Proposal:H.007940.6-R1
Parish:Caldwell
Routes:LA 847
Description:BAYOU LAFOURCHE CUTOFF BRIDGE
Type Construction:CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURE, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, PRECAST CONCRETE PILES, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$3,377,732.21
| Rank | License | Bidder | Construction Bid |
| 1 | 34567 | James Construction Group LLC | $3,665,322.74 |
| 2 | 49239 | WL Bass Construction Inc. | $3,753,339.05 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $3,910,892.70 |
| 4 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $4,078,287.00 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
James Construction Group LLC | - 2 -
WL Bass Construction Inc. | - 3 -
JB JAMES CONSTRUCTION LLC | - 4 -
GILCHRIST 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 | 7 | LUMP | 200,000.00 | 200,000.00 | 110,000.00 | 110,000.00 | 60,000.00 | 60,000.00 | 450,000.00 | 450,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 100,000.00 | 100,000.00 | 5,000.00 | 5,000.00 | 10,000.00 | 10,000.00 | 8,000.00 | 8,000.00 | | 0003 | 202-02-04000 | Removal of Bridge (Main Span Superstructure, Steel High Truss Bridge) | 1 | EACH | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 230,000.00 | 230,000.00 | 250,000.00 | 250,000.00 | | 0004 | 202-02-04000 | Removal of Bridge (Sta. 110+3.56; Approach Spans & Main Span Substructure) | 1 | EACH | 150,000.00 | 150,000.00 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | 50,000.00 | 50,000.00 | | 0005 | 202-02-14500 | Removal of Guard Rail | 228 | LNFT | 20.25 | 4,617.00 | 10.00 | 2,280.00 | 20.25 | 4,617.00 | 22.00 | 5,016.00 | | 0006 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 4,452.9 | SQYD | 6.00 | 26,717.40 | 3.00 | 13,358.70 | 8.00 | 35,623.20 | 6.00 | 26,717.40 | | 0007 | 203-01-00100 | General Excavation | 2,030 | CUYD | 7.00 | 14,210.00 | 6.00 | 12,180.00 | 10.00 | 20,300.00 | 11.00 | 22,330.00 | | 0008 | 203-02-00100 | Drainage Excavation | 2,250 | CUYD | 10.00 | 22,500.00 | 10.00 | 22,500.00 | 15.00 | 33,750.00 | 12.00 | 27,000.00 | | 0009 | 203-03-00100 | Embankment | 4,834 | CUYD | 25.00 | 120,850.00 | 12.00 | 58,008.00 | 30.00 | 145,020.00 | 27.00 | 130,518.00 | | 0010 | 204-06-00100 | Temporary Silt Fencing | 4,400 | LNFT | 3.00 | 13,200.00 | 1.00 | 4,400.00 | 2.00 | 8,800.00 | 2.00 | 8,800.00 | | 0011 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 6,599.8 | SQYD | 28.00 | 184,794.40 | 28.00 | 184,794.40 | 24.00 | 158,395.20 | 28.00 | 184,794.40 | | 0012 | 304-05-00100 | Lime Treatment (Type E) | 44.88 | TON | 325.00 | 14,586.00 | 190.00 | 8,527.20 | 450.00 | 20,196.00 | 415.00 | 18,625.20 | | 0013 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 78 | CUYD | 14.00 | 1,092.00 | 90.00 | 7,020.00 | 110.00 | 8,580.00 | 100.00 | 7,800.00 | | 0014 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 1,000 | CUYD | 1.00 | 1,000.00 | 35.00 | 35,000.00 | 50.00 | 50,000.00 | 25.00 | 25,000.00 | | 0015 | 502-01-00100 | Superpave Asphaltic Concrete | 1,238.9 | TON | 105.00 | 130,084.50 | 115.00 | 142,473.50 | 105.00 | 130,084.50 | 95.00 | 117,695.50 | | 0016 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 71 | TON | 240.00 | 17,040.00 | 250.00 | 17,750.00 | 240.00 | 17,040.00 | 150.00 | 10,650.00 | | 0017 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 88 | LNFT | 300.00 | 26,400.00 | 145.00 | 12,760.00 | 265.00 | 23,320.00 | 450.00 | 39,600.00 | | 0018 | 704-03-00100 | Blocked Out Guard Rail | 112.5 | LNFT | 21.54 | 2,423.25 | 21.00 | 2,362.50 | 20.00 | 2,250.00 | 22.00 | 2,475.00 | | 0019 | 704-06-00100 | Guard Rail Anchor Sections (Trailing End) | 2 | LNFT | 287.50 | 575.00 | 105.00 | 210.00 | 287.00 | 574.00 | 300.00 | 600.00 | | 0020 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 70.12 | 5,259.00 | 85.00 | 6,375.00 | 70.00 | 5,250.00 | 72.00 | 5,400.00 | | 0021 | 704-11-00100 | Guard Rail End Treatment (Flared) | 1 | EACH | 2,255.50 | 2,255.50 | 3,100.00 | 3,100.00 | 2,250.00 | 2,250.00 | 2,400.00 | 2,400.00 | | 0022 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 35.9 | SQYD | 95.00 | 3,410.50 | 85.00 | 3,051.50 | 80.00 | 2,872.00 | 250.00 | 8,975.00 | | 0023 | 708-01-00100 | Right-of-Way Monument | 8 | EACH | 350.00 | 2,800.00 | 225.00 | 1,800.00 | 200.00 | 1,600.00 | 350.00 | 2,800.00 | | 0024 | 708-02-00100 | Right-of-Way Monument Witness Post | 8 | EACH | 50.00 | 400.00 | 225.00 | 1,800.00 | 200.00 | 1,600.00 | 350.00 | 2,800.00 | | 0025 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 575 | SQYD | 65.00 | 37,375.00 | 55.00 | 31,625.00 | 65.00 | 37,375.00 | 67.00 | 38,525.00 | | 0026 | 711-04-00100 | Geotextile Fabric | 575 | SQYD | 7.50 | 4,312.50 | 1.25 | 718.75 | 2.00 | 1,150.00 | 4.00 | 2,300.00 | | 0027 | 712-04-00100 | Flexible Revetment | 450 | SQYD | 72.00 | 32,400.00 | 45.00 | 20,250.00 | 55.00 | 24,750.00 | 68.00 | 30,600.00 | | 0028 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 30,000.00 | 30,000.00 | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | | 0029 | 716-01-00100 | Mulch (Vegetative) | 14 | TON | 625.00 | 8,750.00 | 625.00 | 8,750.00 | 625.00 | 8,750.00 | 650.00 | 9,100.00 | | 0030 | 717-01-00100 | Seeding | 560 | LB | 12.00 | 6,720.00 | 10.00 | 5,600.00 | 12.00 | 6,720.00 | 13.00 | 7,280.00 | | 0031 | 718-01-00100 | Fertilizer | 7,000 | LB | 0.45 | 3,150.00 | 0.75 | 5,250.00 | 0.45 | 3,150.00 | 0.50 | 3,500.00 | | 0032 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 13,059.50 | 13,059.50 | 15,000.00 | 15,000.00 | 11,000.00 | 11,000.00 | 8,000.00 | 8,000.00 | | 0033 | 726-01-00100 | Bedding Material | 60.7 | CUYD | 111.00 | 6,737.70 | 70.00 | 4,249.00 | 115.00 | 6,980.50 | 125.00 | 7,587.50 | | 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 365,000.00 | 365,000.00 | 375,000.00 | 375,000.00 | 350,000.00 | 350,000.00 | 400,000.00 | 400,000.00 | | 0035 | 729-16-00200 | Object Marker Assembly (Type 2) | 2 | EACH | 45.00 | 90.00 | 50.00 | 100.00 | 45.00 | 90.00 | 50.00 | 100.00 | | 0036 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 105.00 | 420.00 | 75.00 | 300.00 | 80.00 | 320.00 | | 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 125 | EACH | 8.00 | 1,000.00 | 9.00 | 1,125.00 | 15.00 | 1,875.00 | 9.00 | 1,125.00 | | 0038 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.894 | MILE | 7,485.00 | 14,176.59 | 7,500.00 | 14,205.00 | 10,000.00 | 18,940.00 | 7,500.00 | 14,205.00 | | 0039 | 735-01-00100 | Mailboxes | 1 | EACH | 3.00 | 3.00 | 1.00 | 1.00 | 20.00 | 20.00 | 5.00 | 5.00 | | 0040 | 735-02-00100 | Mailbox Supports (Single) | 1 | EACH | 110.00 | 110.00 | 150.00 | 150.00 | 150.00 | 150.00 | 115.00 | 115.00 | | 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 55,000.00 | 55,000.00 | 100,000.00 | 100,000.00 | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | | 0042 | 804-01-00200 | Precast Concrete Piles (14") | 60 | LNFT | 200.00 | 12,000.00 | 225.00 | 13,500.00 | 120.00 | 7,200.00 | 180.00 | 10,800.00 | | 0043 | 804-01-00600 | Precast Concrete Piles (24") | 1,168 | LNFT | 125.00 | 146,000.00 | 108.00 | 126,144.00 | 130.00 | 151,840.00 | 115.00 | 134,320.00 | | 0044 | 804-01-00700 | Precast Concrete Piles (30") | 2,208 | LNFT | 135.00 | 298,080.00 | 165.00 | 364,320.00 | 160.00 | 353,280.00 | 180.00 | 397,440.00 | | 0045 | 804-05-00700 | Precast Concrete Test Piles (30") | 1 | EACH | 75,000.00 | 75,000.00 | 35,000.00 | 35,000.00 | 150,000.00 | 150,000.00 | 35,000.00 | 35,000.00 | | 0046 | 804-09-00100 | Loading Test Piles | 1 | EACH | 25,000.00 | 25,000.00 | 7,000.00 | 7,000.00 | 50,000.00 | 50,000.00 | 10,000.00 | 10,000.00 | | 0047 | 804-10-00100 | Reloading Test Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 2,000.00 | 2,000.00 | 1,000.00 | 1,000.00 | | 0048 | 804-11-00100 | Redriving Test Piles | 1 | EACH | 1.00 | 1.00 | 1.00 | 1.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | | 0049 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 1.00 | 1.00 | 2,500.00 | 2,500.00 | 1,000.00 | 1,000.00 | | 0050 | 804-17-00100 | Dynamic Monitoring | 9 | EACH | 1,500.00 | 13,500.00 | 570.00 | 5,130.00 | 1,000.00 | 9,000.00 | 1,300.00 | 11,700.00 | | 0051 | 805-01-00700 | Class A Concrete (Bents) | 143.05 | CUYD | 850.00 | 121,592.50 | 1,100.00 | 157,355.00 | 1,800.00 | 257,490.00 | 975.00 | 139,473.75 | | 0052 | 805-04-00100 | Class AA(M) Concrete | 527.07 | CUYD | 750.00 | 395,302.50 | 800.00 | 421,656.00 | 750.00 | 395,302.50 | 750.00 | 395,302.50 | | 0053 | 805-08-00400 | Precast-Prestressed Concrete Girder (Type IV) | 2,196 | LNFT | 145.00 | 318,420.00 | 205.00 | 450,180.00 | 160.00 | 351,360.00 | 165.00 | 362,340.00 | | 0054 | 805-11-00100 | Strip Seal Joints | 120 | LNFT | 200.00 | 24,000.00 | 270.00 | 32,400.00 | 200.00 | 24,000.00 | 180.00 | 21,600.00 | | 0055 | 806-01-00100 | Deformed Reinforcing Steel | 245,435 | LB | 1.06 | 260,161.10 | 1.10 | 269,978.50 | 1.00 | 245,435.00 | 1.25 | 306,793.75 | | 0056 | 807-08-00100 | Structural Metalwork | 573 | LUMP | 11,000.00 | 11,000.00 | 26,500.00 | 26,500.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | | 0057 | 810-01-00100 | Concrete Railing (Standard Barrier) | 310 | LNFT | 80.00 | 24,800.00 | 80.00 | 24,800.00 | 75.00 | 23,250.00 | 100.00 | 31,000.00 | | 0058 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 874 | LNFT | 70.00 | 61,180.00 | 80.00 | 69,920.00 | 85.00 | 74,290.00 | 100.00 | 87,400.00 | | 0059 | 813-01-00100 | Concrete Approach Slabs | 275.12 | SQYD | 265.00 | 72,906.80 | 275.00 | 75,658.00 | 190.00 | 52,272.80 | 275.00 | 75,658.00 | | 0060 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 60 | LNFT | 20.00 | 1,200.00 | 25.00 | 1,500.00 | 10.00 | 600.00 | 30.00 | 1,800.00 | | 0061 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 200 | INLF | 1.00 | 200.00 | 8.00 | 1,600.00 | 1.00 | 200.00 | 11.00 | 2,200.00 | | 0062 | NS-700-00220 | Impact Attenuator (Kinetic; Test Level 3) | 1 | EACH | 25,000.00 | 25,000.00 | 29,000.00 | 29,000.00 | 23,000.00 | 23,000.00 | 25,000.00 | 25,000.00 | | 0063 | NS-804-00006 | Vibration Monitoring | 9 | DAY | 620.00 | 5,580.00 | 500.00 | 4,500.00 | 1,500.00 | 13,500.00 | 1,300.00 | 11,700.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,665,322.74 | | 3,753,339.05 | | 3,910,892.70 | | 4,078,287.00 |
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