Proposal:H.011687.6
Parish:Livingston
Routes:LA 447
Description:LA 447: LA 1029 - WESTCOLL RD TURN LANES
Type Construction:CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, MILLING ASPHALT PAVEMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$454,940.28
| Rank | License | Bidder | Construction Bid |
| 1 | 00046 | Barber Bros. Contracting Co., L.L.C | $465,796.42 |
| 2 | 54896 | Magee Excavation & Development LLC | $510,000.00 |
| 3 | 06276 | Barriere Construction Co., LLC | $567,430.88 |
| 4 | 12487 | Diamond B Construction Co., L.L.C. | $590,379.91 |
| 5 | 05693 | Industrial Enterprises, Inc. | $768,302.33 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Barber Bros. Contracting Co., L.L.C | - 2 -
Magee Excavation & Development LLC | - 3 -
Barriere Construction Co., LLC | - 4 -
Diamond B Construction Co., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 0.1 | LUMP | 2,500.00 | 2,500.00 | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 11,500.00 | 11,500.00 | | 0002 | 202-02-02000 | Removal of Asphalt Drives | 227.4 | SQYD | 25.00 | 5,685.00 | 10.00 | 2,274.00 | 30.00 | 6,822.00 | 49.00 | 11,142.60 | | 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 195 | SQYD | 22.00 | 4,290.00 | 10.00 | 1,950.00 | 10.00 | 1,950.00 | 26.00 | 5,070.00 | | 0004 | 202-02-38500 | Removal of Surfacing and Stabilized Base LOCATED FROM STATIONS 15+80 TO 18+12 (LA 1090 CL LT) | 884.1 | SQYD | 7.50 | 6,630.75 | 10.00 | 8,841.00 | 10.00 | 8,841.00 | 17.00 | 15,029.70 | | 0005 | 203-01-00100 | General Excavation | 523.8 | CUYD | 14.00 | 7,333.20 | 20.00 | 10,476.00 | 16.00 | 8,380.80 | 49.00 | 25,666.20 | | 0006 | 203-03-00100 | Embankment | 1,019.7 | CUYD | 26.00 | 26,512.20 | 18.00 | 18,354.60 | 38.00 | 38,748.60 | 35.50 | 36,199.35 | | 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 8 | EACH | 25.00 | 200.00 | 10.00 | 80.00 | 10.00 | 80.00 | 25.00 | 200.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 300 | LNFT | 1.10 | 330.00 | 1.00 | 300.00 | 3.00 | 900.00 | 5.00 | 1,500.00 | | 0009 | 302-02-03080 | Class II Base Course (8" Thick) (Asphaltic Concrete Base on Embankment Layer) | 2,758.6 | SQYD | 28.00 | 77,240.80 | 44.50 | 122,757.70 | 35.00 | 96,551.00 | 37.50 | 103,447.50 | | 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 69.7 | CUYD | 85.00 | 5,924.50 | 55.00 | 3,833.50 | 75.00 | 5,227.50 | 67.00 | 4,669.90 | | 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 12 | LNFT | 130.00 | 1,560.00 | 70.00 | 840.00 | 35.00 | 420.00 | 284.00 | 3,408.00 | | 0012 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 104 | LNFT | 82.00 | 8,528.00 | 70.00 | 7,280.00 | 55.00 | 5,720.00 | 135.00 | 14,040.00 | | 0013 | 701-12-01040 | Corrugated Metal Pipe (Extension) (18") | 16 | LNFT | 160.00 | 2,560.00 | 70.00 | 1,120.00 | 145.00 | 2,320.00 | 180.00 | 2,880.00 | | 0014 | 701-15-00100 | Concrete Collar | 2 | EACH | 1,600.00 | 3,200.00 | 390.00 | 780.00 | 750.00 | 1,500.00 | 2,275.00 | 4,550.00 | | 0015 | 706-02-00200 | Concrete Drive (6" Thick) | 146.3 | SQYD | 98.00 | 14,337.40 | 52.50 | 7,680.75 | 65.00 | 9,509.50 | 183.00 | 26,772.90 | | 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 26,000.00 | 26,000.00 | 32,000.00 | 32,000.00 | 62,000.00 | 62,000.00 | 10,000.00 | 10,000.00 | | 0017 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 300 | LNFT | 0.50 | 150.00 | 0.39 | 117.00 | 0.45 | 135.00 | 0.35 | 105.00 | | 0018 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 100 | LNFT | 1.50 | 150.00 | 1.40 | 140.00 | 1.65 | 165.00 | 1.00 | 100.00 | | 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.2 | MILE | 300.00 | 60.00 | 555.00 | 111.00 | 2,000.00 | 400.00 | 154.00 | 30.80 | | 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2 | MILE | 700.00 | 1,400.00 | 558.00 | 1,116.00 | 700.00 | 1,400.00 | 625.00 | 1,250.00 | | 0021 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 15 | EACH | 60.00 | 900.00 | 28.00 | 420.00 | 26.00 | 390.00 | 50.00 | 750.00 | | 0022 | 716-01-00100 | Mulch (Vegetative) | 2 | TON | 1,200.00 | 2,400.00 | 450.00 | 900.00 | 80.00 | 160.00 | 835.00 | 1,670.00 | | 0023 | 717-01-00100 | Seeding | 34.5 | LB | 25.00 | 862.50 | 11.00 | 379.50 | 12.00 | 414.00 | 45.00 | 1,552.50 | | 0024 | 718-01-00100 | Fertilizer | 1,150 | LB | 1.25 | 1,437.50 | 0.55 | 632.50 | 0.75 | 862.50 | 1.00 | 1,150.00 | | 0025 | 726-01-00100 | Bedding Material | 24 | CUYD | 50.00 | 1,200.00 | 60.00 | 1,440.00 | 65.00 | 1,560.00 | 105.00 | 2,520.00 | | 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 30,000.00 | 30,000.00 | 28,500.00 | 28,500.00 | 52,000.00 | 52,000.00 | 40,000.00 | 40,000.00 | | 0027 | 729-01-00100 | Sign (Type A) | 16.4 | SQFT | 30.00 | 492.00 | 28.00 | 459.20 | 17.00 | 278.80 | 30.00 | 492.00 | | 0028 | 729-16-00300 | Object Marker Assembly (Type 3) LOCATED AT 32+38 LT | 4 | EACH | 125.00 | 500.00 | 100.00 | 400.00 | 95.00 | 380.00 | 86.00 | 344.00 | | 0029 | 729-19-00300 | Dead End Road Installations (Type C) SEE STANDARD PLAN HS-03 (T-INTERSECTION) FOR DETAILS AND PERMANENT SIGNING SHEET FOR LOCATION) | 1 | EACH | 850.00 | 850.00 | 810.00 | 810.00 | 665.00 | 665.00 | 1,100.00 | 1,100.00 | | 0030 | 729-21-00100 | U-Channel Post | 2 | EACH | 120.00 | 240.00 | 145.00 | 290.00 | 50.00 | 100.00 | 142.00 | 284.00 | | 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 144 | EACH | 17.50 | 2,520.00 | 6.50 | 936.00 | 10.00 | 1,440.00 | 15.00 | 2,160.00 | | 0032 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 184 | LNFT | 6.00 | 1,104.00 | 1.11 | 204.24 | 3.00 | 552.00 | 5.00 | 920.00 | | 0033 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 482 | LNFT | 16.00 | 7,712.00 | 5.86 | 2,824.52 | 8.00 | 3,856.00 | 15.00 | 7,230.00 | | 0034 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 20 | LNFT | 30.00 | 600.00 | 7.80 | 156.00 | 8.00 | 160.00 | 25.00 | 500.00 | | 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.014 | MILE | 5,200.00 | 10,472.80 | 3,350.00 | 6,746.90 | 5,000.00 | 10,070.00 | 4,500.00 | 9,063.00 | | 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.339 | MILE | 2,000.00 | 678.00 | 1,896.00 | 642.74 | 2,000.00 | 678.00 | 1,475.00 | 500.03 | | 0037 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.128 | MILE | 5,500.00 | 704.00 | 11,164.00 | 1,428.99 | 5,500.00 | 704.00 | 4,700.00 | 601.60 | | 0038 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 7 | EACH | 500.00 | 3,500.00 | 307.00 | 2,149.00 | 320.00 | 2,240.00 | 405.00 | 2,835.00 | | 0039 | 735-01-00100 | Mailboxes | 12 | EACH | 6.00 | 72.00 | 5.00 | 60.00 | 17.00 | 204.00 | 1.00 | 12.00 | | 0040 | 735-02-00100 | Mailbox Supports (Single) | 8 | EACH | 175.00 | 1,400.00 | 134.00 | 1,072.00 | 130.00 | 1,040.00 | 330.00 | 2,640.00 | | 0041 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 300.00 | 600.00 | 475.00 | 950.00 | 240.00 | 480.00 | 330.00 | 660.00 | | 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 4,008.68 | 4,008.68 | 35,000.00 | 35,000.00 | 7,500.00 | 7,500.00 | | 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,586.1 | INLF | 0.65 | 1,030.97 | 1.25 | 1,982.63 | 0.75 | 1,189.58 | 0.80 | 1,268.88 | | 0044 | NS-502-01000 | Asphalt Concrete | 1,586.1 | TON | 88.00 | 139,576.80 | 111.65 | 177,088.07 | 96.00 | 152,265.60 | 95.50 | 151,472.55 | | 0045 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 287 | TON | 140.00 | 40,180.00 | 111.64 | 32,040.68 | 96.00 | 27,552.00 | 150.00 | 43,050.00 | | 0046 | NS-509-01000 | Milling Asphalt Pavement | 5,961 | SQYD | 2.00 | 11,922.00 | 3.80 | 22,651.80 | 4.00 | 23,844.00 | 3.40 | 20,267.40 | | 0047 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -325 | CUYD | 0.00 | 0.00 | 23.00 | -7,475.00 | 25.00 | -8,125.00 | 1.00 | -325.00 | | 0048 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 200 | INLF | 1.25 | 250.00 | 1.25 | 250.00 | 2.00 | 400.00 | 63.00 | 12,600.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 465,796.42 | | 510,000.00 | | 567,430.88 | | 590,379.91 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Industrial Enterprises, Inc. | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 0.1 | LUMP | 12,000.00 | 12,000.00 | | 0002 | 202-02-02000 | Removal of Asphalt Drives | 227.4 | SQYD | 36.00 | 8,186.40 | | 0003 | 202-02-06100 | Removal of Concrete Walks and Drives | 195 | SQYD | 48.00 | 9,360.00 | | 0004 | 202-02-38500 | Removal of Surfacing and Stabilized Base LOCATED FROM STATIONS 15+80 TO 18+12 (LA 1090 CL LT) | 884.1 | SQYD | 12.00 | 10,609.20 | | 0005 | 203-01-00100 | General Excavation | 523.8 | CUYD | 12.00 | 6,285.60 | | 0006 | 203-03-00100 | Embankment | 1,019.7 | CUYD | 24.00 | 24,472.80 | | 0007 | 204-02-00100 | Temporary Hay or Straw Bales | 8 | EACH | 13.20 | 105.60 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 300 | LNFT | 3.00 | 900.00 | | 0009 | 302-02-03080 | Class II Base Course (8" Thick) (Asphaltic Concrete Base on Embankment Layer) | 2,758.6 | SQYD | 79.20 | 218,481.12 | | 0010 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 69.7 | CUYD | 72.00 | 5,018.40 | | 0011 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 12 | LNFT | 84.58 | 1,014.96 | | 0012 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 104 | LNFT | 67.84 | 7,055.36 | | 0013 | 701-12-01040 | Corrugated Metal Pipe (Extension) (18") | 16 | LNFT | 84.08 | 1,345.28 | | 0014 | 701-15-00100 | Concrete Collar | 2 | EACH | 600.00 | 1,200.00 | | 0015 | 706-02-00200 | Concrete Drive (6" Thick) | 146.3 | SQYD | 138.00 | 20,189.40 | | 0016 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 36,000.00 | 36,000.00 | | 0017 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 300 | LNFT | 0.39 | 117.00 | | 0018 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 100 | LNFT | 1.38 | 138.00 | | 0019 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.2 | MILE | 4,400.00 | 880.00 | | 0020 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2 | MILE | 550.00 | 1,100.00 | | 0021 | 713-05-00100 | Temporary Pavement Legends & Symbols (Arrow) | 15 | EACH | 27.50 | 412.50 | | 0022 | 716-01-00100 | Mulch (Vegetative) | 2 | TON | 1,210.00 | 2,420.00 | | 0023 | 717-01-00100 | Seeding | 34.5 | LB | 13.20 | 455.40 | | 0024 | 718-01-00100 | Fertilizer | 1,150 | LB | 0.83 | 954.50 | | 0025 | 726-01-00100 | Bedding Material | 24 | CUYD | 77.00 | 1,848.00 | | 0026 | 727-01-00100 | Mobilization | 1 | LUMP | 67,800.00 | 67,800.00 | | 0027 | 729-01-00100 | Sign (Type A) | 16.4 | SQFT | 16.80 | 275.52 | | 0028 | 729-16-00300 | Object Marker Assembly (Type 3) LOCATED AT 32+38 LT | 4 | EACH | 95.20 | 380.80 | | 0029 | 729-19-00300 | Dead End Road Installations (Type C) SEE STANDARD PLAN HS-03 (T-INTERSECTION) FOR DETAILS AND PERMANENT SIGNING SHEET FOR LOCATION) | 1 | EACH | 660.00 | 660.00 | | 0030 | 729-21-00100 | U-Channel Post | 2 | EACH | 49.23 | 98.46 | | 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 144 | EACH | 6.05 | 871.20 | | 0032 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 184 | LNFT | 1.10 | 202.40 | | 0033 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 482 | LNFT | 5.78 | 2,785.96 | | 0034 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 20 | LNFT | 7.70 | 154.00 | | 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.014 | MILE | 3,300.00 | 6,646.20 | | 0036 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.339 | MILE | 1,870.00 | 633.93 | | 0037 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.128 | MILE | 11,000.00 | 1,408.00 | | 0038 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 7 | EACH | 302.50 | 2,117.50 | | 0039 | 735-01-00100 | Mailboxes | 12 | EACH | 18.00 | 216.00 | | 0040 | 735-02-00100 | Mailbox Supports (Single) | 8 | EACH | 126.50 | 1,012.00 | | 0041 | 735-03-00100 | Mailbox Supports (Double) | 2 | EACH | 236.50 | 473.00 | | 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 19,250.00 | 19,250.00 | | 0043 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 1,586.1 | INLF | 1.04 | 1,649.54 | | 0044 | NS-502-01000 | Asphalt Concrete | 1,586.1 | TON | 144.00 | 228,398.40 | | 0045 | NS-502-01100 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 287 | TON | 168.00 | 48,216.00 | | 0046 | NS-509-01000 | Milling Asphalt Pavement | 5,961 | SQYD | 2.40 | 14,306.40 | | 0047 | NS-509-02000 | Contractor Retained Reclaimed Asphalt Pavement | -325 | CUYD | 0.10 | -32.50 | | 0048 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 200 | INLF | 1.15 | 230.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 768,302.33 |
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