Proposal:H.010008.6
Parish:Webster
Routes:I-20, LA 532
Description:LA 532 OVER I-20 BRIDGE REPLACEMENT
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE (COMPOSITE WELDED I-BEAM), GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE OVERLAY, PRECAST PRESTRESSED CONCRETE GIRDER SPAN BRIDGE, DRILLED SHAFT FOUNDATIONS, AND RELATED WORK.
Estimated Construction Cost:$11,205,190.43
| Rank | License | Bidder | Construction Bid |
| 1 | 39462 | JB JAMES CONSTRUCTION LLC | $8,056,144.71 |
| 2 | 49239 | WL Bass Construction Inc. | $8,455,972.05 |
| 3 | 55950 | Brown Industrial Construction, LLC | $8,616,757.76 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
JB JAMES CONSTRUCTION LLC | - 2 -
WL Bass Construction Inc. | - 3 -
Brown Industrial Construction, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 14.011 | LUMP | 250,000.00 | 250,000.00 | 30,000.00 | 30,000.00 | 800,000.00 | 800,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 62,500.00 | 62,500.00 | 2,500.00 | 2,500.00 | 10,000.00 | 10,000.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 424 | SQYD | 7.00 | 2,968.00 | 5.00 | 2,120.00 | 4.50 | 1,908.00 | | 0004 | 202-02-02020 | Removal of Asphalt Pavement | 2,275.7 | SQYD | 9.00 | 20,481.30 | 3.70 | 8,420.09 | 4.00 | 9,102.80 | | 0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 10,152.52 | SQYD | 5.00 | 50,762.60 | 4.00 | 40,610.08 | 4.50 | 45,686.34 | | 0006 | 202-02-04501 | Removal of Bridge STR. NO. 04608600703801 - COMPOSITE WELDED I-BEAM | 1 | LUMP | 100,000.00 | 100,000.00 | 300,000.00 | 300,000.00 | 60,000.00 | 60,000.00 | | 0007 | 202-02-06090 | Removal of Concrete Revetment | 1 | LUMP | 10,000.00 | 10,000.00 | 7,000.00 | 7,000.00 | 7,500.00 | 7,500.00 | | 0008 | 202-02-06100 | Removal of Concrete Walks and Drives | 1,672 | SQYD | 7.00 | 11,704.00 | 3.80 | 6,353.60 | 12.00 | 20,064.00 | | 0009 | 202-02-06140 | Removal of Curbs (Concrete) | 179 | LNFT | 9.00 | 1,611.00 | 2.00 | 358.00 | 7.00 | 1,253.00 | | 0010 | 202-02-12000 | Removal of Fence | 965.29 | LNFT | 4.00 | 3,861.16 | 1.00 | 965.29 | 3.00 | 2,895.87 | | 0011 | 202-02-14500 | Removal of Guard Rail | 1,473 | LNFT | 13.00 | 19,149.00 | 3.80 | 5,597.40 | 5.00 | 7,365.00 | | 0012 | 202-02-38240 | Removal of Signs and Supports | 12 | EACH | 50.00 | 600.00 | 220.00 | 2,640.00 | 50.00 | 600.00 | | 0013 | 202-03-38000 | Relocation of Sign Relocate signs | 34 | EACH | 1,500.00 | 51,000.00 | 1,500.00 | 51,000.00 | 250.00 | 8,500.00 | | 0014 | 203-01-00100 | General Excavation | 29,471 | CUYD | 5.75 | 169,458.25 | 10.50 | 309,445.50 | 8.50 | 250,503.50 | | 0015 | 203-03-00100 | Embankment | 10,560 | CUYD | 16.00 | 168,960.00 | 14.75 | 155,760.00 | 10.00 | 105,600.00 | | 0016 | 203-04-00100 | Nonplastic Embankment | 21 | CUYD | 125.00 | 2,625.00 | 150.00 | 3,150.00 | 150.00 | 3,150.00 | | 0017 | 203-08-00100 | Geotextile Fabric | 124 | SQYD | 3.00 | 372.00 | 2.25 | 279.00 | 3.00 | 372.00 | | 0018 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 60 | EACH | 125.00 | 7,500.00 | 125.00 | 7,500.00 | 135.00 | 8,100.00 | | 0019 | 204-06-00100 | Temporary Silt Fencing | 5,964 | LNFT | 3.00 | 17,892.00 | 2.25 | 13,419.00 | 2.00 | 11,928.00 | | 0020 | 302-02-10020 | Class II Base Course (10" Thick) (Crushed Stone) | 15,257.3 | SQYD | 26.00 | 396,689.80 | 36.50 | 556,891.45 | 30.00 | 457,719.00 | | 0021 | 302-02-10030 | Class II Base Course (10" Thick) (Asphalt Concrete Base on Embankment Layer) | 1,303.6 | SQYD | 77.00 | 100,377.20 | 77.00 | 100,377.20 | 56.00 | 73,001.60 | | 0022 | 304-01-00100 | Lime | 235 | TON | 210.00 | 49,350.00 | 220.00 | 51,700.00 | 200.00 | 47,000.00 | | 0023 | 304-05-00100 | Lime Treatment (Type E) | 16,560.9 | SQYD | 2.00 | 33,121.80 | 4.00 | 66,243.60 | 1.50 | 24,841.35 | | 0024 | 401-01-00100 | Aggregate Surface Course (Net Section) | 56.4 | CUYD | 125.00 | 7,050.00 | 65.00 | 3,666.00 | 130.00 | 7,332.00 | | 0025 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 80 | CUYD | 115.00 | 9,200.00 | 70.00 | 5,600.00 | 130.00 | 10,400.00 | | 0026 | 502-01-00100 | Asphalt Concrete | 2,572.2 | TON | 130.00 | 334,386.00 | 150.00 | 385,830.00 | 150.00 | 385,830.00 | | 0027 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,250.4 | TON | 145.00 | 181,308.00 | 175.00 | 218,820.00 | 180.00 | 225,072.00 | | 0028 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -141 | CUYD | 0.10 | -14.10 | 0.01 | -1.41 | 0.01 | -1.41 | | 0029 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 102.22 | SQYD | 150.00 | 15,333.00 | 250.00 | 25,555.00 | 150.00 | 15,333.00 | | 0030 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 142 | LNFT | 94.00 | 13,348.00 | 85.00 | 12,070.00 | 120.00 | 17,040.00 | | 0031 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 265 | LNFT | 108.00 | 28,620.00 | 100.00 | 26,500.00 | 130.00 | 34,450.00 | | 0033 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | 189 | LNFT | 70.00 | 13,230.00 | 95.00 | 17,955.00 | 90.00 | 17,010.00 | | 0034 | 701-04-01060 | Storm Drain Pipe Arch (30" Equiv. RCPA) | 102 | LNFT | 105.00 | 10,710.00 | 148.00 | 15,096.00 | 135.00 | 13,770.00 | | 0035 | 701-04-01100 | Storm Drain Pipe Arch (42" Equiv. RCPA) | 162 | LNFT | 150.00 | 24,300.00 | 185.00 | 29,970.00 | 190.00 | 30,780.00 | | 0036 | 701-04-01120 | Storm Drain Pipe Arch (48" Equiv. RCPA) | 154 | LNFT | 170.00 | 26,180.00 | 200.00 | 30,800.00 | 220.00 | 33,880.00 | | 0037 | 701-05-01043 | Side Drain Pipe (18" RCP/RPVCP/CMP) | 460 | LNFT | 65.00 | 29,900.00 | 50.00 | 23,000.00 | 72.00 | 33,120.00 | | 0038 | 701-05-01062 | Side Drain Pipe (24" RCP/RPVCP/CMP) | 292 | LNFT | 77.00 | 22,484.00 | 60.00 | 17,520.00 | 85.00 | 24,820.00 | | 0039 | 702-02-00100 | Manholes (MH-06) | 1 | EACH | 5,000.00 | 5,000.00 | 5,000.00 | 5,000.00 | 4,000.00 | 4,000.00 | | 0040 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 4,000.00 | 12,000.00 | 5,900.00 | 17,700.00 | 3,400.00 | 10,200.00 | | 0041 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 6,000.00 | 6,000.00 | 7,200.00 | 7,200.00 | 7,000.00 | 7,000.00 | | 0042 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 393.8 | LNFT | 26.00 | 10,238.80 | 26.00 | 10,238.80 | 25.00 | 9,845.00 | | 0043 | 704-05-00300 | Guard Rail Anchor Sections - 31", (Trailing End) | 19.8 | LNFT | 150.00 | 2,970.00 | 150.00 | 2,970.00 | 65.00 | 1,287.00 | | 0044 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 250 | LNFT | 90.00 | 22,500.00 | 90.00 | 22,500.00 | 80.00 | 20,000.00 | | 0045 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 4 | EACH | 3,250.00 | 13,000.00 | 3,250.00 | 13,000.00 | 2,700.00 | 10,800.00 | | 0046 | 704-10-00305 | Guard Rail End Treatment, MASH, (TL-3 Bi-Directional) | 2 | EACH | 6,500.00 | 13,000.00 | 6,500.00 | 13,000.00 | 10,000.00 | 20,000.00 | | 0047 | 705-01-00100 | Barbed Wire Fence | 965.29 | LNFT | 10.00 | 9,652.90 | 10.00 | 9,652.90 | 9.00 | 8,687.61 | | 0048 | 706-02-00200 | Concrete Drive (6" Thick) | 1,008.2 | SQYD | 80.00 | 80,656.00 | 80.00 | 80,656.00 | 65.00 | 65,533.00 | | 0049 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 102.2 | SQYD | 80.00 | 8,176.00 | 70.00 | 7,154.00 | 60.00 | 6,132.00 | | 0050 | 706-03-00200 | Incidental Concrete Paving (5" Thick) | 25.8 | SQYD | 130.00 | 3,354.00 | 92.00 | 2,373.60 | 95.00 | 2,451.00 | | 0051 | 707-01-00300 | Concrete Curb (Mountable) | 319.1 | LNFT | 15.00 | 4,786.50 | 25.00 | 7,977.50 | 18.00 | 5,743.80 | | 0052 | 708-01-00100 | Right-of-Way Monument | 29 | EACH | 200.00 | 5,800.00 | 220.00 | 6,380.00 | 200.00 | 5,800.00 | | 0053 | 708-02-00100 | Right-of-Way Monument Witness Post | 29 | EACH | 200.00 | 5,800.00 | 220.00 | 6,380.00 | 200.00 | 5,800.00 | | 0054 | 710-01-00100 | Flowable Fill | 13 | CUYD | 500.00 | 6,500.00 | 270.00 | 3,510.00 | 280.00 | 3,640.00 | | 0055 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 696 | SQYD | 90.00 | 62,640.00 | 98.00 | 68,208.00 | 100.00 | 69,600.00 | | 0056 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 450,000.00 | 450,000.00 | 350,000.00 | 350,000.00 | 760,000.00 | 760,000.00 | | 0057 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 2,644 | LNFT | 0.85 | 2,247.40 | 0.85 | 2,247.40 | 0.40 | 1,057.60 | | 0058 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 132 | EACH | 6.00 | 792.00 | 6.00 | 792.00 | 7.00 | 924.00 | | 0059 | 717-01-00100 | Seeding | 303.18 | LB | 18.00 | 5,457.24 | 18.00 | 5,457.24 | 18.50 | 5,608.83 | | 0060 | 718-01-00100 | Fertilizer | 10,106 | LB | 0.45 | 4,547.70 | 0.45 | 4,547.70 | 0.45 | 4,547.70 | | 0061 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 3,794 | SQYD | 1.25 | 4,742.50 | 1.25 | 4,742.50 | 1.40 | 5,311.60 | | 0062 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 4,806 | SQYD | 1.75 | 8,410.50 | 1.75 | 8,410.50 | 1.70 | 8,170.20 | | 0063 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 12,251 | SQYD | 1.50 | 18,376.50 | 1.50 | 18,376.50 | 1.80 | 22,051.80 | | 0064 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 10,000.00 | 10,000.00 | 7,250.00 | 7,250.00 | 20,000.00 | 20,000.00 | | 0065 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 1.174 | MILE | 500.00 | 587.00 | 650.00 | 763.10 | 6,000.00 | 7,044.00 | | 0066 | 725-01-00100 | Temporary Detour Roads | 4,845.7 | SQYD | 70.00 | 339,199.00 | 95.00 | 460,341.50 | 90.00 | 436,113.00 | | 0067 | 726-01-00100 | Bedding Material | 132.8 | CUYD | 100.00 | 13,280.00 | 120.00 | 15,936.00 | 130.00 | 17,264.00 | | 0068 | 727-01-00100 | Mobilization | 1 | LUMP | 800,000.00 | 800,000.00 | 840,000.00 | 840,000.00 | 880,000.00 | 880,000.00 | | 0069 | 729-16-00200 | Object Marker Assembly (Type 2) | 16 | EACH | 95.00 | 1,520.00 | 95.00 | 1,520.00 | 100.00 | 1,600.00 | | 0070 | 729-16-00300 | Object Marker Assembly (Type 3) | 8 | EACH | 105.00 | 840.00 | 105.00 | 840.00 | 100.00 | 800.00 | | 0071 | 731-02-00100 | Reflectorized Raised Pavement Markers | 246 | EACH | 6.00 | 1,476.00 | 6.00 | 1,476.00 | 11.00 | 2,706.00 | | 0072 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.285 | MILE | 3,600.00 | 11,826.00 | 3,600.00 | 11,826.00 | 4,000.00 | 13,140.00 | | 0073 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.042 | MILE | 1,200.00 | 50.40 | 1,250.00 | 52.50 | 7,500.00 | 315.00 | | 0074 | 732-02-02080 | Plastic Pavement Striping (Solid Line) (24" Width) (Thermoplastic 90 mil) | 0.014 | MILE | 35,000.00 | 490.00 | 50,000.00 | 700.00 | 18,000.00 | 252.00 | | 0075 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 2 | EACH | 300.00 | 600.00 | 300.00 | 600.00 | 250.00 | 500.00 | | 0076 | 735-01-00100 | Mailboxes | 6 | EACH | 250.00 | 1,500.00 | 25.00 | 150.00 | 200.00 | 1,200.00 | | 0077 | 740-01-00100 | Construction Layout | 1 | LUMP | 132,000.00 | 132,000.00 | 150,000.00 | 150,000.00 | 90,000.00 | 90,000.00 | | 0078 | 802-03-00500 | Temporary Sheeting (10' Total Sheet Height) | 9,200 | SQFT | 30.00 | 276,000.00 | 25.00 | 230,000.00 | 29.00 | 266,800.00 | | 0079 | 803-01-00400 | Drilled Shaft (36" Diameter) | 432 | LNFT | 600.00 | 259,200.00 | 640.00 | 276,480.00 | 550.00 | 237,600.00 | | 0080 | 803-01-00800 | Drilled Shaft (60" Diameter) | 333 | LNFT | 725.00 | 241,425.00 | 1,500.00 | 499,500.00 | 1,250.00 | 416,250.00 | | 0081 | 803-02-00800 | Test Shaft (60" Diameter) | 31 | LNFT | 3,500.00 | 108,500.00 | 2,800.00 | 86,800.00 | 2,200.00 | 68,200.00 | | 0082 | 803-07-00800 | Bi-Directional Load Cell Test (60" Diameter) | 1 | EACH | 100,000.00 | 100,000.00 | 100,000.00 | 100,000.00 | 175,000.00 | 175,000.00 | | 0083 | 803-08-00400 | Crosshole Sonic Log Test (36" Diameter) | 8 | EACH | 3,000.00 | 24,000.00 | 8,500.00 | 68,000.00 | 6,000.00 | 48,000.00 | | 0084 | 803-08-00800 | Crosshole Sonic Log Test (60" Diameter) | 9 | EACH | 3,200.00 | 28,800.00 | 8,500.00 | 76,500.00 | 7,000.00 | 63,000.00 | | 0085 | 805-01-00200 | Class A1 Concrete (Deck) | 421.62 | CUYD | 1,250.00 | 527,025.00 | 350.00 | 147,567.00 | 990.00 | 417,403.80 | | 0086 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 168.83 | CUYD | 1,500.00 | 253,245.00 | 350.00 | 59,090.50 | 1,300.00 | 219,479.00 | | 0087 | 805-01-00400 | Class A1 Concrete (Column) | 36.06 | CUYD | 2,000.00 | 72,120.00 | 350.00 | 12,621.00 | 1,300.00 | 46,878.00 | | 0088 | 805-08-01200 | Precast-Prestressed Concrete Girder (Type LG-36) | 1,696 | LNFT | 400.00 | 678,400.00 | 650.00 | 1,102,400.00 | 240.00 | 407,040.00 | | 0089 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 7,918 | SQFT | 1.00 | 7,918.00 | 1.40 | 11,085.20 | 1.00 | 7,918.00 | | 0090 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 17,500 | SQFT | 1.25 | 21,875.00 | 1.45 | 25,375.00 | 1.20 | 21,000.00 | | 0091 | 806-01-00100 | Deformed Reinforcing Steel | 157,421 | LB | 1.50 | 236,131.50 | 1.40 | 220,389.40 | 1.30 | 204,647.30 | | 0092 | 807-01-00200 | Structural Metalwork (Grade 50) | 178 | LUMP | 25,000.00 | 25,000.00 | 64,000.00 | 64,000.00 | 8,000.00 | 8,000.00 | | 0093 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 32 | LUMP | 10,000.00 | 10,000.00 | 1,000.00 | 1,000.00 | 2,000.00 | 2,000.00 | | 0094 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 632 | LNFT | 120.00 | 75,840.00 | 140.00 | 88,480.00 | 120.00 | 75,840.00 | | 0095 | 810-06-00100 | Concrete Pier Protection System (Vehicle) DESCRIPTION? | 448 | LNFT | 750.00 | 336,000.00 | 500.00 | 224,000.00 | 600.00 | 268,800.00 | | 0096 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 80.00 | 256,000.00 | 85.00 | 272,000.00 | 45.00 | 144,000.00 | | 0097 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 481 | SFIN | 100.00 | 48,100.00 | 70.00 | 33,670.00 | 40.00 | 19,240.00 | | 0098 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) END DAMS & PREFORMED SILICONE SEAL | 121 | LNFT | 425.00 | 51,425.00 | 50.00 | 6,050.00 | 230.00 | 27,830.00 | | 0099 | 816-02-00100 | Bridge End Drain System (Open Drain) | 2 | EACH | 10,000.00 | 20,000.00 | 8,000.00 | 16,000.00 | 9,000.00 | 18,000.00 | | 0100 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 240 | LNFT | 5.00 | 1,200.00 | 7.00 | 1,680.00 | 4.00 | 960.00 | | 0101 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 400 | LNFT | 1.50 | 600.00 | 3.00 | 1,200.00 | 3.00 | 1,200.00 | | 0102 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 11,516.47 | INLF | 0.35 | 4,030.76 | 3.00 | 34,549.41 | 1.00 | 11,516.47 | | 0103 | NS-700-00800 | Impact Attenuator (Construction Zone)(Test Level 2) | 4 | EACH | 3,500.00 | 14,000.00 | 8,000.00 | 32,000.00 | 9,000.00 | 36,000.00 | | 0104 | 509-01-00100 | Milling Asphalt Pavement | 2,142 | SQYD | 12.50 | 26,775.00 | 7.00 | 14,994.00 | 12.00 | 25,704.00 | | 0105 | 728-01-00900 | Jacked or Bored Pipe (18") Structure #104 on I-20 WB | 85 | LNFT | 300.00 | 25,500.00 | 540.00 | 45,900.00 | 440.00 | 37,400.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 8,056,144.71 | | 8,455,972.05 | | 8,616,757.76 |
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