Proposal:H.012304.6-R1
Parish:Lafayette
Description:LCG ROAD OVERLAY PROGRAM
Type Construction:DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, IN-PLACE CEMENT STABILIZED BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$4,048,511.60
| Rank | License | Bidder | Construction Bid |
| 1 | 06276 | Barriere Construction Co., LLC | $3,470,685.31 |
| 2 | 33663 | Glenn Lege Construction LLC | $3,710,313.47 |
| 3 | 51821 | Elliott Construction, LLC | $3,815,414.79 |
| 4 | 34356 | Prairie Contractors LLC | $3,931,363.46 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Barriere Construction Co., LLC | - 2 -
Glenn Lege Construction LLC | - 3 -
Elliott Construction, LLC | - 4 -
Prairie Contractors 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 | 2,529.2 | SQYD | 10.00 | 25,292.00 | 5.20 | 13,151.84 | 5.00 | 12,646.00 | 15.00 | 37,938.00 | | 0002 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 2,529.2 | SQYD | 10.00 | 25,292.00 | 5.20 | 13,151.84 | 5.00 | 12,646.00 | 15.00 | 37,938.00 | | 0003 | 202-02-06080 | Removal of Concrete Combination Curb and Gutter | 3,885.5 | LNFT | 1.00 | 3,885.50 | 2.25 | 8,742.38 | 5.50 | 21,370.25 | 7.00 | 27,198.50 | | 0004 | 202-02-14500 | Removal of Guard Rail | 59 | LNFT | 30.00 | 1,770.00 | 18.92 | 1,116.28 | 16.25 | 958.75 | 17.00 | 1,003.00 | | 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) See Summary of Drainage Structures | 66 | LNFT | 80.00 | 5,280.00 | 63.06 | 4,161.96 | 54.00 | 3,564.00 | 55.00 | 3,630.00 | | 0006 | 202-02-32120 | Removal of Pipe (Side Drain) See Summary of Drainage Structures | 83 | LNFT | 80.00 | 6,640.00 | 31.53 | 2,616.99 | 27.00 | 2,241.00 | 30.00 | 2,490.00 | | 0007 | 203-07-00100 | Borrow (Vehicular Measurement) | 188 | CUYD | 200.00 | 37,600.00 | 22.50 | 4,230.00 | 25.00 | 4,700.00 | 30.00 | 5,640.00 | | 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 228 | EACH | 145.00 | 33,060.00 | 126.50 | 28,842.00 | 113.00 | 25,764.00 | 125.00 | 28,500.00 | | 0009 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 72,219 | SQYD | 7.75 | 559,697.25 | 8.95 | 646,360.05 | 8.65 | 624,694.35 | 8.90 | 642,749.10 | | 0010 | 303-02-00100 | Removal of Existing Patches | 500 | SQYD | 5.00 | 2,500.00 | 1.00 | 500.00 | 10.00 | 5,000.00 | 10.00 | 5,000.00 | | 0011 | 304-01-00100 | Lime | 877.5 | TON | 250.00 | 219,375.00 | 215.00 | 188,662.50 | 250.00 | 219,375.00 | 353.00 | 309,757.50 | | 0012 | 304-05-00100 | Lime Treatment (Type E) | 72,219 | SQYD | 0.90 | 64,997.10 | 0.50 | 36,109.50 | 2.95 | 213,046.05 | 3.15 | 227,489.85 | | 0013 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 900 | CUYD | 25.00 | 22,500.00 | 20.00 | 18,000.00 | 25.00 | 22,500.00 | 85.00 | 76,500.00 | | 0014 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 244.6 | CUYD | 25.00 | 6,115.00 | 85.00 | 20,791.00 | 20.00 | 4,892.00 | 85.00 | 20,791.00 | | 0015 | 502-01-00100 | Asphalt Concrete | 14,190.9 | TON | 92.00 | 1,305,562.80 | 93.00 | 1,319,753.70 | 105.00 | 1,490,044.50 | 95.00 | 1,348,135.50 | | 0016 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 2,325.7 | TON | 1.00 | 2,325.70 | 120.56 | 280,386.39 | 130.00 | 302,341.00 | 80.00 | 186,056.00 | | 0017 | 509-01-00100 | Milling Asphalt Pavement | 72,381 | SQYD | 3.00 | 217,143.00 | 2.40 | 173,714.40 | 2.25 | 162,857.25 | 4.00 | 289,524.00 | | 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -6,979 | CUYD | 1.00 | -6,979.00 | 0.10 | -697.90 | 0.01 | -69.79 | 0.01 | -69.79 | | 0019 | 510-01-00100 | Pavement Patching (6" Minimum Thickness) | 80 | SQYD | 65.00 | 5,200.00 | 148.00 | 11,840.00 | 68.00 | 5,440.00 | 100.00 | 8,000.00 | | 0020 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 378 | SQYD | 90.00 | 34,020.00 | 125.00 | 47,250.00 | 155.00 | 58,590.00 | 175.00 | 66,150.00 | | 0021 | 701-01-01100 | Cross Drain Pipe (54" RCP) | 88 | LNFT | 335.00 | 29,480.00 | 536.03 | 47,170.64 | 459.00 | 40,392.00 | 430.00 | 37,840.00 | | 0022 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | 20 | LNFT | 275.00 | 5,500.00 | 182.88 | 3,657.60 | 157.00 | 3,140.00 | 150.00 | 3,000.00 | | 0023 | 701-03-01082 | Storm Drain Pipe (36" RCP/RPVCP) | 24 | LNFT | 300.00 | 7,200.00 | 258.56 | 6,205.44 | 222.00 | 5,328.00 | 210.00 | 5,040.00 | | 0024 | 701-03-01092 | Storm Drain Pipe (42" RCP/RPVCP) | 56 | LNFT | 300.00 | 16,800.00 | 359.46 | 20,129.76 | 308.00 | 17,248.00 | 290.00 | 16,240.00 | | 0025 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 18 | LNFT | 230.00 | 4,140.00 | 441.44 | 7,945.92 | 378.00 | 6,804.00 | 355.00 | 6,390.00 | | 0026 | 701-15-00100 | Concrete Collar | 3 | EACH | 2,700.00 | 8,100.00 | 2,459.44 | 7,378.32 | 2,106.00 | 6,318.00 | 2,000.00 | 6,000.00 | | 0027 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 144 | LNFT | 1.00 | 144.00 | 18.92 | 2,724.48 | 17.00 | 2,448.00 | 17.00 | 2,448.00 | | 0028 | 702-02-00100 | Manholes (MH-06) | 4 | EACH | 7,500.00 | 30,000.00 | 10,342.25 | 41,369.00 | 8,860.00 | 35,440.00 | 8,400.00 | 33,600.00 | | 0029 | 707-03-00100 | Combination Concrete Curb and Gutter | 1,744 | LNFT | 50.00 | 87,200.00 | 23.50 | 40,984.00 | 22.00 | 38,368.00 | 30.00 | 52,320.00 | | 0030 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 215,000.00 | 215,000.00 | 99,400.00 | 99,400.00 | 75,000.00 | 75,000.00 | 15,000.00 | 15,000.00 | | 0031 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.778 | MILE | 242.08 | 1,882.90 | 650.00 | 5,055.70 | 650.00 | 5,055.70 | 900.00 | 7,000.20 | | 0032 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 28.182 | MILE | 280.00 | 7,890.96 | 1,109.90 | 31,279.20 | 1,080.00 | 30,436.56 | 1,100.00 | 31,000.20 | | 0033 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 6,000.00 | 6,000.00 | 12,300.00 | 12,300.00 | 8,000.00 | 8,000.00 | 10,000.00 | 10,000.00 | | 0034 | 726-01-00100 | Bedding Material | 33.9 | CUYD | 90.00 | 3,051.00 | 126.13 | 4,275.81 | 108.00 | 3,661.20 | 110.00 | 3,729.00 | | 0035 | 727-01-00100 | Mobilization | 1 | LUMP | 290,000.00 | 290,000.00 | 365,165.00 | 365,165.00 | 175,000.00 | 175,000.00 | 220,000.00 | 220,000.00 | | 0036 | 729-16-00300 | Object Marker Assembly (Type 3) | 18 | EACH | 105.00 | 1,890.00 | 125.00 | 2,250.00 | 92.00 | 1,656.00 | 125.00 | 2,250.00 | | 0037 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,198 | EACH | 7.00 | 8,386.00 | 7.25 | 8,685.50 | 7.00 | 8,386.00 | 6.75 | 8,086.50 | | 0038 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 988 | LNFT | 8.25 | 8,151.00 | 7.80 | 7,706.40 | 7.50 | 7,410.00 | 8.00 | 7,904.00 | | 0039 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 14.091 | MILE | 4,100.00 | 57,773.10 | 3,885.00 | 54,743.54 | 3,780.00 | 53,263.98 | 3,600.00 | 50,727.60 | | 0040 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.889 | MILE | 1,750.00 | 6,805.75 | 1,110.00 | 4,316.79 | 1,080.00 | 4,200.12 | 1,100.00 | 4,277.90 | | 0041 | 739-01-00100 | Hydro-Seeding | 1.6 | ACRE | 1,900.00 | 3,040.00 | 2,775.00 | 4,440.00 | 2,800.00 | 4,480.00 | 3,000.00 | 4,800.00 | | 0042 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 22,150.00 | 22,150.00 | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | | 0043 | 805-01-00900 | Class A1 Concrete HEADWALL | 30.14 | CUYD | 2,100.00 | 63,294.00 | 2,333.31 | 70,325.96 | 1,998.00 | 60,219.72 | 1,900.00 | 57,266.00 | | 0044 | 806-01-00100 | Deformed Reinforcing Steel | 1,808 | LB | 1.75 | 3,164.00 | 3.16 | 5,713.28 | 2.70 | 4,881.60 | 2.60 | 4,700.80 | | 0045 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 11,613 | INLF | 1.25 | 14,516.25 | 1.40 | 16,258.20 | 1.35 | 15,677.55 | 0.20 | 2,322.60 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,470,685.31 | | 3,710,313.47 | | 3,815,414.79 | | 3,931,363.46 |
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