Proposal:H.013543.6
Parish:Livingston
Description:SIMS ROAD IMPROVEMENTS
Type Construction:CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, LIME TREATMENT, PAVEMENT WIDENING, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$3,403,279.38
| Rank | License | Bidder | Construction Bid |
| 1 | 68237 | GULF STATES SERVICES, LLC | $3,683,740.26 |
| 2 | 57931 | KCR CONTRACTORS, LLC | $4,312,224.81 |
| 3 | 06276 | Barriere Construction Co., LLC | $4,692,090.11 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - GULF STATES SERVICES, LLC | - 2 - KCR CONTRACTORS, LLC | - 3 - Barriere Construction Co., LLC | | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 55,000.00 | 55,000.00 | 334,250.00 | 334,250.00 | 250,000.00 | 250,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 65,000.00 | 65,000.00 | 23,750.00 | 23,750.00 | 100.00 | 100.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 27 | SQYD | 35.00 | 945.00 | 24.56 | 663.12 | 20.00 | 540.00 | | 0004 | 202-02-02020 | Removal of Asphalt Pavement | 63 | SQYD | 35.00 | 2,205.00 | 10.52 | 662.76 | 20.00 | 1,260.00 | | 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 639 | SQYD | 30.00 | 19,170.00 | 9.92 | 6,338.88 | 20.00 | 12,780.00 | | 0006 | 202-02-32100 | Removal of Pipe (Cross Drain) Cross Drain | 836 | LNFT | 35.00 | 29,260.00 | 14.28 | 11,938.08 | 5.00 | 4,180.00 | | 0007 | 202-02-32120 | Removal of Pipe (Side Drain) Side Drain | 3,100 | LNFT | 12.50 | 38,750.00 | 13.53 | 41,943.00 | 5.00 | 15,500.00 | | 0008 | 202-02-38300 | Removal of Sign and U-Channel Post | 31 | EACH | 50.00 | 1,550.00 | 55.00 | 1,705.00 | 55.00 | 1,705.00 | | 0009 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 90,000.00 | 90,000.00 | 215,750.00 | 215,750.00 | 355,000.00 | 355,000.00 | | 0010 | 203-10-00100 | Cleaning Existing Ditches | 14,584 | LNFT | 5.85 | 85,316.40 | 8.06 | 117,547.04 | 5.00 | 72,920.00 | | 0011 | 204-02-00100 | Temporary Hay Bales | 217 | EACH | 1.00 | 217.00 | 27.50 | 5,967.50 | 15.00 | 3,255.00 | | 0012 | 204-06-00100 | Temporary Silt Fencing | 30,586 | LNFT | 0.01 | 305.86 | 2.04 | 62,395.44 | 1.85 | 56,584.10 | | 0013 | 304-01-00100 | Lime | 2.59 | TON | 350.00 | 906.50 | 693.85 | 1,797.07 | 300.00 | 777.00 | | 0014 | 304-05-00100 | Lime Treatment (Type E) | 183 | SQYD | 5.00 | 915.00 | 2.00 | 366.00 | 25.00 | 4,575.00 | | 0015 | 401-01-00100 | Aggregate Surface Course (Net Section) 4" thick | 87.5 | CUYD | 100.00 | 8,750.00 | 181.73 | 15,901.38 | 200.00 | 17,500.00 | | 0016 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 265.3 | CUYD | 110.00 | 29,183.00 | 124.61 | 33,059.03 | 1.00 | 265.30 | | 0017 | 502-01-00100 | Asphalt Concrete | 6,679.5 | TON | 100.00 | 667,950.00 | 101.75 | 679,639.13 | 92.50 | 617,853.75 | | 0018 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 923.9 | TON | 155.00 | 143,204.50 | 220.00 | 203,258.00 | 200.00 | 184,780.00 | | 0019 | 509-01-00100 | Milling Asphalt Pavement 1.5" AVG. DEPTH | 33,984 | SQYD | 2.50 | 84,960.00 | 2.20 | 74,764.80 | 2.00 | 67,968.00 | | 0020 | 509-01-00100 | Milling Asphalt Pavement 2.5" AVG. DEPTH | 1,284 | SQYD | 17.50 | 22,470.00 | 18.15 | 23,304.60 | 16.50 | 21,186.00 | | 0021 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 733 | SQYD | 110.00 | 80,630.00 | 116.30 | 85,247.90 | 150.00 | 109,950.00 | | 0022 | 510-02-00100 | Pavement Widening 12" Minimum Thickness | 1,288.4 | SQYD | 150.00 | 193,260.00 | 108.35 | 139,598.14 | 98.50 | 126,907.40 | | 0023 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 64 | LNFT | 145.00 | 9,280.00 | 158.16 | 10,122.24 | 250.00 | 16,000.00 | | 0024 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 216 | LNFT | 190.00 | 41,040.00 | 198.85 | 42,951.60 | 360.00 | 77,760.00 | | 0025 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 456 | LNFT | 195.00 | 88,920.00 | 249.98 | 113,990.88 | 220.00 | 100,320.00 | | 0026 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 110 | LNFT | 195.00 | 21,450.00 | 243.63 | 26,799.30 | 300.00 | 33,000.00 | | 0027 | 701-02-01100 | Cross Drain Pipe Arch (54" Equiv. RCPA) | 188 | LNFT | 325.00 | 61,100.00 | 413.42 | 77,722.96 | 500.00 | 94,000.00 | | 0028 | 701-03-01002 | Storm Drain Pipe (15" RCP/RPVCP) | 65 | LNFT | 85.00 | 5,525.00 | 107.59 | 6,993.35 | 70.00 | 4,550.00 | | 0029 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) | 977 | LNFT | 70.00 | 68,390.00 | 81.45 | 79,576.65 | 90.00 | 87,930.00 | | 0030 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | 647 | LNFT | 85.00 | 54,995.00 | 107.81 | 69,753.07 | 120.00 | 77,640.00 | | 0031 | 701-03-02002 | Storm Drain Pipe (Outfall) (15" RPVCP or 18" CMP) | 32 | LNFT | 125.00 | 4,000.00 | 92.05 | 2,945.60 | 110.00 | 3,520.00 | | 0032 | 701-03-02042 | Storm Drain Pipe (Outfall) (24" RPVCP or 30" CMP) | 170 | LNFT | 110.00 | 18,700.00 | 108.82 | 18,499.40 | 145.00 | 24,650.00 | | 0033 | 701-04-01000 | Storm Drain Pipe Arch (15" Equiv. RCPA) | 157 | LNFT | 88.00 | 13,816.00 | 97.74 | 15,345.18 | 90.00 | 14,130.00 | | 0034 | 701-04-01020 | Storm Drain Pipe Arch (18" Equiv. RCPA) | 276 | LNFT | 90.00 | 24,840.00 | 100.94 | 27,859.44 | 100.00 | 27,600.00 | | 0035 | 701-04-01040 | Storm Drain Pipe Arch (24" Equiv. RCPA) | 954 | LNFT | 100.00 | 95,400.00 | 116.51 | 111,150.54 | 130.00 | 124,020.00 | | 0036 | 701-04-01060 | Storm Drain Pipe Arch (30" Equiv. RCPA) | 985 | LNFT | 110.00 | 108,350.00 | 140.75 | 138,638.75 | 160.00 | 157,600.00 | | 0037 | 701-04-02040 | Storm Drain Pipe Arch (Outfall) (24" Equiv. CMPA) | 116 | LNFT | 95.00 | 11,020.00 | 147.88 | 17,154.08 | 180.00 | 20,880.00 | | 0038 | 701-04-02060 | Storm Drain Pipe Arch (Outfall) (30" Equiv. CMPA) | 125 | LNFT | 120.00 | 15,000.00 | 178.78 | 22,347.50 | 220.00 | 27,500.00 | | 0039 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | 618 | LNFT | 70.00 | 43,260.00 | 71.01 | 43,884.18 | 90.00 | 55,620.00 | | 0040 | 701-05-01064 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW) | 120 | LNFT | 80.00 | 9,600.00 | 106.99 | 12,838.80 | 120.00 | 14,400.00 | | 0041 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | 28 | LNFT | 145.00 | 4,060.00 | 112.08 | 3,138.24 | 90.00 | 2,520.00 | | 0042 | 701-06-01020 | Side Drain Pipe Arch (18" Equiv. RCPA/CMPA) | 1,104 | LNFT | 80.00 | 88,320.00 | 100.03 | 110,433.12 | 100.00 | 110,400.00 | | 0043 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 471 | LNFT | 80.00 | 37,680.00 | 117.01 | 55,111.71 | 130.00 | 61,230.00 | | 0044 | 701-06-02060 | Side Drain Pipe Arch (Erosion) (30" CMPA) | 56 | LNFT | 110.00 | 6,160.00 | 161.20 | 9,027.20 | 230.00 | 12,880.00 | | 0045 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 3,100 | LNFT | 0.10 | 310.00 | 7.20 | 22,320.00 | 0.01 | 31.00 | | 0046 | 702-03-00100 | Catch Basins (CB-01) | 31 | EACH | 3,200.00 | 99,200.00 | 3,727.20 | 115,543.20 | 4,200.00 | 130,200.00 | | 0047 | 702-03-00200 | Catch Basins (CB-02) | 1 | EACH | 4,200.00 | 4,200.00 | 4,740.00 | 4,740.00 | 4,500.00 | 4,500.00 | | 0048 | 706-02-00200 | Concrete Drive (6" Thick) | 788.5 | SQYD | 80.00 | 63,080.00 | 94.10 | 74,197.85 | 100.00 | 78,850.00 | | 0049 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 63 | SQYD | 150.00 | 9,450.00 | 128.40 | 8,089.20 | 150.00 | 9,450.00 | | 0050 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 514 | SQYD | 155.00 | 79,670.00 | 126.21 | 64,871.94 | 100.00 | 51,400.00 | | 0051 | 711-04-00100 | Geotextile Fabric | 514 | SQYD | 2.25 | 1,156.50 | 2.40 | 1,233.60 | 5.00 | 2,570.00 | | 0052 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 | 101,200.00 | 101,200.00 | 480,000.00 | 480,000.00 | | 0053 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 30,586 | LNFT | 0.05 | 1,529.30 | 0.28 | 8,564.08 | 0.01 | 305.86 | | 0054 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 140 | LNFT | 1.00 | 140.00 | 1.15 | 161.00 | 1.00 | 140.00 | | 0055 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,256 | SQYD | 2.00 | 2,512.00 | 2.20 | 2,763.20 | 3.00 | 3,768.00 | | 0056 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 39 | SQYD | 7.00 | 273.00 | 5.50 | 214.50 | 7.00 | 273.00 | | 0057 | 726-01-00100 | Bedding Material | 943 | CUYD | 1.00 | 943.00 | 76.18 | 71,837.74 | 80.00 | 75,440.00 | | 0058 | 727-01-00100 | Mobilization | 1 | LUMP | 400,000.00 | 400,000.00 | 314,750.00 | 314,750.00 | 450,000.00 | 450,000.00 | | 0059 | 729-01-00100 | Sign (Type A) | 82.7 | SQFT | 30.00 | 2,481.00 | 30.80 | 2,547.16 | 30.00 | 2,481.00 | | 0060 | 729-02-00100 | Sign (Type B) | 65 | SQFT | 38.00 | 2,470.00 | 38.50 | 2,502.50 | 40.00 | 2,600.00 | | 0061 | 729-08-00100 | Mounting (2 1/2" Size Post) | 8 | EACH | 1,650.00 | 13,200.00 | 1,500.00 | 12,000.00 | 1,600.00 | 12,800.00 | | 0062 | 729-16-00300 | Object Marker Assembly (Type 3) | 36 | EACH | 110.00 | 3,960.00 | 85.00 | 3,060.00 | 120.00 | 4,320.00 | | 0063 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 20 | EACH | 220.00 | 4,400.00 | 220.00 | 4,400.00 | 200.00 | 4,000.00 | | 0064 | 731-02-00100 | Reflectorized Raised Pavement Markers | 383 | EACH | 11.00 | 4,213.00 | 8.80 | 3,370.40 | 8.50 | 3,255.50 | | 0065 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 140 | LNFT | 20.00 | 2,800.00 | 16.50 | 2,310.00 | 16.00 | 2,240.00 | | 0066 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 5.792 | MILE | 6,000.00 | 34,752.00 | 4,950.00 | 28,670.40 | 5,000.00 | 28,960.00 | | 0067 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.896 | MILE | 3,000.00 | 8,688.00 | 2,200.00 | 6,371.20 | 2,200.00 | 6,371.20 | | 0068 | 735-01-00100 | Mailboxes | 97 | EACH | 25.00 | 2,425.00 | 22.00 | 2,134.00 | 30.00 | 2,910.00 | | 0069 | 735-02-00100 | Mailbox Supports (Single) | 89 | EACH | 215.00 | 19,135.00 | 214.50 | 19,090.50 | 150.00 | 13,350.00 | | 0070 | 735-03-00100 | Mailbox Supports (Double) | 4 | EACH | 300.00 | 1,200.00 | 290.00 | 1,160.00 | 250.00 | 1,000.00 | | 0071 | 739-01-00100 | Hydro-Seeding | 11.45 | ACRE | 500.00 | 5,725.00 | 2,000.00 | 22,900.00 | 2,200.00 | 25,190.00 | | 0072 | 740-01-00100 | Construction Layout | 1 | LUMP | 85,000.00 | 85,000.00 | 43,250.00 | 43,250.00 | 50,000.00 | 50,000.00 | | 0073 | 805-01-01000 | Class A1 Concrete (Headwalls) 1-24" EQUIV. | 9.39 | CUYD | 1,550.00 | 14,554.50 | 3,814.32 | 35,816.46 | 1,600.00 | 15,024.00 | | 0074 | 805-01-01000 | Class A1 Concrete (Headwalls) 2-24" EQUIV. | 7.86 | CUYD | 1,550.00 | 12,183.00 | 3,816.82 | 30,000.21 | 1,600.00 | 12,576.00 | | 0075 | 805-01-01000 | Class A1 Concrete (Headwalls) 2-54" EQUIV. | 24.54 | CUYD | 1,950.00 | 47,853.00 | 2,573.05 | 63,142.65 | 1,600.00 | 39,264.00 | | 0076 | 805-01-01000 | Class A1 Concrete (Headwalls) 3-54" EQUIV. | 29.66 | CUYD | 2,200.00 | 65,252.00 | 2,310.24 | 68,521.72 | 1,600.00 | 47,456.00 | | 0077 | 805-01-01000 | Class A1 Concrete (Headwalls) 6-36" | 24 | CUYD | 3,000.00 | 72,000.00 | 2,855.07 | 68,521.68 | 1,600.00 | 38,400.00 | | 0078 | 806-01-00100 | Deformed Reinforcing Steel | 4,995 | LB | 1.00 | 4,995.00 | 0.48 | 2,397.60 | 3.00 | 14,985.00 | | 0079 | NS-300-00060 | Geogrid | 343.8 | SQYD | 1.50 | 515.70 | 1.20 | 412.56 | 5.00 | 1,719.00 | | 0080 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 2,524 | INLF | 5.00 | 12,620.00 | 1.20 | 3,028.80 | 1.00 | 2,524.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 3,683,740.26 | | 4,312,224.81 | | 4,692,090.11 |
|