Proposal:H.012938.6
Parish:Tangipahoa
Routes:LA 38
Description:LA 38: ST. HELENA P/L - I-55 COA
Type Construction:MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, ASPHALT CONCRETE OVERLAY, BRIDGE REPAIRS, AND RELATED WORK.
Estimated Construction Cost:$590,065.39
| Rank | License | Bidder | Construction Bid |
| 1 | 06276 | Barriere Construction Co., LLC. | $594,569.55 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $665,980.54 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Barriere Construction Co., LLC. | - 2 -
Diamond B Construction Co., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-00020 | Removal of Bridge Ballast (Beaver Creek Sta. 23+90) | 217 | SQYD | 30.00 | 6,510.00 | 45.00 | 9,765.00 | | 0002 | 202-02-14500 | Removal of Guard Rail | 412 | LNFT | 18.25 | 7,519.00 | 14.50 | 5,974.00 | | 0003 | 202-02-38300 | Removal of Sign and U-Channel Post | 4 | EACH | 38.00 | 152.00 | 10.00 | 40.00 | | 0004 | 203-07-00100 | Borrow (Vehicular Measurement) | 75 | CUYD | 100.00 | 7,500.00 | 14.50 | 1,087.50 | | 0005 | 204-02-00100 | Temporary Hay Bales | 12 | EACH | 40.00 | 480.00 | 30.00 | 360.00 | | 0006 | 204-06-00100 | Temporary Silt Fencing | 800 | LNFT | 4.00 | 3,200.00 | 3.00 | 2,400.00 | | 0007 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 726 | CUYD | 1.00 | 726.00 | 75.00 | 54,450.00 | | 0008 | 501-01-00100 | Thin Asphalt Concrete (Dense Mix) | 2,002.7 | TON | 118.00 | 236,318.60 | 123.00 | 246,332.10 | | 0009 | 502-01-00100 | Asphalt Concrete | 280.6 | TON | 165.00 | 46,299.00 | 112.00 | 31,427.20 | | 0010 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 578.6 | TON | 1.00 | 578.60 | 165.00 | 95,469.00 | | 0011 | 509-01-00100 | Milling Asphalt Pavement | 1,669 | SQYD | 7.30 | 12,183.70 | 7.50 | 12,517.50 | | 0012 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -118 | CUYD | 1.00 | -118.00 | 1.00 | -118.00 | | 0013 | 510-01-00102 | Pavement Patching (8" Minimum Thickness) | 17 | SQYD | 165.00 | 2,805.00 | 365.00 | 6,205.00 | | 0014 | 510-01-00260 | Pavement Patching (16 inch Minimum Thickness) | 60 | SQYD | 200.00 | 12,000.00 | 220.00 | 13,200.00 | | 0015 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 130.00 | 13,000.00 | 60.00 | 6,000.00 | | 0016 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 156 | LNFT | 145.00 | 22,620.00 | 85.00 | 13,260.00 | | 0017 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 187.5 | LNFT | 42.00 | 7,875.00 | 26.50 | 4,968.75 | | 0018 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 5,300.00 | 21,200.00 | 2,800.00 | 11,200.00 | | 0019 | 707-01-00100 | Concrete Curb | 54 | LNFT | 112.00 | 6,048.00 | 75.00 | 4,050.00 | | 0020 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | | 0021 | 713-02-00300 | Temporary Pavement Markings (8" Width) | 105 | LNFT | 0.01 | 1.05 | 0.40 | 42.00 | | 0022 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 12 | LNFT | 0.01 | 0.12 | 1.00 | 12.00 | | 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 2.473 | MILE | 0.01 | 0.02 | 154.00 | 380.84 | | 0024 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 9.895 | MILE | 0.01 | 0.10 | 1.00 | 9.90 | | 0025 | 713-11-00100 | Portable Changeable Message Signs | 3 | EACH | 1,000.00 | 3,000.00 | 2,700.00 | 8,100.00 | | 0026 | 724-01-00100 | Rumble Strips (Centerline) Sta. 10+00 - 117+30 | 2.032 | MILE | 410.00 | 833.12 | 1,100.00 | 2,235.20 | | 0027 | 724-02-00100 | Rumble Strips (Shoulder/Edge) Sta. 10+00 - 117+30 | 4.064 | MILE | 410.00 | 1,666.24 | 750.00 | 3,048.00 | | 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 38,300.00 | 38,300.00 | 65,000.00 | 65,000.00 | | 0029 | 729-16-00200 | Object Marker Assembly (Type 2) | 4 | EACH | 76.00 | 304.00 | 90.00 | 360.00 | | 0030 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 150.00 | 600.00 | 110.00 | 440.00 | | 0031 | 731-02-00100 | Reflectorized Raised Pavement Markers | 971 | EACH | 9.00 | 8,739.00 | 6.25 | 6,068.75 | | 0032 | 731-03-00100 | Removal of Raised Pavement Markers | 2.473 | MILE | 500.00 | 1,236.50 | 265.00 | 655.35 | | 0033 | 732-01-02040 | Plastic Pavement Striping (8" Width) (Thermoplastic 125 mil) | 105 | LNFT | 3.00 | 315.00 | 2.00 | 210.00 | | 0034 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 12 | LNFT | 9.00 | 108.00 | 7.25 | 87.00 | | 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 9.895 | MILE | 4,500.00 | 44,527.50 | 2,650.00 | 26,221.75 | | 0036 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.028 | MILE | 1,500.00 | 42.00 | 775.00 | 21.70 | | 0037 | 740-01-00100 | Construction Layout | 1 | LUMP | 5,000.00 | 5,000.00 | 9,500.00 | 9,500.00 | | 0038 | 830-01-00100 | Bridge Superstructure Repair | 1 | EACH | 38,000.00 | 38,000.00 | 10,000.00 | 10,000.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 594,569.55 | | 665,980.54 |
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