Bid Tabulations
Letting of
09/25/2013
LA DOTD Headquarters
| Lead Project: H.009526.6-R1 | |
| Parish: West Carroll | |
| Routes: LA 585 | |
| Description: LA 585: LA 2 TO PARISH ROAD | |
| Type Const: GRADING, DRAINAGE STRUCTURES, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, AND RELATED WORK. | |
| Estimated Construction Cost: $1,666,767.72 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 05789 | D & J Construction Co., Inc. | $1,474,556.30 |
| 2 | 49239 | WL Bass Construction Inc. | $1,624,804.90 |
| 3 | 38936 | Southern Industrial Contractors Llc | $1,741,187.70 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - D & J Construction Co., Inc. |
- 2 - WL Bass Construction Inc. |
- 3 - Southern Industrial Contractors Llc |
|||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 20,000.00 | 20,000.00 | 500.00 | 500.00 | 25,000.00 | 25,000.00 |
| 0002 | 202-02-12000 | Removal of Fence | 210 | LNFT | 5.00 | 1,050.00 | 3.00 | 630.00 | 5.00 | 1,050.00 |
| 0003 | 202-02-32100 | Removal of Pipe (Cross Drain) 60" EQUIV CMPA | 54 | LNFT | 20.00 | 1,080.00 | 45.00 | 2,430.00 | 50.00 | 2,700.00 |
| 0004 | 202-02-32100 | Removal of Pipe (Cross Drain) 60" RCP | 199 | LNFT | 40.00 | 7,960.00 | 45.00 | 8,955.00 | 50.00 | 9,950.00 |
| 0005 | 202-02-38500 | Removal of Surfacing and Stablized Base | 8,853.7 | SQYD | 5.00 | 44,268.50 | 5.75 | 50,908.78 | 10.00 | 88,537.00 |
| 0006 | 203-04-00300 | Nonplastic Embankment (Stone) | 111 | CUYD | 85.00 | 9,435.00 | 142.00 | 15,762.00 | 100.00 | 11,100.00 |
| 0007 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 48,000.00 | 48,000.00 | 90,000.00 | 90,000.00 | 100,000.00 | 100,000.00 |
| 0008 | 204-06-00100 | Temporary Silt Fencing | 245 | LNFT | 3.00 | 735.00 | 4.00 | 980.00 | 3.00 | 735.00 |
| 0009 | 302-01-00700 | Class II Base Course (Stone) | 4,117 | CUYD | 86.00 | 354,062.00 | 95.00 | 391,115.00 | 88.76 | 365,424.92 |
| 0010 | 304-05-00100 | Lime Treatment (Type E) | 131.21 | TON | 395.00 | 51,827.95 | 150.00 | 19,681.50 | 400.00 | 52,484.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 298.2 | CUYD | 35.00 | 10,437.00 | 125.00 | 37,275.00 | 75.00 | 22,365.00 |
| 0012 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 25 | CUYD | 135.00 | 3,375.00 | 70.00 | 1,750.00 | 100.00 | 2,500.00 |
| 0013 | 502-01-00100 | Superpave Asphaltic Concrete | 1,736.6 | TON | 121.00 | 210,128.60 | 100.00 | 173,660.00 | 117.60 | 204,224.16 |
| 0014 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 40.9 | TON | 121.00 | 4,948.90 | 400.00 | 16,360.00 | 480.00 | 19,632.00 |
| 0015 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 60,296 | GAL | 3.10 | 186,917.60 | 3.50 | 211,036.00 | 3.80 | 229,124.80 |
| 0016 | 507-02-00200 | Aggregate (S2) | 88,670 | SQYD | 0.88 | 78,029.60 | 1.00 | 88,670.00 | 1.04 | 92,216.80 |
| 0017 | 507-02-00300 | Aggregate (S3) | 88,670 | SQYD | 0.70 | 62,069.00 | 1.00 | 88,670.00 | 0.82 | 72,709.40 |
| 0018 | 510-01-00200 | Pavement Patching (12" Minimum Thickness) | 800 | SQYD | 140.00 | 112,000.00 | 90.00 | 72,000.00 | 108.00 | 86,400.00 |
| 0019 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 72 | LNFT | 255.00 | 18,360.00 | 400.00 | 28,800.00 | 300.00 | 21,600.00 |
| 0020 | 701-02-01120 | Cross Drain Pipe Arch (60" Equiv. RCPA) | 64 | LNFT | 325.00 | 20,800.00 | 475.00 | 30,400.00 | 300.00 | 19,200.00 |
| 0021 | 705-01-00100 | Barbed Wire Fence | 210 | LNFT | 16.00 | 3,360.00 | 12.00 | 2,520.00 | 15.00 | 3,150.00 |
| 0022 | 711-01-03020 | Riprap (30 lb, 18" Thick) | 93.4 | SQYD | 85.00 | 7,939.00 | 65.00 | 6,071.00 | 90.00 | 8,406.00 |
| 0023 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 67.6 | SQYD | 70.00 | 4,732.00 | 80.00 | 5,408.00 | 90.00 | 6,084.00 |
| 0024 | 711-04-00100 | Geotextile Fabric | 161 | SQYD | 4.00 | 644.00 | 3.00 | 483.00 | 3.00 | 483.00 |
| 0025 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 12,000.00 | 12,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 |
| 0026 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.372 | MILE | 225.00 | 308.70 | 240.00 | 329.28 | 240.00 | 329.28 |
| 0027 | 713-03-02000 | Temporary Pavement Markings (Broken Line) (4" Width) (10' Length) | 8.01 | MILE | 200.00 | 1,602.00 | 240.00 | 1,922.40 | 240.00 | 1,922.40 |
| 0028 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 17.448 | MILE | 1.00 | 17.45 | 480.00 | 8,375.04 | 480.00 | 8,375.04 |
| 0029 | 713-06-00200 | Temporary Reflectorized Raised Pavement Markers (Tabs) | 1,815 | EACH | 1.50 | 2,722.50 | 2.00 | 3,630.00 | 2.50 | 4,537.50 |
| 0030 | 716-01-00100 | Mulch (Vegetative) | 2.7 | TON | 950.00 | 2,565.00 | 1,500.00 | 4,050.00 | 1,375.00 | 3,712.50 |
| 0031 | 717-01-00100 | Seeding | 80 | LB | 18.00 | 1,440.00 | 12.00 | 960.00 | 15.00 | 1,200.00 |
| 0032 | 718-01-00100 | Fertilizer | 1,330 | LB | 1.50 | 1,995.00 | 1.00 | 1,330.00 | 1.25 | 1,662.50 |
| 0033 | 726-01-00100 | Bedding Material | 173.1 | CUYD | 95.00 | 16,444.50 | 1.00 | 173.10 | 85.00 | 14,713.50 |
| 0034 | 727-01-00100 | Mobilization | 1 | LUMP | 40,000.00 | 40,000.00 | 80,000.00 | 80,000.00 | 80,000.00 | 80,000.00 |
| 0035 | 729-16-00300 | Object Marker Assembly (Type 3) | 6 | EACH | 100.00 | 600.00 | 75.00 | 450.00 | 125.00 | 750.00 |
| 0036 | 731-02-00100 | Reflectorized Raised Pavement Markers | 937 | EACH | 5.00 | 4,685.00 | 4.80 | 4,497.60 | 4.80 | 4,497.60 |
| 0037 | 735-01-00100 | Mailboxes | 2 | EACH | 5.00 | 10.00 | 90.00 | 180.00 | 100.00 | 200.00 |
| 0038 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 400.00 | 800.00 | 390.00 | 780.00 | 150.00 | 300.00 |
| 0039 | 737-01-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 14.644 | MILE | 650.00 | 9,518.60 | 600.00 | 8,786.40 | 600.00 | 8,786.40 |
| 0040 | 737-02-00100 | Painted Traffic Striping (Broken Line) (4" Width) | 6.638 | MILE | 350.00 | 2,323.30 | 300.00 | 1,991.40 | 300.00 | 1,991.40 |
| 0041 | 740-01-00100 | Construction Layout | 1 | LUMP | 28,000.00 | 28,000.00 | 25,000.00 | 25,000.00 | 25,000.00 | 25,000.00 |
| 0042 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 22.73 | CUYD | 1,100.00 | 25,003.00 | 1,100.00 | 25,003.00 | 1,000.00 | 22,730.00 |
| 0043 | 805-12-22000 | Reinforced Concrete Box Culverts (6' x 6') (Precast) | 128 | LNFT | 430.00 | 55,040.00 | 600.00 | 76,800.00 | 500.00 | 64,000.00 |
| 0044 | 806-01-00100 | Deformed Reinforcing Steel | 1,600 | LB | 1.50 | 2,400.00 | 2.00 | 3,200.00 | 2.00 | 3,200.00 |
| 0045 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 32,814 | INLF | 0.15 | 4,922.10 | 0.10 | 3,281.40 | 0.25 | 8,203.50 |
| CONTRACTOR TOTAL | 1,474,556.30 | 1,624,804.90 | 1,741,187.70 | |||||||