Proposal:H.012599.6
Parish:Caldwell
Routes:LA 851
Description:LA 851: LA 126 -LA 849
Type Construction:CLEARING AND GRUBBING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, IN-PLACE CEMENT TREATED BASE COURSE, IN-PLACE CEMENT TREATED SUBGRADE, ASPHALT CONCRETE OVERLAY, AND RELATED WORK.
Estimated Construction Cost:$1,413,679.59
| Rank | License | Bidder | Construction Bid |
| 1 | 05789 | D & J CONSTRUCTION CO., LLC | $1,352,358.35 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $1,589,237.77 |
| 3 | 12487 | Diamond B Construction Co., L.L.C. | $1,856,939.70 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
D & J CONSTRUCTION CO., LLC | - 2 -
GILCHRIST CONSTRUCTION CO. 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) | 2.49 | LUMP | 9,000.00 | 9,000.00 | 24,000.00 | 24,000.00 | 25,000.00 | 25,000.00 | | 0002 | 202-02-00010 | Removal of SPECIALTY MAILBOXES | 1 | EACH | 500.00 | 500.00 | 2,000.00 | 2,000.00 | 11,000.00 | 11,000.00 | | 0003 | 202-02-14500 | Removal of Guard Rail | 356 | LNFT | 25.00 | 8,900.00 | 17.00 | 6,052.00 | 20.00 | 7,120.00 | | 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 30"X39' CMP 24"X4' RCP | 43 | LNFT | 10.00 | 430.00 | 32.00 | 1,376.00 | 20.00 | 860.00 | | 0005 | 203-07-00100 | Borrow (Vehicular Measurement) | 748 | CUYD | 28.00 | 20,944.00 | 32.00 | 23,936.00 | 15.00 | 11,220.00 | | 0006 | 203-10-00100 | Cleaning Existing Ditches | 775 | LNFT | 7.00 | 5,425.00 | 10.00 | 7,750.00 | 15.00 | 11,625.00 | | 0007 | 303-03-00400 | In-Place Cement Treated Base Course (12" Thick) | 32,112.5 | SQYD | 7.50 | 240,843.75 | 8.25 | 264,928.13 | 10.00 | 321,125.00 | | 0008 | 309-01-12000 | In-Place Cement Treated Subgrade (12" Thick) | 13,155 | SQYD | 6.50 | 85,507.50 | 6.75 | 88,796.25 | 10.00 | 131,550.00 | | 0009 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 893 | CUYD | 50.00 | 44,650.00 | 100.00 | 89,300.00 | 125.00 | 111,625.00 | | 0010 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 300 | CUYD | 15.00 | 4,500.00 | 60.00 | 18,000.00 | 100.00 | 30,000.00 | | 0011 | 502-01-00100 | Asphalt Concrete | 5,954.6 | TON | 102.00 | 607,369.20 | 100.00 | 595,460.00 | 120.00 | 714,552.00 | | 0012 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 286.2 | TON | 102.00 | 29,192.40 | 100.00 | 28,620.00 | 250.00 | 71,550.00 | | 0013 | 509-01-00100 | Milling Asphalt Pavement | 28,529 | SQYD | 1.70 | 48,499.30 | 2.25 | 64,190.25 | 2.50 | 71,322.50 | | 0014 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -396 | CUYD | 1.00 | -396.00 | 1.00 | -396.00 | 1.00 | -396.00 | | 0015 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 48 | LNFT | 160.00 | 7,680.00 | 125.00 | 6,000.00 | 270.00 | 12,960.00 | | 0016 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 16 | LNFT | 125.00 | 2,000.00 | 185.00 | 2,960.00 | 400.00 | 6,400.00 | | 0017 | 701-12-01080 | Corrugated Metal Pipe (Extension) (30") | 6 | LNFT | 200.00 | 1,200.00 | 275.00 | 1,650.00 | 335.00 | 2,010.00 | | 0018 | 701-15-00100 | Concrete Collar | 2 | EACH | 800.00 | 1,600.00 | 1,300.00 | 2,600.00 | 1,000.00 | 2,000.00 | | 0019 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 48 | LNFT | 2.00 | 96.00 | 18.00 | 864.00 | 10.00 | 480.00 | | 0020 | 704-01-01000 | Guard Rail (Single Thrie Beam) (3'-1 1/2" post spacing) | 100 | LNFT | 65.00 | 6,500.00 | 80.00 | 8,000.00 | 85.00 | 8,500.00 | | 0021 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) | 152 | LNFT | 115.00 | 17,480.00 | 140.00 | 21,280.00 | 175.00 | 26,600.00 | | 0022 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 50 | LNFT | 40.00 | 2,000.00 | 25.00 | 1,250.00 | 26.00 | 1,300.00 | | 0023 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 4,500.00 | 18,000.00 | 3,500.00 | 14,000.00 | 4,000.00 | 16,000.00 | | 0024 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 161 | SQYD | 80.00 | 12,880.00 | 160.00 | 25,760.00 | 115.00 | 18,515.00 | | 0025 | 711-04-00100 | Geotextile Fabric | 161 | SQYD | 5.00 | 805.00 | 4.00 | 644.00 | 6.00 | 966.00 | | 0026 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 35,000.00 | 35,000.00 | | 0027 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 7.722 | MILE | 200.00 | 1,544.40 | 225.00 | 1,737.45 | 200.00 | 1,544.40 | | 0028 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 3.036 | MILE | 400.00 | 1,214.40 | 1.00 | 3.04 | 500.00 | 1,518.00 | | 0029 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 26.854 | MILE | 100.00 | 2,685.40 | 1.00 | 26.85 | 950.00 | 25,511.30 | | 0030 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 67 | SQYD | 10.00 | 670.00 | 24.00 | 1,608.00 | 6.00 | 402.00 | | 0031 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 2,500.00 | 2,500.00 | 4,000.00 | 4,000.00 | 12,000.00 | 12,000.00 | | 0032 | 726-01-00100 | Bedding Material | 23.5 | CUYD | 100.00 | 2,350.00 | 90.00 | 2,115.00 | 150.00 | 3,525.00 | | 0033 | 727-01-00100 | Mobilization | 1 | LUMP | 85,000.00 | 85,000.00 | 158,000.00 | 158,000.00 | 96,000.00 | 96,000.00 | | 0034 | 729-16-00200 | Object Marker Assembly (Type 2) | 7 | EACH | 100.00 | 700.00 | 55.00 | 385.00 | 75.00 | 525.00 | | 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 110.00 | 440.00 | 90.00 | 360.00 | 100.00 | 400.00 | | 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 547 | EACH | 7.00 | 3,829.00 | 7.00 | 3,829.00 | 8.00 | 4,376.00 | | 0037 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 8.951 | MILE | 4,000.00 | 35,804.00 | 4,000.00 | 35,804.00 | 4,500.00 | 40,279.50 | | 0038 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 1.012 | MILE | 1,000.00 | 1,012.00 | 900.00 | 910.80 | 1,000.00 | 1,012.00 | | 0039 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.068 | MILE | 6,000.00 | 408.00 | 6,000.00 | 408.00 | 8,000.00 | 544.00 | | 0040 | 732-05-00100 | Removal of Existing Markings | 0.014 | MILE | 10,000.00 | 140.00 | 7,500.00 | 105.00 | 12,000.00 | 168.00 | | 0041 | 735-01-00100 | Mailboxes | 11 | EACH | 5.00 | 55.00 | 25.00 | 275.00 | 50.00 | 550.00 | | 0042 | 735-02-00100 | Mailbox Supports (Single) | 9 | EACH | 150.00 | 1,350.00 | 200.00 | 1,800.00 | 250.00 | 2,250.00 | | 0043 | 735-03-00100 | Mailbox Supports (Double) | 1 | EACH | 250.00 | 250.00 | 250.00 | 250.00 | 350.00 | 350.00 | | 0044 | 739-01-00100 | Hydro-Seeding | 0.08 | ACRE | 20,000.00 | 1,600.00 | 25,000.00 | 2,000.00 | 10,000.00 | 800.00 | | 0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 14,000.00 | 14,000.00 | 25,000.00 | 25,000.00 | 15,000.00 | 15,000.00 | | 0046 | NS-201-00021 | Stump Removal (Under 36" Diameter) | 2 | EACH | 600.00 | 1,200.00 | 800.00 | 1,600.00 | 650.00 | 1,300.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 1,352,358.35 | | 1,589,237.77 | | 1,856,939.70 |
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