Proposal:H.011599.6
Parish:Bossier
Routes:LA 529
Description:LA 529: LA 160 TO LA 2
Type Construction:GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, ASPHALT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$3,054,103.69
| Rank | License | Bidder | Construction Bid |
| 1 | 17464 | Benton & Brown, LLC. | $2,875,192.04 |
| 2 | 36374 | Best-Yet Builders, LLC | $3,435,521.05 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Benton & Brown, LLC. | - 2 -
Best-Yet Builders, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-02-02020 | Removal of Asphalt Pavement | 1,411.9 | SQYD | 10.00 | 14,119.00 | 23.00 | 32,473.70 | | 0002 | 202-02-14500 | Removal of Guard Rail | 1,944 | LNFT | 8.00 | 15,552.00 | 8.00 | 15,552.00 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) Remove 18" x 16' RCP | 16 | LNFT | 30.00 | 480.00 | 10.00 | 160.00 | | 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) Remove pipes 5' X 7' X 44' CMPA, 5' X 7' X 43' | 87 | LNFT | 35.00 | 3,045.00 | 50.00 | 4,350.00 | | 0005 | 203-01-00100 | General Excavation | 150 | CUYD | 25.00 | 3,750.00 | 50.00 | 7,500.00 | | 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 2,500 | CUYD | 20.00 | 50,000.00 | 20.00 | 50,000.00 | | 0007 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 5 | EACH | 500.00 | 2,500.00 | 1,000.00 | 5,000.00 | | 0008 | 204-06-00100 | Temporary Silt Fencing | 2,400 | LNFT | 2.25 | 5,400.00 | 2.00 | 4,800.00 | | 0009 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | 128.6 | SQYD | 90.00 | 11,574.00 | 100.00 | 12,860.00 | | 0010 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 13.6 | CUYD | 120.00 | 1,632.00 | 100.00 | 1,360.00 | | 0011 | 502-01-00100 | Asphalt Concrete | 10,720.5 | TON | 100.00 | 1,072,050.00 | 125.50 | 1,345,422.75 | | 0012 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 2,752.4 | TON | 50.00 | 137,620.00 | 108.00 | 297,259.20 | | 0013 | 509-01-00100 | Milling Asphalt Pavement | 96,529 | SQYD | 3.00 | 289,587.00 | 5.00 | 482,645.00 | | 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -4,076 | CUYD | 0.01 | -40.76 | 0.10 | -407.60 | | 0015 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 5,545 | SQYD | 88.00 | 487,960.00 | 50.00 | 277,250.00 | | 0016 | 701-01-01140 | Cross Drain Pipe (72" RCP) | 112 | LNFT | 340.00 | 38,080.00 | 900.00 | 100,800.00 | | 0017 | 701-10-01040 | Reinforced Concrete Pipe (Extension) (18") | 32 | LNFT | 100.00 | 3,200.00 | 200.00 | 6,400.00 | | 0018 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 8 | LNFT | 150.00 | 1,200.00 | 200.00 | 1,600.00 | | 0019 | 701-15-00100 | Concrete Collar | 3 | EACH | 1,000.00 | 3,000.00 | 750.00 | 2,250.00 | | 0020 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 112 | LNFT | 10.00 | 1,120.00 | 20.00 | 2,240.00 | | 0021 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 726 | LNFT | 120.00 | 87,120.00 | 120.00 | 87,120.00 | | 0022 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 750 | LNFT | 28.00 | 21,000.00 | 28.00 | 21,000.00 | | 0023 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 400 | LNFT | 85.00 | 34,000.00 | 85.00 | 34,000.00 | | 0024 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 16 | EACH | 3,600.00 | 57,600.00 | 3,600.00 | 57,600.00 | | 0025 | 707-04-00100 | Asphalt Curb | 13.5 | LNFT | 10.00 | 135.00 | 200.00 | 2,700.00 | | 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 90,000.00 | 90,000.00 | 65,000.00 | 65,000.00 | | 0027 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 218 | LNFT | 1.00 | 218.00 | 1.00 | 218.00 | | 0028 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 13.48 | MILE | 385.00 | 5,189.80 | 500.00 | 6,740.00 | | 0029 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 5.52 | MILE | 500.00 | 2,760.00 | 500.00 | 2,760.00 | | 0030 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 45.864 | MILE | 1,000.00 | 45,864.00 | 1,000.00 | 45,864.00 | | 0031 | 716-01-00100 | Mulch (Vegetative) | 16 | TON | 650.00 | 10,400.00 | 750.00 | 12,000.00 | | 0032 | 717-01-00100 | Seeding | 480 | LB | 15.00 | 7,200.00 | 11.25 | 5,400.00 | | 0033 | 718-01-00100 | Fertilizer | 8,000 | LB | 0.60 | 4,800.00 | 0.65 | 5,200.00 | | 0034 | 724-01-00100 | Rumble Strips (Centerline) | 6.659 | MILE | 2,000.00 | 13,318.00 | 2,000.00 | 13,318.00 | | 0035 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 13.318 | MILE | 2,000.00 | 26,636.00 | 2,000.00 | 26,636.00 | | 0036 | 726-01-00100 | Bedding Material | 69 | CUYD | 135.00 | 9,315.00 | 100.00 | 6,900.00 | | 0037 | 727-01-00100 | Mobilization | 1 | LUMP | 90,000.00 | 90,000.00 | 200,000.00 | 200,000.00 | | 0038 | 729-16-00200 | Object Marker Assembly (Type 2) | 10 | EACH | 70.00 | 700.00 | 70.00 | 700.00 | | 0039 | 729-16-00300 | Object Marker Assembly (Type 3) | 16 | EACH | 100.00 | 1,600.00 | 100.00 | 1,600.00 | | 0040 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,415 | EACH | 7.00 | 9,905.00 | 7.00 | 9,905.00 | | 0041 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 109 | LNFT | 20.00 | 2,180.00 | 20.00 | 2,180.00 | | 0042 | 732-01-05000 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 125 mil) | 683 | LNFT | 3.00 | 2,049.00 | 3.00 | 2,049.00 | | 0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 22.932 | MILE | 3,500.00 | 80,262.00 | 3,000.00 | 68,796.00 | | 0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 2.76 | MILE | 2,000.00 | 5,520.00 | 2,000.00 | 5,520.00 | | 0045 | 735-01-00100 | Mailboxes | 32 | EACH | 1.00 | 32.00 | 50.00 | 1,600.00 | | 0046 | 735-02-00100 | Mailbox Supports (Single) | 16 | EACH | 185.00 | 2,960.00 | 100.00 | 1,600.00 | | 0047 | 735-03-00100 | Mailbox Supports (Double) | 8 | EACH | 200.00 | 1,600.00 | 200.00 | 1,600.00 | | 0048 | 740-01-00100 | Construction Layout | 1 | LUMP | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | | 0049 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 1446 LBS REINFORCING STEEL AND 20.09 CY YDS CONCRETE PER HEADWALL | 4 | EACH | 24,000.00 | 96,000.00 | 12,000.00 | 48,000.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 2,875,192.04 | | 3,435,521.05 |
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