Proposal:H.012927.6
Parish:Assumption
Routes:LA 998
Description:LA 998: LA 308 - UNION PACIFIC RR
Type Construction:GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$443,666.96
| Rank | License | Bidder | Construction Bid |
| 1 | 00046 | Barber Bros. Contracting Co., L.L.C | $409,669.44 |
| 2 | 62139 | HUEY P. STOCKSTILL, LLC | $446,066.32 |
| 3 | 06276 | Barriere Construction Co., LLC | $473,370.60 |
| 4 | 12031 | R.J. Daigle & Sons Contractors, Inc | $566,555.26 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Barber Bros. Contracting Co., L.L.C | - 2 -
HUEY P. STOCKSTILL, LLC | - 3 -
Barriere Construction Co., LLC | - 4 -
R.J. Daigle & Sons Contractors, Inc | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 144.4 | SQYD | 20.00 | 2,888.00 | 21.00 | 3,032.40 | 10.00 | 1,444.00 | 54.75 | 7,905.90 | | 0002 | 202-02-14500 | Removal of Guard Rail | 563.2 | LNFT | 6.50 | 3,660.80 | 6.50 | 3,660.80 | 7.00 | 3,942.40 | 7.96 | 4,483.07 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) (18'' to 24'') | 76 | LNFT | 50.00 | 3,800.00 | 135.00 | 10,260.00 | 30.00 | 2,280.00 | 16.75 | 1,273.00 | | 0004 | 202-02-36000 | Removal of Railroad Grade Crossing | 1 | EACH | 4,000.00 | 4,000.00 | 10,000.00 | 10,000.00 | 1,400.00 | 1,400.00 | 5,742.91 | 5,742.91 | | 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 128 | CUYD | 25.00 | 3,200.00 | 15.00 | 1,920.00 | 150.00 | 19,200.00 | 46.93 | 6,007.04 | | 0007 | 203-10-00100 | Cleaning Existing Ditches | 1,500 | LNFT | 2.50 | 3,750.00 | 10.00 | 15,000.00 | 10.00 | 15,000.00 | 9.35 | 14,025.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 600 | LNFT | 1.00 | 600.00 | 4.25 | 2,550.00 | 5.00 | 3,000.00 | 5.31 | 3,186.00 | | 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 52 | CUYD | 150.00 | 7,800.00 | 60.00 | 3,120.00 | 150.00 | 7,800.00 | 317.07 | 16,487.64 | | 0010 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 60 | CUYD | 85.00 | 5,100.00 | 135.00 | 8,100.00 | 75.00 | 4,500.00 | 132.44 | 7,946.40 | | 0011 | 502-01-00100 | Asphalt Concrete | 1,029.4 | TON | 101.00 | 103,969.40 | 100.00 | 102,940.00 | 110.00 | 113,234.00 | 99.25 | 102,167.95 | | 0012 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 262.1 | TON | 130.00 | 34,073.00 | 100.00 | 26,210.00 | 165.00 | 43,246.50 | 129.14 | 33,847.59 | | 0013 | 502-03-00600 | Asphalt Concrete (12" Thick) | 208 | SQYD | 82.00 | 17,056.00 | 85.00 | 17,680.00 | 70.00 | 14,560.00 | 142.51 | 29,642.08 | | 0014 | 509-01-00100 | Milling Asphalt Pavement | 1,081 | SQYD | 6.00 | 6,486.00 | 3.00 | 3,243.00 | 8.00 | 8,648.00 | 8.56 | 9,253.36 | | 0015 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -30 | CUYD | 0.00 | 0.00 | 0.01 | -0.30 | 0.01 | -0.30 | 0.01 | -0.30 | | 0016 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 404.3 | SQYD | 80.00 | 32,344.00 | 85.00 | 34,365.50 | 80.00 | 32,344.00 | 144.96 | 58,607.33 | | 0017 | 602-02-00100 | Cleaning and Resealing Existing Longitudinal and Transverse Pavement Joints | 1,332 | LNFT | 2.00 | 2,664.00 | 2.50 | 3,330.00 | 6.50 | 8,658.00 | 3.44 | 4,582.08 | | 0018 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 76 | LNFT | 140.00 | 10,640.00 | 240.00 | 18,240.00 | 250.00 | 19,000.00 | 290.41 | 22,071.16 | | 0019 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 438 | LNFT | 95.00 | 41,610.00 | 92.50 | 40,515.00 | 95.00 | 41,610.00 | 115.63 | 50,645.94 | | 0020 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 25 | LNFT | 23.00 | 575.00 | 22.50 | 562.50 | 25.00 | 625.00 | 28.19 | 704.75 | | 0021 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,300.00 | 13,200.00 | 3,250.00 | 13,000.00 | 3,000.00 | 12,000.00 | 4,062.50 | 16,250.00 | | 0022 | 711-03-00100 | Riprap (2 lb) | 15 | TON | 130.00 | 1,950.00 | 165.00 | 2,475.00 | 300.00 | 4,500.00 | 167.71 | 2,515.65 | | 0023 | 711-04-00100 | Geotextile Fabric | 66.6 | SQYD | 3.00 | 199.80 | 4.00 | 266.40 | 3.00 | 199.80 | 2.16 | 143.86 | | 0024 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 38,000.00 | 38,000.00 | 25,000.00 | 25,000.00 | 38,500.00 | 38,500.00 | 6,250.00 | 6,250.00 | | 0025 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 2.366 | MILE | 200.00 | 473.20 | 0.01 | 0.02 | 50.00 | 118.30 | 203.40 | 481.24 | | 0026 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 2.064 | MILE | 200.00 | 412.80 | 450.00 | 928.80 | 50.00 | 103.20 | 940.23 | 1,940.63 | | 0027 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 5.634 | MILE | 200.00 | 1,126.80 | 650.00 | 3,662.10 | 50.00 | 281.70 | 1,251.33 | 7,049.99 | | 0028 | 726-01-00100 | Bedding Material | 28.8 | CUYD | 55.00 | 1,584.00 | 170.00 | 4,896.00 | 80.00 | 2,304.00 | 107.31 | 3,090.53 | | 0029 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 42,000.00 | 42,000.00 | 45,000.00 | 45,000.00 | 33,000.00 | 33,000.00 | | 0030 | 729-16-00200 | Object Marker Assembly (Type 2) | 6 | EACH | 72.00 | 432.00 | 70.00 | 420.00 | 100.00 | 600.00 | 87.50 | 525.00 | | 0031 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 82.00 | 328.00 | 80.00 | 320.00 | 100.00 | 400.00 | 100.00 | 400.00 | | 0032 | 731-02-00100 | Reflectorized Raised Pavement Markers | 153 | EACH | 5.10 | 780.30 | 5.00 | 765.00 | 6.00 | 918.00 | 8.13 | 1,243.89 | | 0033 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.18 | MILE | 3,520.00 | 7,673.60 | 3,450.00 | 7,521.00 | 3,500.00 | 7,630.00 | 4,375.00 | 9,537.50 | | 0034 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.688 | MILE | 1,280.00 | 880.64 | 1,250.00 | 860.00 | 1,250.00 | 860.00 | 1,880.45 | 1,293.75 | | 0035 | 732-05-00100 | Removal of Existing Markings | 0.041 | MILE | 10,500.00 | 430.50 | 10,500.00 | 430.50 | 12,000.00 | 492.00 | 15,243.90 | 625.00 | | 0036 | 739-01-00100 | Hydro-Seeding | 0.4 | ACRE | 2,500.00 | 1,000.00 | 1,000.00 | 400.00 | 5,000.00 | 2,000.00 | 6,250.00 | 2,500.00 | | 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 14,775.00 | 14,775.00 | 15,000.00 | 15,000.00 | 3,125.00 | 3,125.00 | | 0038 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 160 | INLF | 2.00 | 320.00 | 0.01 | 1.60 | 2.00 | 320.00 | 1.83 | 292.80 | | 0039 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 6,000.00 | 6,000.00 | 20,000.00 | 20,000.00 | 1,000.00 | 1,000.00 | 96,356.72 | 96,356.72 | | 0040 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 76 | LNFT | 1.00 | 76.00 | 40.00 | 3,040.00 | 1.00 | 76.00 | 12.30 | 934.80 | | 0041 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 48 | LNFT | 12.20 | 585.60 | 12.00 | 576.00 | 12.00 | 576.00 | 8.75 | 420.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 409,669.44 | | 446,066.32 | | 473,370.60 | | 566,555.26 |
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