Proposal:H.013115.6
Parish:East Baton Rouge
Routes:I-110
Description:I-110: 625' S OF SPANISH TOWN RD - US 61
Type Construction:GRADING, MILLING ASPHALT PAVEMENT, ASPHALT CONCRETE PAVEMENT, HIGH EARLY STRENGTH CONCRETE PAVEMENT PATCHING, AND RELATED WORK.
Estimated Construction Cost:$1,235,920.87
| Rank | License | Bidder | Construction Bid |
| 1 | 39462 | JB JAMES CONSTRUCTION LLC | $1,035,494.08 |
| 2 | 63897 | TL Hawk, LLC | $1,088,729.85 |
| 3 | 21982 | Forby Contracting, Inc. | $1,131,269.50 |
| 4 | 00046 | Barber Bros. Contracting Co., L.L.C | $1,640,269.65 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
JB JAMES CONSTRUCTION LLC | - 2 -
TL Hawk, LLC | - 3 -
Forby Contracting, Inc. | - 4 -
Barber Bros. Contracting Co., L.L.C | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-00020 | Removal of Incidental Pavement (Depth Varies) | 654.3 | SQYD | 21.00 | 13,740.30 | 62.00 | 40,566.60 | 50.00 | 32,715.00 | 25.00 | 16,357.50 | | 0002 | 202-02-06120 | Removal of Curbs (Asphalt) | 975 | LNFT | 14.00 | 13,650.00 | 10.00 | 9,750.00 | 8.00 | 7,800.00 | 12.00 | 11,700.00 | | 0003 | 202-02-06140 | Removal of Curbs (Concrete) | 1,025 | LNFT | 20.00 | 20,500.00 | 10.00 | 10,250.00 | 9.00 | 9,225.00 | 12.00 | 12,300.00 | | 0004 | 202-02-38500 | Removal of Surfacing and Stabilized Base | 162.8 | SQYD | 20.00 | 3,256.00 | 20.00 | 3,256.00 | 40.00 | 6,512.00 | 30.00 | 4,884.00 | | 0005 | 203-01-00100 | General Excavation | 54.3 | CUYD | 75.00 | 4,072.50 | 60.00 | 3,258.00 | 85.00 | 4,615.50 | 100.00 | 5,430.00 | | 0006 | 303-02-00100 | Removal of Existing Patches | 144.6 | SQYD | 80.00 | 11,568.00 | 60.00 | 8,676.00 | 50.00 | 7,230.00 | 50.00 | 7,230.00 | | 0007 | 502-03-00300 | Asphalt Concrete (6" Thick) | 162.8 | SQYD | 50.00 | 8,140.00 | 50.00 | 8,140.00 | 75.00 | 12,210.00 | 100.00 | 16,280.00 | | 0008 | 502-03-00600 | Asphalt Concrete (12" Thick) | 162.8 | SQYD | 70.00 | 11,396.00 | 70.00 | 11,396.00 | 100.00 | 16,280.00 | 200.00 | 32,560.00 | | 0009 | 502-04-00100 | Asphalt Concrete (SMA) Wearing Course | 286.4 | TON | 136.00 | 38,950.40 | 135.00 | 38,664.00 | 165.00 | 47,256.00 | 190.00 | 54,416.00 | | 0010 | 509-01-00100 | Milling Asphalt Pavement | 2,604 | SQYD | 4.75 | 12,369.00 | 4.70 | 12,238.80 | 6.25 | 16,275.00 | 7.00 | 18,228.00 | | 0011 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -144 | CUYD | 22.00 | -3,168.00 | 22.00 | -3,168.00 | 22.00 | -3,168.00 | 0.00 | 0.00 | | 0012 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 980 | LNFT | 3.45 | 3,381.00 | 10.00 | 9,800.00 | 5.00 | 4,900.00 | 10.00 | 9,800.00 | | 0013 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 800 | LNFT | 3.45 | 2,760.00 | 10.00 | 8,000.00 | 6.50 | 5,200.00 | 10.00 | 8,000.00 | | 0014 | 602-16-00100 | High Early Strength (HES) Concrete Pavement Full and Partial Depth Patching (10" THICK) | 1,066 | SQYD | 400.00 | 426,400.00 | 460.00 | 490,360.00 | 495.00 | 527,670.00 | 640.00 | 682,240.00 | | 0015 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 654.3 | SQYD | 100.00 | 65,430.00 | 135.00 | 88,330.50 | 150.00 | 98,145.00 | 125.00 | 81,787.50 | | 0016 | 707-01-00300 | Concrete Curb (Mountable) | 2,000 | LNFT | 30.00 | 60,000.00 | 30.00 | 60,000.00 | 20.00 | 40,000.00 | 30.00 | 60,000.00 | | 0017 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 114,900.00 | 114,900.00 | 100,000.00 | 100,000.00 | 300,000.00 | 300,000.00 | | 0018 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 4,680.5 | LNFT | 0.20 | 936.10 | 0.20 | 936.10 | 0.50 | 2,340.25 | 0.30 | 1,404.15 | | 0019 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 222 | EACH | 5.00 | 1,110.00 | 6.00 | 1,332.00 | 10.00 | 2,220.00 | 8.00 | 1,776.00 | | 0020 | 727-01-00100 | Mobilization | 1 | LUMP | 100,000.00 | 100,000.00 | 104,500.00 | 104,500.00 | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 | | 0021 | 731-02-00100 | Reflectorized Raised Pavement Markers | 222 | EACH | 8.00 | 1,776.00 | 7.00 | 1,554.00 | 10.00 | 2,220.00 | 10.00 | 2,220.00 | | 0022 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 4,680.5 | LNFT | 0.75 | 3,510.38 | 1.50 | 7,020.75 | 1.50 | 7,020.75 | 1.00 | 4,680.50 | | 0023 | 740-01-00100 | Construction Layout | 1 | LUMP | 60,000.00 | 60,000.00 | 11,000.00 | 11,000.00 | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | | 0024 | NS-500-00220 | Sawing and Sealing Longitudinal Joints in Asphalt Concrete Overlay | 2,177 | LNFT | 6.40 | 13,932.80 | 10.00 | 21,770.00 | 5.00 | 10,885.00 | 4.00 | 8,708.00 | | 0025 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 1,332 | LNFT | 6.40 | 8,524.80 | 10.00 | 13,320.00 | 5.00 | 6,660.00 | 4.00 | 5,328.00 | | 0026 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 704 | INLF | 0.70 | 492.80 | 0.75 | 528.00 | 2.50 | 1,760.00 | 2.00 | 1,408.00 | | 0027 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement Used for the removal of Incidental Concrete. | 6,766 | INLF | 1.00 | 6,766.00 | 0.85 | 5,751.10 | 3.00 | 20,298.00 | 2.00 | 13,532.00 | | 0028 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 2 | EACH | 23,000.00 | 46,000.00 | 3,300.00 | 6,600.00 | 10,000.00 | 20,000.00 | 5,000.00 | 10,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,035,494.08 | | 1,088,729.85 | | 1,131,269.50 | | 1,640,269.65 |
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