408.00 | 0.00 | 0.00 | 55.00 | 2,318,085.00 | 0.00 | 0.00 |
| 0083 | 501-02-00001 | Tack Coat | 13,260 | GAL | 4.00 | 53,040.00 | 0.00 | 0.00 | 4.00 | 53,040.00 | 0.00 | 0.00 |
| 0084 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 2,039 | SQYD | 38.00 | 77,482.00 | 0.00 | 0.00 | 58.00 | 118,262.00 | 0.00 | 0.00 |
| SUBTOTAL ALT AA2 | 6,617,824.00 | 0.00 | 6,286,555.00 | 0.00 | ||||||||
| ITEM TOTAL (CONSTRUCTION BID) | 17,882,386.32 | 18,465,155.74 | 19,609,644.68 | 20,324,335.26 | ||||||||
| NUMBER OF DAYS BID AT $5000 PER DAY. | 2,020,000.00 | 1,795,000.00 | 1,950,000.00 | 1,800,000.00 | ||||||||
| TOTAL BID | 19,902,386.32 | 20,260,155.74 | 21,559,644.68 | 22,124,335.26 | ||||||||