Proposal:H.012110.6
Parish:East Feliciana
Routes:LA 68
Description:LA 68: US 61 - LA 964
Type Construction:CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, IN-PLACE CEMENT TREATED SUBGRADE, ASPHALT SURFACE TREATMENT, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$5,588,773.69
| Rank | License | Bidder | Construction Bid |
| 1 | 12031 | R.J. Daigle & Sons Contractors, Inc | $6,988,277.02 |
| 2 | 08584 | Madden Contracting Co., LLC | $7,427,376.03 |
| 3 | 00046 | Barber Bros. Contracting Co., L.L.C | $7,522,884.50 |
| 4 | 06276 | Barriere Construction Co., LLC | $7,559,821.69 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - R.J. Daigle & Sons Contractors, Inc | - 2 - Madden Contracting Co., LLC | - 3 - Barber Bros. Contracting Co., L.L.C | - 4 - Barriere Construction Co., LLC | | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 0.1 | LUMP | 15,400.00 | 15,400.00 | 45,000.00 | 45,000.00 | 15,000.00 | 15,000.00 | 28,265.00 | 28,265.00 | | 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 34 | SQYD | 13.41 | 455.94 | 30.00 | 1,020.00 | 14.00 | 476.00 | 27.00 | 918.00 | | 0003 | 202-02-14500 | Removal of Guard Rail | 530 | LNFT | 9.08 | 4,812.40 | 8.25 | 4,372.50 | 9.00 | 4,770.00 | 9.50 | 5,035.00 | | 0004 | 202-02-32000 | Removal of Paved Ditches | 90 | SQYD | 13.99 | 1,259.10 | 25.00 | 2,250.00 | 14.00 | 1,260.00 | 38.50 | 3,465.00 | | 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) SEE DRAINAGE SUMMARY FOR LOCATIONS | 428 | LNFT | 22.80 | 9,758.40 | 40.00 | 17,120.00 | 23.00 | 9,844.00 | 96.00 | 41,088.00 | | 0006 | 202-02-32120 | Removal of Pipe (Side Drain) SEE DRAINAGE SUMMARY FOR LOCATIONS | 37 | LNFT | 12.83 | 474.71 | 40.00 | 1,480.00 | 13.00 | 481.00 | 84.00 | 3,108.00 | | 0007 | 202-02-32180 | Removal of Pipe Headwalls | 4 | EACH | 1,508.46 | 6,033.84 | 5,000.00 | 20,000.00 | 1,500.00 | 6,000.00 | 876.00 | 3,504.00 | | 0008 | 203-01-00100 | General Excavation | 364.9 | CUYD | 7.43 | 2,711.21 | 50.00 | 18,245.00 | 40.00 | 14,596.00 | 20.00 | 7,298.00 | | 0009 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,764 | CUYD | 37.54 | 103,760.56 | 32.00 | 88,448.00 | 40.00 | 110,560.00 | 46.50 | 128,526.00 | | 0010 | 203-10-00100 | Cleaning Existing Ditches | 3,400 | LNFT | 10.60 | 36,040.00 | 13.00 | 44,200.00 | 10.00 | 34,000.00 | 5.50 | 18,700.00 | | 0011 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 41 | EACH | 165.00 | 6,765.00 | 150.00 | 6,150.00 | 125.00 | 5,125.00 | 168.00 | 6,888.00 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 2,049 | LNFT | 2.20 | 4,507.80 | 2.00 | 4,098.00 | 1.85 | 3,790.65 | 2.00 | 4,098.00 | | 0013 | 303-01-00400 | In-Place Cement Stabilized Base Course (12" Thick) | 61,958 | SQYD | 14.30 | 885,999.40 | 12.73 | 788,725.34 | 15.00 | 929,370.00 | 14.00 | 867,412.00 | | 0014 | 303-02-00100 | Removal of Existing Patches | 500 | SQYD | 14.16 | 7,080.00 | 1.00 | 500.00 | 22.00 | 11,000.00 | 42.00 | 21,000.00 | | 0015 | 304-01-00100 | Lime | 1,053.9 | TON | 267.36 | 281,770.70 | 275.00 | 289,822.50 | 225.00 | 237,127.50 | 246.50 | 259,786.35 | | 0016 | 304-03-00400 | Lime Treatment (Type C) (12" Thick) | 74,350 | SQYD | 5.25 | 390,337.50 | 3.05 | 226,767.50 | 4.00 | 297,400.00 | 6.25 | 464,687.50 | | 0017 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 61,958 | SQYD | 11.48 | 711,277.84 | 11.33 | 701,984.14 | 15.00 | 929,370.00 | 13.00 | 805,454.00 | | 0018 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 243 | CUYD | 204.24 | 49,630.32 | 205.41 | 49,914.63 | 85.00 | 20,655.00 | 252.00 | 61,236.00 | | 0019 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 500 | CUYD | 115.32 | 57,660.00 | 100.00 | 50,000.00 | 100.00 | 50,000.00 | 125.00 | 62,500.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 16,682.1 | TON | 86.84 | 1,448,673.56 | 95.89 | 1,599,646.57 | 89.00 | 1,484,706.90 | 94.00 | 1,568,117.40 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 440.7 | TON | 146.87 | 64,725.61 | 345.40 | 152,217.78 | 160.00 | 70,512.00 | 280.00 | 123,396.00 | | 0022 | 502-03-00600 | Asphalt Concrete (12" Thick) STATION 52+30 | 18 | SQYD | 251.67 | 4,530.06 | 150.00 | 2,700.00 | 85.00 | 1,530.00 | 842.00 | 15,156.00 | | 0023 | 507-01-00100 | Asphalt Material (CRS-2P Emulsion) | 41,226 | GAL | 3.11 | 128,212.86 | 2.82 | 116,257.32 | 3.10 | 127,800.60 | 3.25 | 133,984.50 | | 0024 | 507-02-00200 | Aggregate (S2) | 60,627 | SQYD | 2.26 | 137,017.02 | 2.05 | 124,285.35 | 2.25 | 136,410.75 | 2.25 | 136,410.75 | | 0025 | 507-02-00300 | Aggregate (S3) | 60,627 | SQYD | 1.98 | 120,041.46 | 1.80 | 109,128.60 | 2.00 | 121,254.00 | 2.00 | 121,254.00 | | 0026 | 509-01-00100 | Milling Asphalt Pavement | 49,635 | SQYD | 2.37 | 117,634.95 | 3.07 | 152,379.45 | 3.50 | 173,722.50 | 2.50 | 124,087.50 | | 0027 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -2,059 | CUYD | 0.01 | -20.59 | 0.01 | -20.59 | 0.00 | 0.00 | 0.01 | -20.59 | | 0028 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 600 | SQYD | 104.75 | 62,850.00 | 169.41 | 101,646.00 | 65.00 | 39,000.00 | 91.50 | 54,900.00 | | 0029 | 701-06-00080 | Side Drain Pipe Arch (36" Equiv. RCPA) | 192 | LNFT | 210.74 | 40,462.08 | 225.00 | 43,200.00 | 210.00 | 40,320.00 | 228.50 | 43,872.00 | | 0030 | 701-08-00100 | Relaying Pipe Relay Exist 54" Cross Drain Pipe | 24 | LNFT | 256.28 | 6,150.72 | 400.00 | 9,600.00 | 260.00 | 6,240.00 | 492.00 | 11,808.00 | | 0031 | 701-15-00100 | Concrete Collar | 3 | EACH | 1,659.27 | 4,977.81 | 1,100.00 | 3,300.00 | 1,670.00 | 5,010.00 | 2,431.00 | 7,293.00 | | 0032 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 742 | LNFT | 20.11 | 14,921.62 | 5.00 | 3,710.00 | 20.00 | 14,840.00 | 23.75 | 17,622.50 | | 0033 | 702-02-00900 | Manholes (MH-14X Open) | 1 | EACH | 13,097.36 | 13,097.36 | 18,500.00 | 18,500.00 | 13,000.00 | 13,000.00 | 36,178.00 | 36,178.00 | | 0034 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 280 | LNFT | 52.80 | 14,784.00 | 48.00 | 13,440.00 | 53.00 | 14,840.00 | 54.25 | 15,190.00 | | 0035 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 300.2 | LNFT | 41.25 | 12,383.25 | 37.50 | 11,257.50 | 41.00 | 12,308.20 | 42.50 | 12,758.50 | | 0036 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 125.40 | 12,540.00 | 114.00 | 11,400.00 | 126.00 | 12,600.00 | 129.00 | 12,900.00 | | 0037 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 4,125.00 | 16,500.00 | 3,750.00 | 15,000.00 | 4,150.00 | 16,600.00 | 4,240.00 | 16,960.00 | | 0038 | 707-04-00100 | Asphalt Curb | 54 | LNFT | 63.33 | 3,419.82 | 50.00 | 2,700.00 | 48.00 | 2,592.00 | 221.00 | 11,934.00 | | 0039 | 710-01-00100 | Flowable Fill STATION 51+75 | 57 | CUYD | 268.41 | 15,299.37 | 175.00 | 9,975.00 | 270.00 | 15,390.00 | 226.00 | 12,882.00 | | 0040 | 711-03-00400 | Riprap (55 lb) | 820 | TON | 123.21 | 101,032.20 | 83.00 | 68,060.00 | 120.00 | 98,400.00 | 88.00 | 72,160.00 | | 0041 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 275,220.00 | 275,220.00 | 449,755.00 | 449,755.00 | 390,000.00 | 390,000.00 | 430,000.00 | 430,000.00 | | 0042 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 88 | LNFT | 0.28 | 24.64 | 0.25 | 22.00 | 0.25 | 22.00 | 0.25 | 22.00 | | 0043 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 11.64 | MILE | 275.00 | 3,201.00 | 350.00 | 4,074.00 | 250.00 | 2,910.00 | 132.00 | 1,536.48 | | 0044 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.904 | MILE | 714.52 | 4,218.53 | 650.00 | 3,837.60 | 650.00 | 3,837.60 | 735.00 | 4,339.44 | | 0045 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 36.984 | MILE | 1,044.89 | 38,644.21 | 950.00 | 35,134.80 | 950.00 | 35,134.80 | 1,074.00 | 39,720.82 | | 0046 | 713-05-00400 | Temporary Pavement Legends & Symbols (RR Crossing) | 2 | EACH | 55.00 | 110.00 | 50.00 | 100.00 | 50.00 | 100.00 | 56.50 | 113.00 | | 0047 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 512 | EACH | 2.75 | 1,408.00 | 2.50 | 1,280.00 | 2.50 | 1,280.00 | 3.00 | 1,536.00 | | 0048 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 5,800 | SQYD | 2.48 | 14,384.00 | 1.98 | 11,484.00 | 1.30 | 7,540.00 | 1.50 | 8,700.00 | | 0049 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 9,600.00 | 9,600.00 | 7,500.00 | 7,500.00 | 12,000.00 | 12,000.00 | 31,204.00 | 31,204.00 | | 0050 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 7.704 | MILE | 285.85 | 2,202.19 | 260.00 | 2,003.04 | 300.00 | 2,311.20 | 1,473.00 | 11,347.99 | | 0051 | 726-01-00100 | Bedding Material | 548 | CUYD | 113.97 | 62,455.56 | 119.00 | 65,212.00 | 105.00 | 57,540.00 | 136.00 | 74,528.00 | | 0052 | 727-01-00100 | Mobilization | 1 | LUMP | 333,600.00 | 333,600.00 | 506,150.00 | 506,150.00 | 620,000.00 | 620,000.00 | 493,000.00 | 493,000.00 | | 0053 | 729-16-00200 | Object Marker Assembly (Type 2) | 28 | EACH | 60.50 | 1,694.00 | 55.00 | 1,540.00 | 60.00 | 1,680.00 | 62.00 | 1,736.00 | | 0054 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 104.50 | 418.00 | 95.00 | 380.00 | 105.00 | 420.00 | 107.50 | 430.00 | | 0055 | 731-02-00100 | Reflectorized Raised Pavement Markers | 766 | EACH | 7.70 | 5,898.20 | 7.00 | 5,362.00 | 8.00 | 6,128.00 | 8.00 | 6,128.00 | | 0056 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 60 | LNFT | 27.50 | 1,650.00 | 25.00 | 1,500.00 | 28.00 | 1,680.00 | 28.25 | 1,695.00 | | 0057 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 12.328 | MILE | 4,950.80 | 61,033.46 | 4,500.00 | 55,476.00 | 5,000.00 | 61,640.00 | 5,088.00 | 62,724.86 | | 0058 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.968 | MILE | 1,321.34 | 2,600.40 | 1,200.00 | 2,361.60 | 1,300.00 | 2,558.40 | 1,356.75 | 2,670.08 | | 0059 | 732-04-18000 | Plastic Pavement Legends and Symbols (RR Crossing) | 2 | EACH | 935.00 | 1,870.00 | 850.00 | 1,700.00 | 940.00 | 1,880.00 | 961.00 | 1,922.00 | | 0060 | 732-05-00100 | Removal of Existing Markings | 0.03 | MILE | 27,500.00 | 825.00 | 25,000.00 | 750.00 | 26,000.00 | 780.00 | 28,265.00 | 847.95 | | 0061 | 735-01-00100 | Mailboxes | 36 | EACH | 220.00 | 7,920.00 | 10.00 | 360.00 | 220.00 | 7,920.00 | 28.00 | 1,008.00 | | 0062 | 735-02-00100 | Mailbox Supports (Single) | 36 | EACH | 27.50 | 990.00 | 200.00 | 7,200.00 | 27.00 | 972.00 | 226.00 | 8,136.00 | | 0063 | 739-01-00100 | Hydro-Seeding | 1.984 | ACRE | 2,909.12 | 5,771.69 | 2,350.00 | 4,662.40 | 2,600.00 | 5,158.40 | 2,834.00 | 5,622.66 | | 0064 | 740-01-00100 | Construction Layout | 1 | LUMP | 43,500.00 | 43,500.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | 50,000.00 | | 0065 | 805-15-00100 | Reinforced Concrete Box Culverts (Precast) (4' x 4') | 128 | LNFT | 971.59 | 124,363.52 | 875.00 | 112,000.00 | 980.00 | 125,440.00 | 563.00 | 72,064.00 | | 0066 | 805-15-00400 | Reinforced Concrete Box Culverts (Precast) (7' x 4') | 128 | LNFT | 1,269.97 | 162,556.16 | 1,350.00 | 172,800.00 | 1,300.00 | 166,400.00 | 871.00 | 111,488.00 | | 0067 | 805-15-00700 | Reinforced Concrete Box Culverts (Precast) (6' x 5') | 64 | LNFT | 2,332.08 | 149,253.12 | 1,325.00 | 84,800.00 | 2,350.00 | 150,400.00 | 1,130.00 | 72,320.00 | | 0068 | 805-15-01200 | Reinforced Concrete Box Culverts (Precast) (6' x 6') | 90 | LNFT | 1,599.22 | 143,929.80 | 1,575.00 | 141,750.00 | 1,600.00 | 144,000.00 | 1,181.00 | 106,290.00 | | 0069 | 805-15-02100 | Reinforced Concrete Box Culverts (Precast) (8' x 8') | 160 | LNFT | 1,578.19 | 252,510.40 | 2,450.00 | 392,000.00 | 1,600.00 | 256,000.00 | 1,379.00 | 220,640.00 | | 0070 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall SEE DRAINAGE SUMMARY FOR LOCATIONS | 8 | EACH | 33,329.76 | 266,638.08 | 41,000.00 | 328,000.00 | 33,500.00 | 268,000.00 | 38,213.00 | 305,704.00 | | 0071 | NS-500-00300 | Traffic Maintenance Asphalt Concrete | 110 | TON | 89.45 | 9,839.50 | 330.00 | 36,300.00 | 175.00 | 19,250.00 | 178.00 | 19,580.00 | | 0072 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 668 | INLF | 1.08 | 721.44 | 10.00 | 6,680.00 | 1.00 | 668.00 | 1.00 | 668.00 | | 0073 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,332 | INLF | 1.32 | 1,758.24 | 3.00 | 3,996.00 | 1.00 | 1,332.00 | 1.00 | 1,332.00 | | 0074 | NS-713-00009 | Portable Changeable Message Sign (with communications) | 5 | EACH | 16,500.00 | 82,500.00 | 6,545.00 | 32,725.00 | 6,000.00 | 30,000.00 | 13,791.00 | 68,955.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 6,988,277.02 | | 7,427,376.03 | | 7,522,884.50 | | 7,559,821.69 |
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