Proposal:H.012911.6
Parish:Iberia, St. Mary
Routes:US 90
Description:US 90: MEDIAN CROSSOVER REMOVAL
Type Construction:GRADING, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, PAVEMENT WIDENING, ASPHALT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$692,904.90
Rank | License | Bidder | Construction Bid |
1 | 33663 | Glenn Lege Construction LLC | $755,964.61 |
2 | 55505 | MERRICK, LLC | $765,819.32 |
3 | 12487 | Diamond B Construction Co., L.L.C. | $799,526.45 |
4 | 51821 | Elliott Construction, LLC | $1,229,800.78 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - Glenn Lege Construction LLC | - 2 - MERRICK, LLC | - 3 - Diamond B Construction Co., L.L.C. | - 4 - Elliott Construction, LLC | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 2,770.8 | SQYD | 3.75 | 10,390.50 | 6.00 | 16,624.80 | 10.00 | 27,708.00 | 13.50 | 37,405.80 | 0002 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 4,959 | SQYD | 4.35 | 21,571.65 | 6.00 | 29,754.00 | 9.00 | 44,631.00 | 12.50 | 61,987.50 | 0003 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | 841 | SQYD | 3.95 | 3,321.95 | 10.00 | 8,410.00 | 12.00 | 10,092.00 | 20.00 | 16,820.00 | 0004 | 202-02-32120 | Removal of Pipe (Side Drain) 24" RCP | 303 | LNFT | 5.50 | 1,666.50 | 13.00 | 3,939.00 | 10.00 | 3,030.00 | 20.00 | 6,060.00 | 0005 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 3,023.9 | SQYD | 10.33 | 31,236.89 | 10.00 | 30,239.00 | 11.00 | 33,262.90 | 23.75 | 71,817.63 | 0006 | 202-02-38200 | Removal of Signs | 35 | EACH | 32.89 | 1,151.15 | 25.00 | 875.00 | 30.00 | 1,050.00 | 55.00 | 1,925.00 | 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 55,189.42 | 55,189.42 | 45,000.00 | 45,000.00 | 95,000.00 | 95,000.00 | 100,000.00 | 100,000.00 | 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 15 | EACH | 263.12 | 3,946.80 | 25.00 | 375.00 | 125.00 | 1,875.00 | 172.00 | 2,580.00 | 0009 | 204-06-00100 | Temporary Silt Fencing | 500 | LNFT | 3.95 | 1,975.00 | 2.00 | 1,000.00 | 3.00 | 1,500.00 | 3.75 | 1,875.00 | 0010 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 178 | CUYD | 37.31 | 6,641.18 | 10.00 | 1,780.00 | 95.00 | 16,910.00 | 105.00 | 18,690.00 | 0011 | 502-01-00100 | Asphalt Concrete | 775.1 | TON | 110.00 | 85,261.00 | 130.00 | 100,763.00 | 155.00 | 120,140.50 | 205.00 | 158,895.50 | 0012 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 177.7 | TON | 125.00 | 22,212.50 | 175.00 | 31,097.50 | 155.00 | 27,543.50 | 250.00 | 44,425.00 | 0013 | 509-01-00100 | Milling Asphalt Pavement | 6,917 | SQYD | 2.80 | 19,367.60 | 5.25 | 36,314.25 | 2.50 | 17,292.50 | 12.00 | 83,004.00 | 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -408 | CUYD | 0.10 | -40.80 | 1.00 | -408.00 | 0.10 | -40.80 | 0.01 | -4.08 | 0015 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 2,044 | SQYD | 93.50 | 191,114.00 | 78.00 | 159,432.00 | 65.00 | 132,860.00 | 115.00 | 235,060.00 | 0016 | 510-02-00100 | Pavement Widening 12" Thickness | 55 | SQYD | 93.50 | 5,142.50 | 75.00 | 4,125.00 | 90.00 | 4,950.00 | 185.00 | 10,175.00 | 0017 | 602-05-02200 | Full Depth Patching of Jointed Concrete Pavement (16.1 square yards to 48.0 square yards) (10" Thick) | 351 | SQYD | 217.07 | 76,191.57 | 315.00 | 110,565.00 | 205.00 | 71,955.00 | 235.00 | 82,485.00 | 0018 | 602-10-00100 | Longitudinal Shoulder Joints | 2,091 | LNFT | 2.23 | 4,662.93 | 3.35 | 7,004.85 | 2.20 | 4,600.20 | 3.00 | 6,273.00 | 0019 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 48,235.00 | 48,235.00 | 46,000.00 | 46,000.00 | 51,000.00 | 51,000.00 | 115,000.00 | 115,000.00 | 0020 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 2,090 | LNFT | 0.28 | 585.20 | 0.25 | 522.50 | 0.25 | 522.50 | 0.25 | 522.50 | 0021 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.909 | MILE | 330.00 | 299.97 | 400.00 | 363.60 | 150.00 | 136.35 | 600.00 | 545.40 | 0022 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 0.455 | MILE | 1,489.42 | 677.69 | 465.00 | 211.58 | 250.00 | 113.75 | 600.00 | 273.00 | 0023 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.396 | MILE | 335.00 | 132.66 | 465.00 | 184.14 | 300.00 | 118.80 | 355.00 | 140.58 | 0024 | 727-01-00100 | Mobilization | 1 | LUMP | 93,210.26 | 93,210.26 | 75,000.00 | 75,000.00 | 75,000.00 | 75,000.00 | 110,000.00 | 110,000.00 | 0025 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 54 | SQFT | 20.05 | 1,082.70 | 21.00 | 1,134.00 | 20.00 | 1,080.00 | 25.00 | 1,350.00 | 0026 | 729-16-00200 | Object Marker Assembly (Type 2) Yellow | 76 | EACH | 66.80 | 5,076.80 | 70.00 | 5,320.00 | 65.00 | 4,940.00 | 72.00 | 5,472.00 | 0027 | 729-19-00300 | Dead End Road Installations (Type C) | 6 | EACH | 890.56 | 5,343.36 | 950.00 | 5,700.00 | 850.00 | 5,100.00 | 960.00 | 5,760.00 | 0028 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | 6 | EACH | 89.06 | 534.36 | 95.00 | 570.00 | 85.00 | 510.00 | 96.00 | 576.00 | 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 71 | EACH | 7.25 | 514.75 | 8.00 | 568.00 | 5.25 | 372.75 | 9.00 | 639.00 | 0030 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 65 | LNFT | 1.56 | 101.40 | 6.00 | 390.00 | 2.20 | 143.00 | 3.00 | 195.00 | 0031 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 125 | LNFT | 7.80 | 975.00 | 18.00 | 2,250.00 | 7.50 | 937.50 | 10.00 | 1,250.00 | 0032 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 0.396 | MILE | 4,114.40 | 1,629.30 | 4,100.00 | 1,623.60 | 8,500.00 | 3,366.00 | 7,700.00 | 3,049.20 | 0033 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.455 | MILE | 3,526.62 | 1,604.61 | 1,500.00 | 682.50 | 3,800.00 | 1,729.00 | 3,000.00 | 1,365.00 | 0034 | 739-01-00100 | Hydro-Seeding | 3.77 | ACRE | 3,668.00 | 13,828.36 | 1,600.00 | 6,032.00 | 1,850.00 | 6,974.50 | 1,675.00 | 6,314.75 | 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,722.40 | 10,722.40 | 6,500.00 | 6,500.00 | 4,000.00 | 4,000.00 | 5,000.00 | 5,000.00 | 0036 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 10,120 | INLF | 1.11 | 11,233.20 | 0.85 | 8,602.00 | 1.00 | 10,120.00 | 1.20 | 12,144.00 | 0037 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 17,275 | INLF | 1.11 | 19,175.25 | 1.00 | 17,275.00 | 1.10 | 19,002.50 | 1.20 | 20,730.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 755,964.61 | | 765,819.32 | | 799,526.45 | | 1,229,800.78 |
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