Proposal:H.009481.6
Parish:St. James
Routes:LA 20
Description:LA 20 BAYOU CHEVREUIL BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, PRECAST PRESTRESSED CONCRETE GIRDER SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$11,172,631.50
| Rank | License | Bidder | Construction Bid |
| 1 | 63897 | TL Hawk, LLC | $11,690,767.39 |
| 2 | 02179 | Boh Bros. Construction Co., LLC. | $13,939,822.10 |
| 3 | 34567 | James Construction Group LLC | $15,438,091.16 |
| 4 | 39462 | JB JAMES CONSTRUCTION LLC | $16,282,097.86 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - TL Hawk, LLC | - 2 - Boh Bros. Construction Co., LLC. | - 3 - James Construction Group 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 | 6 | LUMP | 54,000.00 | 54,000.00 | 70,000.00 | 70,000.00 | 400,000.00 | 400,000.00 | 1,500,000.00 | 1,500,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 9,550.00 | 9,550.00 | 5,000.00 | 5,000.00 | 36,000.00 | 36,000.00 | 24,000.00 | 24,000.00 | | 0003 | 202-02-02020 | Removal of Asphalt Pavement | 2,640.5 | SQYD | 8.00 | 21,124.00 | 3.00 | 7,921.50 | 9.00 | 23,764.50 | 6.00 | 15,843.00 | | 0004 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | 2,421.7 | SQYD | 8.00 | 19,373.60 | 5.00 | 12,108.50 | 15.00 | 36,325.50 | 7.00 | 16,951.90 | | 0005 | 202-02-04501 | Removal of Bridge STA 111+18, 24'X349' STEEL I-BEAM (ROLLED) - REMOVABLE SPAN BRIDGE | 1 | LUMP | 505,000.00 | 505,000.00 | 350,000.00 | 350,000.00 | 280,000.00 | 280,000.00 | 2,200,000.00 | 2,200,000.00 | | 0006 | 202-02-14500 | Removal of Guard Rail | 952 | LNFT | 6.00 | 5,712.00 | 8.00 | 7,616.00 | 10.00 | 9,520.00 | 6.00 | 5,712.00 | | 0007 | 203-01-00100 | General Excavation | 386 | CUYD | 20.00 | 7,720.00 | 15.00 | 5,790.00 | 50.00 | 19,300.00 | 50.00 | 19,300.00 | | 0008 | 203-02-00100 | Drainage Excavation | 630 | CUYD | 20.00 | 12,600.00 | 15.00 | 9,450.00 | 35.00 | 22,050.00 | 20.00 | 12,600.00 | | 0009 | 203-03-00100 | Embankment | 3,290 | CUYD | 40.00 | 131,600.00 | 35.00 | 115,150.00 | 30.00 | 98,700.00 | 42.00 | 138,180.00 | | 0010 | 203-04-00200 | Nonplastic Embankment (Sand) | 6,382 | CUYD | 38.00 | 242,516.00 | 30.00 | 191,460.00 | 40.00 | 255,280.00 | 27.00 | 172,314.00 | | 0011 | 203-08-00220 | Geotextile Fabric (High Strength) (Type 3) | 21,627 | SQYD | 11.00 | 237,897.00 | 12.00 | 259,524.00 | 15.00 | 324,405.00 | 8.50 | 183,829.50 | | 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 255.00 | 1,785.00 | 155.00 | 1,085.00 | 300.00 | 2,100.00 | 150.00 | 1,050.00 | | 0013 | 204-06-00100 | Temporary Silt Fencing | 4,330 | LNFT | 2.75 | 11,907.50 | 2.00 | 8,660.00 | 3.00 | 12,990.00 | 2.50 | 10,825.00 | | 0014 | 302-02-12070 | Class II Base Course (12" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 2,760.9 | SQYD | 35.00 | 96,631.50 | 25.00 | 69,022.50 | 40.00 | 110,436.00 | 40.00 | 110,436.00 | | 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 415 | CUYD | 95.00 | 39,425.00 | 65.00 | 26,975.00 | 100.00 | 41,500.00 | 75.00 | 31,125.00 | | 0016 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | 400 | SQYD | 200.00 | 80,000.00 | 35.00 | 14,000.00 | 80.00 | 32,000.00 | 20.00 | 8,000.00 | | 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 350 | CUYD | 15.00 | 5,250.00 | 50.00 | 17,500.00 | 115.00 | 40,250.00 | 100.00 | 35,000.00 | | 0018 | 502-01-00100 | Asphalt Concrete | 2,016.2 | TON | 115.73 | 233,334.83 | 130.00 | 262,106.00 | 125.00 | 252,025.00 | 115.00 | 231,863.00 | | 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 121.3 | TON | 143.75 | 17,436.88 | 145.00 | 17,588.50 | 225.00 | 27,292.50 | 185.00 | 22,440.50 | | 0020 | 509-01-00100 | Milling Asphalt Pavement | 1,066 | SQYD | 10.00 | 10,660.00 | 10.00 | 10,660.00 | 8.00 | 8,528.00 | 5.50 | 5,863.00 | | 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -59 | CUYD | 0.01 | -0.59 | 1.00 | -59.00 | 0.01 | -0.59 | 0.01 | -0.59 | | 0022 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 102 | SQYD | 143.53 | 14,640.06 | 150.00 | 15,300.00 | 150.00 | 15,300.00 | 110.00 | 11,220.00 | | 0023 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) CMP Not Allowed | 60 | LNFT | 75.00 | 4,500.00 | 150.00 | 9,000.00 | 75.00 | 4,500.00 | 90.00 | 5,400.00 | | 0024 | 702-08-00100 | Side Drain Safety End (Type 1) | 1 | EACH | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 | | 0025 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 275 | LNFT | 20.00 | 5,500.00 | 22.00 | 6,050.00 | 26.00 | 7,150.00 | 20.00 | 5,500.00 | | 0026 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | 115.00 | 11,500.00 | 85.00 | 8,500.00 | 90.00 | 9,000.00 | | 0027 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 2,600.00 | 10,400.00 | 3,200.00 | 12,800.00 | 3,500.00 | 14,000.00 | 3,200.00 | 12,800.00 | | 0028 | 708-01-00100 | Right-of-Way Monument | 7 | EACH | 410.00 | 2,870.00 | 1.00 | 7.00 | 275.00 | 1,925.00 | 280.00 | 1,960.00 | | 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 7 | EACH | 160.00 | 1,120.00 | 600.00 | 4,200.00 | 275.00 | 1,925.00 | 280.00 | 1,960.00 | | 0030 | 712-04-00100 | Flexible Revetment | 525 | SQYD | 80.00 | 42,000.00 | 100.00 | 52,500.00 | 140.00 | 73,500.00 | 70.00 | 36,750.00 | | 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 135,000.00 | 135,000.00 | 35,000.00 | 35,000.00 | 100,000.00 | 100,000.00 | | 0032 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 5.301 | MILE | 6,985.47 | 37,029.98 | 8,000.00 | 42,408.00 | 8,750.00 | 46,383.75 | 8,500.00 | 45,058.50 | | 0033 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 351 | EACH | 4.50 | 1,579.50 | 5.00 | 1,755.00 | 6.50 | 2,281.50 | 6.50 | 2,281.50 | | 0034 | 713-11-00100 | Portable Changeable Message Signs | 2 | EACH | 13,100.00 | 26,200.00 | 15,000.00 | 30,000.00 | 18,500.00 | 37,000.00 | 18,000.00 | 36,000.00 | | 0035 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 39,000.00 | 39,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 55,000.00 | 55,000.00 | | 0036 | 724-01-00100 | Rumble Strips (Centerline) | 0.268 | MILE | 310.45 | 83.20 | 4,500.00 | 1,206.00 | 300.00 | 80.40 | 320.00 | 85.76 | | 0037 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.537 | MILE | 315.83 | 169.60 | 4,500.00 | 2,416.50 | 300.00 | 161.10 | 320.00 | 171.84 | | 0038 | 725-01-00100 | Temporary Detour Roads | 3,973.5 | SQYD | 124.00 | 492,714.00 | 130.00 | 516,555.00 | 170.00 | 675,495.00 | 135.00 | 536,422.50 | | 0039 | 727-01-00100 | Mobilization | 1 | LUMP | 1,150,000.00 | 1,150,000.00 | 1,500,000.00 | 1,500,000.00 | 1,543,800.00 | 1,543,800.00 | 1,350,000.00 | 1,350,000.00 | | 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 90.00 | 360.00 | 50.00 | 200.00 | 80.00 | 320.00 | | 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 102 | EACH | 5.50 | 561.00 | 6.50 | 663.00 | 6.00 | 612.00 | 6.50 | 663.00 | | 0042 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.654 | MILE | 2,910.52 | 4,814.00 | 3,300.00 | 5,458.20 | 3,500.00 | 5,789.00 | 3,500.00 | 5,789.00 | | 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.114 | MILE | 1,061.40 | 121.00 | 1,200.00 | 136.80 | 1,500.00 | 171.00 | 1,575.00 | 179.55 | | 0044 | 732-05-00100 | Removal of Existing Markings | 0.5 | MILE | 4,900.00 | 2,450.00 | 5,500.00 | 2,750.00 | 5,000.00 | 2,500.00 | 5,000.00 | 2,500.00 | | 0045 | 739-01-00100 | Hydro-Seeding | 3.3 | ACRE | 1,741.63 | 5,747.38 | 2,000.00 | 6,600.00 | 1,700.00 | 5,610.00 | 2,500.00 | 8,250.00 | | 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 150,000.00 | 150,000.00 | 325,000.00 | 325,000.00 | 165,000.00 | 165,000.00 | 110,000.00 | 110,000.00 | | 0047 | 804-01-00600 | Precast Concrete Piles (24") | 5,480 | LNFT | 110.00 | 602,800.00 | 135.00 | 739,800.00 | 125.00 | 685,000.00 | 140.00 | 767,200.00 | | 0048 | 804-01-00700 | Precast Concrete Piles (30") | 5,920 | LNFT | 190.00 | 1,124,800.00 | 224.00 | 1,326,080.00 | 233.00 | 1,379,360.00 | 195.00 | 1,154,400.00 | | 0049 | 804-05-00600 | Precast Concrete Test Piles (24") | 2 | EACH | 40,000.00 | 80,000.00 | 51,800.00 | 103,600.00 | 42,000.00 | 84,000.00 | 40,000.00 | 80,000.00 | | 0050 | 804-05-00700 | Precast Concrete Test Piles (30") | 1 | EACH | 50,000.00 | 50,000.00 | 60,500.00 | 60,500.00 | 52,000.00 | 52,000.00 | 50,000.00 | 50,000.00 | | 0051 | 804-14-00100 | Dynamic Monitoring Assistance | 21 | EACH | 1,500.00 | 31,500.00 | 2,520.00 | 52,920.00 | 2,500.00 | 52,500.00 | 2,000.00 | 42,000.00 | | 0052 | 805-01-00100 | Class A1 Concrete (Slab Span) | 554.72 | CUYD | 675.00 | 374,436.00 | 900.00 | 499,248.00 | 1,200.00 | 665,664.00 | 775.00 | 429,908.00 | | 0053 | 805-01-00200 | Class A1 Concrete (Deck) | 678.58 | CUYD | 650.00 | 441,077.00 | 900.00 | 610,722.00 | 800.00 | 542,864.00 | 1,000.00 | 678,580.00 | | 0054 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 378.65 | CUYD | 825.00 | 312,386.25 | 1,500.00 | 567,975.00 | 1,350.00 | 511,177.50 | 1,600.00 | 605,840.00 | | 0055 | 805-08-01200 | Precast-Prestressed Concrete Girder (Type LG-36) | 2,753 | LNFT | 300.00 | 825,900.00 | 320.00 | 880,960.00 | 350.00 | 963,550.00 | 315.00 | 867,195.00 | | 0056 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 11,084 | SQFT | 1.25 | 13,855.00 | 1.00 | 11,084.00 | 2.00 | 22,168.00 | 1.00 | 11,084.00 | | 0057 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 11,084 | SQFT | 1.15 | 12,746.60 | 0.75 | 8,313.00 | 1.00 | 11,084.00 | 1.00 | 11,084.00 | | 0058 | 806-01-00100 | Deformed Reinforcing Steel | 330,404 | LB | 1.15 | 379,964.60 | 1.10 | 363,444.40 | 1.00 | 330,404.00 | 1.25 | 413,005.00 | | 0059 | 807-04-00100 | Structural Metalwork (Threaded Rods in Diaphragms) | 390 | LUMP | 3,000.00 | 3,000.00 | 3,500.00 | 3,500.00 | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 | | 0060 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 1,670 | LNFT | 98.00 | 163,660.00 | 125.00 | 208,750.00 | 65.00 | 108,550.00 | 100.00 | 167,000.00 | | 0061 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 62.00 | 198,400.00 | 70.00 | 224,000.00 | 80.00 | 256,000.00 | 60.00 | 192,000.00 | | 0062 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 420 | SFIN | 70.00 | 29,400.00 | 60.00 | 25,200.00 | 100.00 | 42,000.00 | 95.00 | 39,900.00 | | 0063 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 300 | SFIN | 70.00 | 21,000.00 | 130.00 | 39,000.00 | 100.00 | 30,000.00 | 85.00 | 25,500.00 | | 0064 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | 425 | LNFT | 285.00 | 121,125.00 | 300.00 | 127,500.00 | 350.00 | 148,750.00 | 500.00 | 212,500.00 | | 0065 | 815-03-00300 | Joint Seal (Poured) | 595 | LNFT | 20.00 | 11,900.00 | 10.00 | 5,950.00 | 10.00 | 5,950.00 | 10.00 | 5,950.00 | | 0066 | 816-02-00100 | Bridge End Drain System (Open Drain) | 4 | EACH | 5,500.00 | 22,000.00 | 20,000.00 | 80,000.00 | 10,000.00 | 40,000.00 | 10,000.00 | 40,000.00 | | 0067 | 817-01-00200 | Temporary Detour Bridge (Steel Truss) | 19,672 | SQFT | 155.00 | 3,049,160.00 | 193.00 | 3,796,696.00 | 240.00 | 4,721,280.00 | 170.00 | 3,344,240.00 | | 0068 | NS-300-00060 | Geogrid | 5,342 | SQYD | 1.75 | 9,348.50 | 0.90 | 4,807.80 | 3.00 | 16,026.00 | 2.25 | 12,019.50 | | 0069 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 240 | LNFT | 10.00 | 2,400.00 | 20.00 | 4,800.00 | 20.00 | 4,800.00 | 20.00 | 4,800.00 | | 0070 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 400 | LNFT | 3.00 | 1,200.00 | 3.75 | 1,500.00 | 3.00 | 1,200.00 | 3.75 | 1,500.00 | | 0071 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 17,914 | INLF | 2.00 | 35,828.00 | 0.60 | 10,748.40 | 1.00 | 17,914.00 | 0.60 | 10,748.40 | | 0072 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 2 | EACH | 5,509.00 | 11,018.00 | 8,000.00 | 16,000.00 | 10,500.00 | 21,000.00 | 7,500.00 | 15,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 11,690,767.39 | | 13,939,822.10 | | 15,438,091.16 | | 16,282,097.86 |
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