Proposal:H.015243.6
Parish:Webster
Routes:I-20 FRONTAGE ROAD
Description: I-20 FRONTAGE ROAD: GOODWILL ROAD
Type Construction:CLEARING AND GRUBBING, REMOVAL OF PAVEMENT, GRADING, DRAINAGE STRUCTURES, PRECAST REINFORCED CONCRETE BOX CULVERTS, LIME TREATMENT, IN-PLACE CEMENT STABILIZED BASE COURSE, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$2,555,903.36
| Rank | License | Bidder | Construction Bid |
| 1 | 17464 | Benton & Brown, LLC. | $2,133,838.15 |
| 2 | 74653 | John Lewis Sams | $2,155,707.06 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $2,878,364.95 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Benton & Brown, LLC. | - 2 -
John Lewis Sams | - 3 -
JB JAMES CONSTRUCTION LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 75,000.00 | 75,000.00 | 65,187.00 | 65,187.00 | 200,000.00 | 200,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions FOR REMOVAL OF HEADWALLS, CROSS DRAIN, SIDE DRAIN AND MAILBOXES | 1 | LUMP | 50,000.00 | 50,000.00 | 66,562.50 | 66,562.50 | 32,000.00 | 32,000.00 | | 0003 | 202-02-00020 | Removal of Gravel Drives | 169 | SQYD | 11.00 | 1,859.00 | 9.69 | 1,637.61 | 10.00 | 1,690.00 | | 0004 | 202-02-03030 | Removal of Pavement Structure | 11,669.7 | SQYD | 11.00 | 128,366.70 | 1.66 | 19,371.70 | 14.00 | 163,375.80 | | 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 235 | SQYD | 16.50 | 3,877.50 | 7.77 | 1,825.95 | 30.00 | 7,050.00 | | 0006 | 202-02-12000 | Removal of Fence | 4,464 | LNFT | 5.50 | 24,552.00 | 1.12 | 4,999.68 | 2.50 | 11,160.00 | | 0007 | 202-02-32000 | Removal of Paved Ditches | 315 | SQYD | 16.50 | 5,197.50 | 5.20 | 1,638.00 | 14.00 | 4,410.00 | | 0008 | 202-03-38000 | Relocation of Sign | 1 | EACH | 440.00 | 440.00 | 1,875.00 | 1,875.00 | 500.00 | 500.00 | | 0009 | 202-03-38020 | Relocation of Sign Pole SEE PAVEMENT MARKING LAYOUT SHEET FOR LOCATION OF SIGN | 1 | EACH | 330.00 | 330.00 | 187.50 | 187.50 | 500.00 | 500.00 | | 0010 | 203-01-00100 | General Excavation | 10,106 | CUYD | 14.30 | 144,515.80 | 9.00 | 90,954.00 | 20.00 | 202,120.00 | | 0011 | 203-03-00100 | Embankment | 5,445 | CUYD | 24.20 | 131,769.00 | 17.07 | 92,946.15 | 52.00 | 283,140.00 | | 0012 | 204-02-00100 | Temporary Hay Bales | 43 | EACH | 33.00 | 1,419.00 | 62.50 | 2,687.50 | 24.97 | 1,073.71 | | 0013 | 204-06-00100 | Temporary Silt Fencing | 9,400 | LNFT | 2.00 | 18,800.00 | 4.06 | 38,164.00 | 4.00 | 37,600.00 | | 0014 | 303-01-00200 | In-Place Cement Stabilized Base Course (8-1/2" Thick) | 12,557.7 | SQYD | 17.25 | 216,620.33 | 25.66 | 322,230.58 | 24.00 | 301,384.80 | | 0015 | 304-05-00100 | Lime Treatment (Type E) | 12,557.7 | SQYD | 15.00 | 188,365.50 | 1.25 | 15,697.13 | 3.00 | 37,673.10 | | 0016 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 22.7 | CUYD | 165.00 | 3,745.50 | 125.00 | 2,837.50 | 200.00 | 4,540.00 | | 0017 | 502-01-00100 | Asphalt Concrete | 2,704 | TON | 160.00 | 432,640.00 | 228.76 | 618,567.04 | 230.00 | 621,920.00 | | 0018 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1.7 | TON | 1,100.00 | 1,870.00 | 228.76 | 388.89 | 600.00 | 1,020.00 | | 0019 | 701-01-01003 | Cross Drain Pipe (24" RCP/RPVCP/CPEPDW) | 62 | LNFT | 160.00 | 9,920.00 | 125.19 | 7,761.78 | 400.00 | 24,800.00 | | 0020 | 701-01-01041 | Cross Drain Pipe (36" RCP) | 18 | LNFT | 242.00 | 4,356.00 | 183.29 | 3,299.22 | 700.00 | 12,600.00 | | 0021 | 701-01-01042 | Cross Drain Pipe (36" RCP/RPVCP/CPEPDW) | 63 | LNFT | 242.00 | 15,246.00 | 242.81 | 15,297.03 | 700.00 | 44,100.00 | | 0022 | 701-06-00020 | Side Drain Pipe Arch (18" Equiv. RCPA) | 104 | LNFT | 137.50 | 14,300.00 | 129.00 | 13,416.00 | 300.00 | 31,200.00 | | 0023 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 65 | LNFT | 5.50 | 357.50 | 31.25 | 2,031.25 | 1.00 | 65.00 | | 0024 | 702-07-00100 | Cross Drain Safety End (Type 1) | 1 | EACH | 8,000.00 | 8,000.00 | 4,375.00 | 4,375.00 | 6,000.00 | 6,000.00 | | 0025 | 702-08-00100 | Side Drain Safety End (Type 1) | 8 | EACH | 5,300.00 | 42,400.00 | 2,500.00 | 20,000.00 | 4,000.00 | 32,000.00 | | 0026 | 705-01-00100 | Barbed Wire Fence | 4,464 | LNFT | 8.00 | 35,712.00 | 9.06 | 40,443.84 | 7.00 | 31,248.00 | | 0027 | 706-02-00200 | Concrete Drive (6" Thick) | 94.6 | SQYD | 106.70 | 10,093.82 | 252.49 | 23,885.55 | 125.00 | 11,825.00 | | 0028 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 150 | SQYD | 128.70 | 19,305.00 | 123.42 | 18,513.00 | 120.00 | 18,000.00 | | 0029 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 50,000.00 | 50,000.00 | 14,125.00 | 14,125.00 | 100,000.00 | 100,000.00 | | 0030 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 16 | LNFT | 11.00 | 176.00 | 12.50 | 200.00 | 10.00 | 160.00 | | 0031 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.867 | MILE | 1,000.00 | 867.00 | 325.13 | 281.89 | 2,500.00 | 2,167.50 | | 0032 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.468 | MILE | 550.00 | 1,907.40 | 625.00 | 2,167.50 | 1,700.00 | 5,895.60 | | 0033 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 235 | EACH | 5.50 | 1,292.50 | 0.63 | 146.88 | 10.00 | 2,350.00 | | 0034 | 716-01-00100 | Mulch (Vegetative) | 13.2 | TON | 825.00 | 10,890.00 | 1,187.50 | 15,675.00 | 773.42 | 10,209.14 | | 0035 | 717-01-00100 | Seeding | 397 | LB | 18.70 | 7,423.90 | 25.00 | 9,925.00 | 10.29 | 4,085.13 | | 0036 | 718-01-00100 | Fertilizer | 6,610 | LB | 1.10 | 7,271.00 | 0.94 | 6,196.88 | 0.93 | 6,147.30 | | 0037 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,483 | SQYD | 3.30 | 4,893.90 | 3.88 | 5,746.63 | 1.39 | 2,061.37 | | 0038 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 1,195 | SQYD | 5.50 | 6,572.50 | 3.88 | 4,630.63 | 1.50 | 1,792.50 | | 0039 | 726-01-00100 | Bedding Material | 50.9 | CUYD | 250.00 | 12,725.00 | 162.50 | 8,271.25 | 100.00 | 5,090.00 | | 0040 | 727-01-00100 | Mobilization | 1 | LUMP | 145,000.00 | 145,000.00 | 217,500.00 | 217,500.00 | 280,000.00 | 280,000.00 | | 0041 | 729-01-00100 | Sign (Type A) | 8 | SQFT | 110.00 | 880.00 | 62.50 | 500.00 | 50.00 | 400.00 | | 0042 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 110.00 | 1,760.00 | 175.00 | 2,800.00 | 125.00 | 2,000.00 | | 0043 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | 2 | EACH | 330.00 | 660.00 | 312.50 | 625.00 | 100.00 | 200.00 | | 0044 | 731-02-00100 | Reflectorized Raised Pavement Markers | 235 | EACH | 11.00 | 2,585.00 | 12.50 | 2,937.50 | 15.00 | 3,525.00 | | 0045 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 16 | LNFT | 55.00 | 880.00 | 62.50 | 1,000.00 | 50.00 | 800.00 | | 0046 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 3.468 | MILE | 7,700.00 | 26,703.60 | 8,750.00 | 30,345.00 | 7,000.00 | 24,276.00 | | 0047 | 735-01-00100 | Mailboxes | 2 | EACH | 1.10 | 2.20 | 1,250.00 | 2,500.00 | 25.00 | 50.00 | | 0048 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 1,100.00 | 2,200.00 | 1,250.00 | 2,500.00 | 250.00 | 500.00 | | 0049 | 740-01-00100 | Construction Layout | 1 | LUMP | 50,000.00 | 50,000.00 | 50,437.50 | 50,437.50 | 20,000.00 | 20,000.00 | | 0050 | 805-15-01200 | Reinforced Concrete Box Culverts (Precast) (6' x 6') | 92 | LNFT | 1,800.00 | 165,600.00 | 1,800.98 | 165,690.00 | 2,500.00 | 230,000.00 | | 0051 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall Steel = 941.16 pounds Concrete = 12.163 cubic yards | 1 | EACH | 38,000.00 | 38,000.00 | 108,650.00 | 108,650.00 | 50,000.00 | 50,000.00 | | 0052 | 701-15-00100 | Concrete Collar | 1 | EACH | 5,500.00 | 5,500.00 | 5,625.00 | 5,625.00 | 3,300.00 | 3,300.00 | | 0053 | 711-04-00100 | Geotextile Fabric | 36 | SQYD | 27.50 | 990.00 | 12.50 | 450.00 | 10.00 | 360.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,133,838.15 | | 2,155,707.06 | | 2,878,364.95 |
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