Proposal:H.001666.6
Parish:Webster
Routes:LA 160
Description:DORCHEAT BAYOU BRIDGE
Type Construction:CLEARING AND GRUBBING, REMOVAL OF CONCRETE PRECAST SLAB UNIT BRIDGE, GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, CONCRETE SLAB SPAN BRIDGE, DRILLED SHAFT FOUNDATIONS, AND RELATED WORK.
Estimated Construction Cost:$7,087,985.16
| Rank | License | Bidder | Construction Bid |
| 1 | 49239 | WL Bass Construction Inc. | $9,387,832.12 |
| 2 | 55519 | Key, LLC Of Mississippi | $11,058,663.66 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $11,103,539.54 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
WL Bass Construction Inc. | - 2 -
Key, LLC Of Mississippi | - 3 -
JB JAMES CONSTRUCTION LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 2.5 | LUMP | 500,000.00 | 500,000.00 | 55,000.00 | 55,000.00 | 1,000,000.00 | 1,000,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 67 | SQYD | 5.00 | 335.00 | 44.00 | 2,948.00 | 16.00 | 1,072.00 | | 0004 | 202-02-02020 | Removal of Asphalt Pavement | 7,180.6 | SQYD | 6.00 | 43,083.60 | 5.30 | 38,057.18 | 5.00 | 35,903.00 | | 0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 7,180.6 | SQYD | 4.00 | 28,722.40 | 7.00 | 50,264.20 | 5.00 | 35,903.00 | | 0006 | 202-02-04501 | Removal of Bridge Str. No. 04600850507171 (Sta. 110+18.27; 382'X27' Concrete Precast Slab Unit) | 10,314 | LUMP | 225,000.00 | 225,000.00 | 1,250,000.00 | 1,250,000.00 | 1,070,000.00 | 1,070,000.00 | | 0007 | 202-02-04501 | Removal of Bridge Str. No. 04600850507511 (Sta. 128+26.75; 96'x27' Concrete Precast Slab Unit Bridge) | 2,592 | LUMP | 65,000.00 | 65,000.00 | 24,000.00 | 24,000.00 | 33,000.00 | 33,000.00 | | 0008 | 202-02-04501 | Removal of Bridge Str. No. 04600850507651 (Sta. 135+79.90; 115'x31' Concrete Precast Slab Unit Bridge) | 3,565 | LUMP | 65,000.00 | 65,000.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 | | 0009 | 202-02-04501 | Removal of Bridge Str. No. 04600850508001 (Sta. 206+73.99; 95'x27' Concrete Precast Slab Unit Bridge) | 2,565 | LUMP | 50,000.00 | 50,000.00 | 24,000.00 | 24,000.00 | 28,000.00 | 28,000.00 | | 0010 | 202-02-14500 | Removal of Guard Rail | 1,581 | LNFT | 18.00 | 28,458.00 | 12.00 | 18,972.00 | 8.00 | 12,648.00 | | 0011 | 203-01-00100 | General Excavation | 2,418 | CUYD | 12.00 | 29,016.00 | 44.00 | 106,392.00 | 20.00 | 48,360.00 | | 0012 | 203-02-00100 | Drainage Excavation | 1,677 | CUYD | 17.00 | 28,509.00 | 42.00 | 70,434.00 | 20.00 | 33,540.00 | | 0013 | 203-03-00100 | Embankment | 974 | CUYD | 35.00 | 34,090.00 | 60.00 | 58,440.00 | 70.00 | 68,180.00 | | 0014 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 102 | EACH | 150.00 | 15,300.00 | 143.00 | 14,586.00 | 130.00 | 13,260.00 | | 0015 | 204-06-00100 | Temporary Silt Fencing | 5,070 | LNFT | 3.50 | 17,745.00 | 4.60 | 23,322.00 | 3.00 | 15,210.00 | | 0016 | 302-02-12000 | Class II Base Course (12" Thick) | 7,715.1 | SQYD | 45.00 | 347,179.50 | 35.00 | 270,028.50 | 42.00 | 324,034.20 | | 0017 | 304-01-00100 | Lime | 109.36 | TON | 310.00 | 33,901.60 | 385.00 | 42,103.60 | 10.00 | 1,093.60 | | 0018 | 304-05-00100 | Lime Treatment (Type E) | 7,715 | SQYD | 3.50 | 27,002.50 | 18.00 | 138,870.00 | 0.20 | 1,543.00 | | 0019 | 401-01-00100 | Aggregate Surface Course (Net Section) | 32.4 | CUYD | 123.00 | 3,985.20 | 177.00 | 5,734.80 | 160.00 | 5,184.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 1,472.1 | TON | 165.00 | 242,896.50 | 229.00 | 337,110.90 | 160.00 | 235,536.00 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 213.7 | TON | 185.00 | 39,534.50 | 266.00 | 56,844.20 | 190.00 | 40,603.00 | | 0022 | 510-01-00255 | Pavement Patching (15 inch Minimum Thickness) | 256 | SQYD | 275.00 | 70,400.00 | 251.00 | 64,256.00 | 300.00 | 76,800.00 | | 0023 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 40 | LNFT | 134.00 | 5,360.00 | 137.00 | 5,480.00 | 140.00 | 5,600.00 | | 0024 | 702-08-00100 | Side Drain Safety End (Type 1) | 2 | EACH | 3,500.00 | 7,000.00 | 2,740.00 | 5,480.00 | 6,000.00 | 12,000.00 | | 0025 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 1,062.5 | LNFT | 32.00 | 34,000.00 | 42.00 | 44,625.00 | 31.00 | 32,937.50 | | 0026 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 400 | LNFT | 100.00 | 40,000.00 | 124.00 | 49,600.00 | 100.00 | 40,000.00 | | 0027 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 16 | EACH | 3,900.00 | 62,400.00 | 4,180.00 | 66,880.00 | 3,900.00 | 62,400.00 | | 0028 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 2,399 | SQYD | 90.00 | 215,910.00 | 87.00 | 208,713.00 | 80.00 | 191,920.00 | | 0029 | 711-04-00100 | Geotextile Fabric | 2,399 | SQYD | 4.00 | 9,596.00 | 5.30 | 12,714.70 | 5.00 | 11,995.00 | | 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 388,000.00 | 388,000.00 | 163,000.00 | 163,000.00 | 275,000.00 | 275,000.00 | | 0031 | 716-01-00100 | Mulch (Vegetative) | 5 | TON | 800.00 | 4,000.00 | 880.00 | 4,400.00 | 800.00 | 4,000.00 | | 0032 | 717-01-00100 | Seeding | 33 | LB | 16.00 | 528.00 | 18.00 | 594.00 | 16.00 | 528.00 | | 0033 | 718-01-00100 | Fertilizer | 2,472 | LB | 0.65 | 1,606.80 | 0.75 | 1,854.00 | 0.65 | 1,606.80 | | 0034 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 40,000.00 | 40,000.00 | 85,000.00 | 85,000.00 | 30,000.00 | 30,000.00 | | 0035 | 724-01-00100 | Rumble Strips (Centerline) | 0.43 | MILE | 4,100.00 | 1,763.00 | 330.00 | 141.90 | 1,290.00 | 554.70 | | 0036 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.86 | MILE | 4,100.00 | 3,526.00 | 330.00 | 283.80 | 2,580.00 | 2,218.80 | | 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 938,000.00 | 938,000.00 | 1,070,000.00 | 1,070,000.00 | 1,000,000.00 | 1,000,000.00 | | 0038 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 110.00 | 1,760.00 | 105.00 | 1,680.00 | 95.00 | 1,520.00 | | 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 84 | EACH | 15.00 | 1,260.00 | 55.00 | 4,620.00 | 15.00 | 1,260.00 | | 0040 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.789 | MILE | 7,000.00 | 12,523.00 | 17,000.00 | 30,413.00 | 15,000.00 | 26,835.00 | | 0041 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.431 | MILE | 5,000.00 | 2,155.00 | 17,000.00 | 7,327.00 | 17,000.00 | 7,327.00 | | 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 227,000.00 | 227,000.00 | 90,000.00 | 90,000.00 | 195,000.00 | 195,000.00 | | 0043 | 804-01-00400 | Precast Concrete Piles (18") | 5,804 | LNFT | 155.00 | 899,620.00 | 156.00 | 905,424.00 | 150.00 | 870,600.00 | | 0044 | 804-01-00600 | Precast Concrete Piles (24") | 5,418 | LNFT | 222.00 | 1,202,796.00 | 241.00 | 1,305,738.00 | 300.00 | 1,625,400.00 | | 0045 | 805-01-00100 | Class A1 Concrete (Slab Span) | 1,175.07 | CUYD | 400.00 | 470,028.00 | 345.00 | 405,399.15 | 930.00 | 1,092,815.10 | | 0046 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 363.45 | CUYD | 400.00 | 145,380.00 | 345.00 | 125,390.25 | 1,900.00 | 690,555.00 | | 0047 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 10,637.92 | SQFT | 2.50 | 26,594.80 | 3.90 | 41,487.89 | 1.00 | 10,637.92 | | 0048 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 10,637.92 | SQFT | 3.50 | 37,232.72 | 3.90 | 41,487.89 | 1.00 | 10,637.92 | | 0049 | 806-01-00100 | Deformed Reinforcing Steel | 277,565 | LB | 3.00 | 832,695.00 | 8.28 | 2,298,238.20 | 2.00 | 555,130.00 | | 0050 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 1,560 | LNFT | 245.00 | 382,200.00 | 166.00 | 258,960.00 | 130.00 | 202,800.00 | | 0051 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 9,600 | SQFT | 140.00 | 1,344,000.00 | 95.00 | 912,000.00 | 90.00 | 864,000.00 | | 0052 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 936 | SFIN | 124.00 | 116,064.00 | 190.00 | 177,840.00 | 100.00 | 93,600.00 | | 0053 | 815-03-00300 | Joint Seal (Poured) | 1,290 | LNFT | 17.00 | 21,930.00 | 25.00 | 32,250.00 | 15.00 | 19,350.00 | | 0054 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 720 | LNFT | 6.00 | 4,320.00 | 8.80 | 6,336.00 | 1.80 | 1,296.00 | | 0055 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 1,200 | LNFT | 1.00 | 1,200.00 | 5.50 | 6,600.00 | 1.60 | 1,920.00 | | 0056 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 2,225 | INLF | 1.00 | 2,225.00 | 3.30 | 7,342.50 | 1.00 | 2,225.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 9,387,832.12 | | 11,058,663.66 | | 11,103,539.54 |
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