Proposal:H.013546.6
Parish:East Baton Rouge
Description:THIBODEAUX ROAD IMPROVEMENTS
Type Construction:GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, LIME TREATMENT, IN-PLACE CEMENT TREATED BASE COURSE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,216,056.35
| Rank | License | Bidder | Construction Bid |
| 1 | 12031 | R.J. Daigle & Sons Contractors, Inc | $940,352.23 |
| 2 | 00046 | Barber Bros. Contracting Co., L.L.C | $1,048,471.15 |
| 3 | 06276 | Barriere Construction Co., LLC | $1,072,931.87 |
| 4 | 44013 | M. Trak, LLC | $1,279,097.97 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
R.J. Daigle & Sons Contractors, Inc | - 2 -
Barber Bros. Contracting Co., L.L.C | - 3 -
Barriere Construction Co., LLC | - 4 -
M. Trak, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-06100 | Removal of Concrete Walks and Drives | 99 | SQYD | 9.70 | 960.30 | 20.00 | 1,980.00 | 0.01 | 0.99 | 25.00 | 2,475.00 | | 0002 | 202-02-32100 | Removal of Pipe (Cross Drain) (30" and 60") | 132 | LNFT | 21.82 | 2,880.24 | 30.00 | 3,960.00 | 55.00 | 7,260.00 | 35.00 | 4,620.00 | | 0003 | 202-02-38240 | Removal of Signs and Supports | 30 | EACH | 42.00 | 1,260.00 | 10.00 | 300.00 | 26.00 | 780.00 | 25.00 | 750.00 | | 0004 | 203-01-00100 | General Excavation | 90 | CUYD | 38.40 | 3,456.00 | 25.00 | 2,250.00 | 35.00 | 3,150.00 | 25.00 | 2,250.00 | | 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 1,845 | CUYD | 25.87 | 47,730.15 | 30.00 | 55,350.00 | 5.00 | 9,225.00 | 22.00 | 40,590.00 | | 0006 | 203-10-00100 | Cleaning Existing Ditches | 3,198 | LNFT | 5.97 | 19,092.06 | 7.00 | 22,386.00 | 9.00 | 28,782.00 | 8.00 | 25,584.00 | | 0007 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 15 | EACH | 154.72 | 2,320.80 | 100.00 | 1,500.00 | 155.00 | 2,325.00 | 50.00 | 750.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 7,259 | LNFT | 1.74 | 12,630.66 | 1.50 | 10,888.50 | 1.45 | 10,525.55 | 3.00 | 21,777.00 | | 0010 | 304-01-00100 | Lime | 259.78 | TON | 247.38 | 64,264.38 | 215.00 | 55,852.70 | 1.00 | 259.78 | 225.00 | 58,450.50 | | 0011 | 304-05-00100 | Lime Treatment (Type E) | 18,327 | SQYD | 1.22 | 22,358.94 | 1.25 | 22,908.75 | 1.00 | 18,327.00 | 4.00 | 73,308.00 | | 0012 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 30.1 | CUYD | 31.89 | 959.89 | 50.00 | 1,505.00 | 100.00 | 3,010.00 | 10.00 | 301.00 | | 0013 | 502-01-00100 | Asphalt Concrete | 3,330.4 | TON | 75.94 | 252,910.58 | 80.00 | 266,432.00 | 100.00 | 333,040.00 | 100.00 | 333,040.00 | | 0014 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 175.2 | TON | 60.00 | 10,512.00 | 130.00 | 22,776.00 | 150.00 | 26,280.00 | 125.00 | 21,900.00 | | 0015 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 7,148 | GAL | 5.27 | 37,669.96 | 4.95 | 35,382.60 | 3.50 | 25,018.00 | 5.00 | 35,740.00 | | 0016 | 507-02-00200 | Aggregate (S2) | 18,327 | SQYD | 1.93 | 35,371.11 | 1.80 | 32,988.60 | 1.50 | 27,490.50 | 2.00 | 36,654.00 | | 0017 | 507-02-00300 | Aggregate (S3) | 18,327 | SQYD | 1.67 | 30,606.09 | 1.60 | 29,323.20 | 1.50 | 27,490.50 | 1.65 | 30,239.55 | | 0018 | 509-01-00100 | Milling Asphalt Pavement | 14,666 | SQYD | 1.95 | 28,598.70 | 2.00 | 29,332.00 | 2.50 | 36,665.00 | 2.25 | 32,998.50 | | 0019 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -611 | CUYD | 0.01 | -6.11 | 0.00 | 0.00 | 1.00 | -611.00 | 0.01 | -6.11 | | 0020 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 50 | LNFT | 400.79 | 20,039.50 | 350.00 | 17,500.00 | 500.00 | 25,000.00 | 410.00 | 20,500.00 | | 0021 | 701-01-02220 | Cross Drain Pipe (60" RCP or 72" CMP) | 42 | LNFT | 446.82 | 18,766.44 | 400.00 | 16,800.00 | 500.00 | 21,000.00 | 1,000.00 | 42,000.00 | | 0022 | 701-02-02040 | Cross Drain Pipe Arch (30" Equiv. RCPA or 36" Equiv. CMPA) | 80 | LNFT | 154.52 | 12,361.60 | 140.00 | 11,200.00 | 350.00 | 28,000.00 | 155.00 | 12,400.00 | | 0023 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 92 | LNFT | 14.63 | 1,345.96 | 5.00 | 460.00 | 3.00 | 276.00 | 45.00 | 4,140.00 | | 0024 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 18 | SQYD | 51.70 | 930.60 | 145.00 | 2,610.00 | 180.00 | 3,240.00 | 150.00 | 2,700.00 | | 0025 | 711-01-05000 | Riprap (130 lb, 24" Thick) | 100 | SQYD | 64.93 | 6,493.00 | 200.00 | 20,000.00 | 180.00 | 18,000.00 | 75.00 | 7,500.00 | | 0026 | 711-04-00100 | Geotextile Fabric | 118 | SQYD | 1.68 | 198.24 | 3.00 | 354.00 | 3.50 | 413.00 | 2.50 | 295.00 | | 0027 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 65,000.00 | 65,000.00 | 80,000.00 | 80,000.00 | 25,000.00 | 25,000.00 | | 0028 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 21,777 | LNFT | 0.28 | 6,097.56 | 0.25 | 5,444.25 | 0.50 | 10,888.50 | 0.30 | 6,533.10 | | 0029 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 22 | LNFT | 11.00 | 242.00 | 10.00 | 220.00 | 11.00 | 242.00 | 1.00 | 22.00 | | 0030 | 713-11-00100 | Portable Changeable Message Signs | 2 | EACH | 1,200.00 | 2,400.00 | 1,000.00 | 2,000.00 | 3,500.00 | 7,000.00 | 1,000.00 | 2,000.00 | | 0031 | 726-01-00100 | Bedding Material | 68.8 | CUYD | 85.22 | 5,863.14 | 60.00 | 4,128.00 | 25.00 | 1,720.00 | 125.00 | 8,600.00 | | 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 62,500.00 | 62,500.00 | 90,000.00 | 90,000.00 | 55,000.00 | 55,000.00 | 125,000.00 | 125,000.00 | | 0033 | 729-01-00100 | Sign (Type A) | 267.3 | SQFT | 22.00 | 5,880.60 | 21.00 | 5,613.30 | 20.00 | 5,346.00 | 85.00 | 22,720.50 | | 0034 | 729-02-00100 | Sign (Type B) | 12 | SQFT | 33.00 | 396.00 | 31.00 | 372.00 | 20.00 | 240.00 | 85.00 | 1,020.00 | | 0035 | 729-08-00100 | Mounting (2 1/2" Size Post) | 2 | EACH | 990.00 | 1,980.00 | 930.00 | 1,860.00 | 1,500.00 | 3,000.00 | 150.00 | 300.00 | | 0036 | 729-08-00200 | Mounting (3 1/2" Size Post) | 2 | EACH | 1,210.00 | 2,420.00 | 1,135.00 | 2,270.00 | 1,500.00 | 3,000.00 | 180.00 | 360.00 | | 0037 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 93.50 | 561.00 | 88.00 | 528.00 | 115.00 | 690.00 | 85.00 | 510.00 | | 0038 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 36 | EACH | 104.50 | 3,762.00 | 98.00 | 3,528.00 | 150.00 | 5,400.00 | 150.00 | 5,400.00 | | 0039 | 731-02-00100 | Reflectorized Raised Pavement Markers | 363 | EACH | 8.25 | 2,994.75 | 7.75 | 2,813.25 | 8.00 | 2,904.00 | 7.50 | 2,722.50 | | 0040 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 22 | LNFT | 22.00 | 484.00 | 21.00 | 462.00 | 25.00 | 550.00 | 175.00 | 3,850.00 | | 0041 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.84 | MILE | 5,500.00 | 10,120.00 | 5,160.00 | 9,494.40 | 6,000.00 | 11,040.00 | 4,000.00 | 7,360.00 | | 0042 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.91 | MILE | 3,300.00 | 3,003.00 | 3,100.00 | 2,821.00 | 3,250.00 | 2,957.50 | 6,500.00 | 5,915.00 | | 0043 | 735-01-00100 | Mailboxes | 61 | EACH | 16.50 | 1,006.50 | 15.50 | 945.50 | 10.00 | 610.00 | 15.00 | 915.00 | | 0044 | 735-02-00100 | Mailbox Supports (Single) | 61 | EACH | 137.50 | 8,387.50 | 125.00 | 7,625.00 | 135.00 | 8,235.00 | 115.00 | 7,015.00 | | 0045 | 739-01-00100 | Hydro-Seeding | 1.95 | ACRE | 2,212.96 | 4,315.27 | 1,250.00 | 2,437.50 | 2,000.00 | 3,900.00 | 2,500.00 | 4,875.00 | | 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 8,640.00 | 8,640.00 | 7,500.00 | 7,500.00 | 12,500.00 | 12,500.00 | 7,500.63 | 7,500.63 | | 0047 | NS-300-00060 | Geogrid | 92 | SQYD | 3.52 | 323.84 | 3.00 | 276.00 | 8.00 | 736.00 | 25.00 | 2,300.00 | | 0048 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 711 | INLF | 1.18 | 838.98 | 1.00 | 711.00 | 1.00 | 711.00 | 2.00 | 1,422.00 | | 0049 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 3,436 | INLF | 1.22 | 4,191.92 | 1.00 | 3,436.00 | 1.25 | 4,295.00 | 2.00 | 6,872.00 | | 0050 | 303-01-00300 | In-Place Cement Stabilized Base Course (10" Thick) | 18,327.4 | SQYD | 8.47 | 155,233.08 | 9.00 | 164,946.60 | 10.75 | 197,019.55 | 12.00 | 219,928.80 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 940,352.23 | | 1,048,471.15 | | 1,072,931.87 | | 1,279,097.97 |
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