Proposal:H.014615.6
Parish:Franklin
Routes:LA 867
Description:LA 867: US 425 - LA 577
Type Construction:CLEARING AND GRUBBING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, PAVEMENT WIDENING, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,237,441.45
| Rank | License | Bidder | Construction Bid |
| 1 | 05789 | D & J CONSTRUCTION CO., LLC | $1,709,790.80 |
| 2 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $1,754,584.78 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,968,689.44 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
D & J CONSTRUCTION CO., LLC | - 2 -
GILCHRIST CONSTRUCTION COMPANY, LLC | - 3 -
Diamond B Construction Co., L.L.C. | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00200 | Clearing and Grubbing (Selective) Approximately 0.050 Acres | 0.05 | LUMP | 5,000.00 | 5,000.00 | 11,000.00 | 11,000.00 | 10,000.00 | 10,000.00 | | 0002 | 202-02-06100 | Removal of Concrete Walks and Drives | 76 | SQYD | 20.00 | 1,520.00 | 58.00 | 4,408.00 | 70.00 | 5,320.00 | | 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 24" CMP | 50 | LNFT | 20.00 | 1,000.00 | 42.00 | 2,100.00 | 50.00 | 2,500.00 | | 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 30" Equiv. CMPA | 50 | LNFT | 20.00 | 1,000.00 | 53.00 | 2,650.00 | 65.00 | 3,250.00 | | 0005 | 202-02-32100 | Removal of Pipe (Cross Drain) 72" Equiv. CMPA | 120 | LNFT | 100.00 | 12,000.00 | 400.00 | 48,000.00 | 500.00 | 60,000.00 | | 0006 | 203-07-00100 | Borrow (Vehicular Measurement) | 100 | CUYD | 45.00 | 4,500.00 | 68.00 | 6,800.00 | 70.00 | 7,000.00 | | 0007 | 204-06-00100 | Temporary Silt Fencing | 250 | LNFT | 5.00 | 1,250.00 | 7.00 | 1,750.00 | 15.00 | 3,750.00 | | 0008 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 1,105 | CUYD | 135.00 | 149,175.00 | 135.00 | 149,175.00 | 125.00 | 138,125.00 | | 0009 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 12.6 | CUYD | 100.00 | 1,260.00 | 260.00 | 3,276.00 | 300.00 | 3,780.00 | | 0010 | 502-01-00100 | Asphalt Concrete | 4,811.5 | TON | 142.00 | 683,233.00 | 125.00 | 601,437.50 | 155.00 | 745,782.50 | | 0011 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 366.6 | TON | 235.00 | 86,151.00 | 125.00 | 45,825.00 | 260.00 | 95,316.00 | | 0012 | 509-01-00100 | Milling Asphalt Pavement | 1,013 | SQYD | 18.00 | 18,234.00 | 30.00 | 30,390.00 | 15.00 | 15,195.00 | | 0013 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -33 | CUYD | 1.00 | -33.00 | 1.00 | -33.00 | 1.00 | -33.00 | | 0014 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 315 | SQYD | 180.00 | 56,700.00 | 125.00 | 39,375.00 | 180.00 | 56,700.00 | | 0015 | 510-02-00100 | Pavement Widening 12" Minimum Thickness | 666.7 | SQYD | 160.00 | 106,672.00 | 180.00 | 120,006.00 | 175.00 | 116,672.50 | | 0016 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 112 | LNFT | 300.00 | 33,600.00 | 325.00 | 36,400.00 | 400.00 | 44,800.00 | | 0017 | 701-02-01160 | Cross Drain Pipe Arch (84" Equiv. RCPA) | 128 | LNFT | 1,400.00 | 179,200.00 | 2,000.00 | 256,000.00 | 2,300.00 | 294,400.00 | | 0018 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 110 | LNFT | 2.00 | 220.00 | 180.00 | 19,800.00 | 200.00 | 22,000.00 | | 0019 | 706-02-00200 | Concrete Drive (6" Thick) | 75.8 | SQYD | 100.00 | 7,580.00 | 150.00 | 11,370.00 | 180.00 | 13,644.00 | | 0020 | 711-03-00400 | Riprap (55 lb) | 63.6 | TON | 175.00 | 11,130.00 | 250.00 | 15,900.00 | 300.00 | 19,080.00 | | 0021 | 711-04-00100 | Geotextile Fabric | 46 | SQYD | 6.00 | 276.00 | 45.00 | 2,070.00 | 50.00 | 2,300.00 | | 0022 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 85,000.00 | 85,000.00 | 30,000.00 | 30,000.00 | 25,000.00 | 25,000.00 | | 0023 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 3.49 | MILE | 300.00 | 1,047.00 | 300.00 | 1,047.00 | 170.00 | 593.30 | | 0024 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 1.364 | MILE | 600.00 | 818.40 | 1.00 | 1.36 | 660.00 | 900.24 | | 0025 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 11.921 | MILE | 900.00 | 10,728.90 | 1.00 | 11.92 | 1,000.00 | 11,921.00 | | 0026 | 726-01-00100 | Bedding Material | 190.9 | CUYD | 135.00 | 25,771.50 | 140.00 | 26,726.00 | 150.00 | 28,635.00 | | 0027 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 170,000.00 | 170,000.00 | 140,000.00 | 140,000.00 | | 0028 | 729-16-00200 | Object Marker Assembly (Type 2) | 10 | EACH | 120.00 | 1,200.00 | 65.00 | 650.00 | 70.00 | 700.00 | | 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 743 | EACH | 8.00 | 5,944.00 | 8.00 | 5,944.00 | 7.50 | 5,572.50 | | 0030 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 11.921 | MILE | 5,000.00 | 59,605.00 | 5,000.00 | 59,605.00 | 5,000.00 | 59,605.00 | | 0031 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.364 | MILE | 2,000.00 | 2,728.00 | 2,500.00 | 3,410.00 | 1,100.00 | 1,500.40 | | 0032 | 735-01-00100 | Mailboxes | 38 | EACH | 10.00 | 380.00 | 5.00 | 190.00 | 10.00 | 380.00 | | 0033 | 735-02-00100 | Mailbox Supports (Single) | 24 | EACH | 200.00 | 4,800.00 | 300.00 | 7,200.00 | 300.00 | 7,200.00 | | 0034 | 735-03-00100 | Mailbox Supports (Double) | 7 | EACH | 300.00 | 2,100.00 | 300.00 | 2,100.00 | 300.00 | 2,100.00 | | 0035 | 740-01-00100 | Construction Layout | 1 | LUMP | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | 5,000.00 | 5,000.00 | | 0036 | NS-719-00002 | Tree Trimming Approximately 2.956 Acres | 1 | LUMP | 15,000.00 | 15,000.00 | 30,000.00 | 30,000.00 | 20,000.00 | 20,000.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,709,790.80 | | 1,754,584.78 | | 1,968,689.44 |
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