Bid Tabulations
Letting of
08/31/2011
LA DOTD Headquarters
| Lead Project: 036-02-0033 | |
| Parish: Franklin | |
| Routes: LA 4 | |
| Description: SCRIBER ROAD - 0.5 MI. WEST OF LA 135 | |
| Type Const: GRADING, CLASS II BASE COURSE, LIME TREATMENT, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE, ASPHALT SURFACE TREATMENT, SUPERPAVE ASPHALTIC CONCRETE OVERLAY, STRIPING AND RELATED WORK | |
| Estimated Construction Cost: $1,428,882.08 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $1,381,813.85 |
| 2 | 12487 | Diamond B Construction Co., L.L.C. | $1,442,912.38 |
| 3 | 30774 | Progressive Construction Co., LLC | $1,479,584.66 |
| 4 | 05789 | D & J Construction Co., Inc. | $1,520,634.05 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Diamond B Construction Co., L.L.C. |
- 3 - Progressive Construction Co., LLC |
- 4 - D & J Construction Co., Inc. |
||||
| Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 65,000.00 | 65,000.00 | 38,062.64 | 38,062.64 | 90,000.00 | 90,000.00 | 32,000.00 | 32,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge STR# 0360205771 | 1 | EACH | 25,000.00 | 25,000.00 | 22,837.58 | 22,837.58 | 70,500.00 | 70,500.00 | 20,000.00 | 20,000.00 |
| 0003 | 202-02-06040 | Removal of Concrete Box Headwall CONCRETE BOX HEADWALLS - 4 EACH | 4 | EACH | 1,700.00 | 6,800.00 | 634.38 | 2,537.52 | 1,500.00 | 6,000.00 | 10,000.00 | 40,000.00 |
| 0004 | 202-02-14500 | Removal of Guard Rail | 688 | LNFT | 10.00 | 6,880.00 | 6.34 | 4,361.92 | 5.00 | 3,440.00 | 6.00 | 4,128.00 |
| 0005 | 203-01-00100 | General Excavation | 8,000 | CUYD | 6.00 | 48,000.00 | 4.28 | 34,240.00 | 2.00 | 16,000.00 | 3.00 | 24,000.00 |
| 0006 | 203-03-00100 | Embankment | 10,000 | CUYD | 7.00 | 70,000.00 | 4.56 | 45,600.00 | 4.00 | 40,000.00 | 8.00 | 80,000.00 |
| 0007 | 203-07-00200 | Borrow (Vehicular Measurement) (Selected Soils) | 5,296 | CUYD | 16.00 | 84,736.00 | 19.85 | 105,125.60 | 12.00 | 63,552.00 | 10.00 | 52,960.00 |
| 0008 | 302-02-06020 | Class II Base Course (12" Thick) (Soil Cement) | 12,222 | SQYD | 17.00 | 207,774.00 | 19.72 | 241,017.84 | 20.00 | 244,440.00 | 15.00 | 183,330.00 |
| 0009 | 304-01-00100 | Lime | 277.2 | TON | 180.00 | 49,896.00 | 206.17 | 57,150.32 | 180.00 | 49,896.00 | 165.00 | 45,738.00 |
| 0010 | 304-05-00100 | Lime Treatment (Type E) | 277.2 | TON | 85.00 | 23,562.00 | 321.61 | 89,150.29 | 320.00 | 88,704.00 | 450.00 | 124,740.00 |
| 0011 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 140 | CUYD | 75.00 | 10,500.00 | 58.18 | 8,145.20 | 40.00 | 5,600.00 | 65.00 | 9,100.00 |
| 0012 | 502-01-00100 | Superpave Asphaltic Concrete | 2,258.7 | TON | 95.00 | 214,576.50 | 100.54 | 227,089.70 | 105.00 | 237,163.50 | 108.00 | 243,939.60 |
| 0013 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 21.7 | TON | 415.00 | 9,005.50 | 157.28 | 3,412.98 | 165.00 | 3,580.50 | 130.00 | 2,821.00 |
| 0014 | 507-01-00100 | Asphaltic Material (CRS-2P Emulsion) | 7,980 | GAL | 3.80 | 30,324.00 | 4.71 | 37,585.80 | 3.65 | 29,127.00 | 3.50 | 27,930.00 |
| 0015 | 507-02-00200 | Aggregate (S2) | 11,734 | SQYD | 1.65 | 19,361.10 | 2.08 | 24,406.72 | 2.00 | 23,468.00 | 1.50 | 17,601.00 |
| 0016 | 507-02-00300 | Aggregate (S3) | 11,734 | SQYD | 1.50 | 17,601.00 | 1.80 | 21,121.20 | 2.00 | 23,468.00 | 1.30 | 15,254.20 |
| 0017 | 509-01-00100 | Cold Planing Asphaltic Pavement | 10,080 | SQYD | 5.70 | 57,456.00 | 5.08 | 51,206.40 | 2.88 | 29,030.40 | 5.00 | 50,400.00 |
| 0018 | 509-02-00100 | Contractor Retained Reclaimed Asphaltic Pavement | -1,470 | CUYD | 1.00 | -1,470.00 | 0.10 | -147.00 | 0.01 | -14.70 | 0.10 | -147.00 |
| 0019 | 701-01-02260 | Cross Drain Pipe (84" RCP or 96" CMP) | 200 | LNFT | 475.00 | 95,000.00 | 456.75 | 91,350.00 | 446.00 | 89,200.00 | 400.00 | 80,000.00 |
| 0020 | 710-01-00100 | Flowable Fill | 270 | CUYD | 112.00 | 30,240.00 | 252.48 | 68,169.60 | 132.00 | 35,640.00 | 250.00 | 67,500.00 |
| 0021 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 10,000.00 | 10,000.00 | 14,077.82 | 14,077.82 | 5,500.00 | 5,500.00 | 70,000.00 | 70,000.00 |
| 0022 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 1.591 | MILE | 315.00 | 501.17 | 190.31 | 302.78 | 2,700.00 | 4,295.70 | 250.00 | 397.75 |
| 0023 | 716-01-00100 | Mulch (Vegetative) | 5.1 | TON | 675.00 | 3,442.50 | 761.25 | 3,882.38 | 880.00 | 4,488.00 | 500.00 | 2,550.00 |
| 0024 | 717-01-00100 | Seeding | 303 | LB | 8.45 | 2,560.35 | 9.52 | 2,884.56 | 11.00 | 3,333.00 | 8.00 | 2,424.00 |
| 0025 | 718-01-00100 | Fertilizer | 5,050 | LB | 0.50 | 2,525.00 | 0.57 | 2,878.50 | 0.70 | 3,535.00 | 0.45 | 2,272.50 |
| 0026 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 4,000.00 | 4,000.00 | 5,700.00 | 5,700.00 | 7,500.00 | 7,500.00 | 7,500.00 | 7,500.00 |
| 0027 | 726-01-00100 | Bedding Material | 219 | CUYD | 95.00 | 20,805.00 | 190.31 | 41,677.89 | 100.00 | 21,900.00 | 140.00 | 30,660.00 |
| 0028 | 727-01-00100 | Mobilization | 1 | LUMP | 125,000.00 | 125,000.00 | 65,079.11 | 65,079.11 | 70,000.00 | 70,000.00 | 125,000.00 | 125,000.00 |
| 0029 | 731-02-00100 | Reflectorized Raised Pavement Markers | 106 | EACH | 5.90 | 625.40 | 5.71 | 605.26 | 17.50 | 1,855.00 | 14.00 | 1,484.00 |
| 0030 | 732-02-01000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 40 mil) | 1.933 | MILE | 2,300.00 | 4,445.90 | 3,298.76 | 6,376.50 | 3,135.00 | 6,059.96 | 3,000.00 | 5,799.00 |
| 0031 | 732-03-01000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 40 mil) | 0.738 | MILE | 735.00 | 542.43 | 1,015.00 | 749.07 | 1,100.00 | 811.80 | 1,000.00 | 738.00 |
| 0032 | 740-01-00100 | Construction Layout | 1 | LUMP | 18,000.00 | 18,000.00 | 3,806.26 | 3,806.26 | 7,500.00 | 7,500.00 | 17,000.00 | 17,000.00 |
| 0033 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 60.64 | CUYD | 1,200.00 | 72,768.00 | 1,395.63 | 84,631.00 | 1,500.00 | 90,960.00 | 1,500.00 | 90,960.00 |
| 0034 | 805-12-35000 | Reinforced Concrete Box Culverts (6' x 6') (Extension) | 16 | LNFT | 1,055.00 | 16,880.00 | 697.82 | 11,165.12 | 2,050.00 | 32,800.00 | 900.00 | 14,400.00 |
| 0035 | 805-12-37000 | Reinforced Concrete Box Culverts (8' x 8') (Extension) | 16 | LNFT | 1,130.00 | 18,080.00 | 697.82 | 11,165.12 | 2,750.00 | 44,000.00 | 1,200.00 | 19,200.00 |
| 0036 | 806-01-00100 | Deformed Reinforcing Steel | 4,070 | LB | 2.80 | 11,396.00 | 3.81 | 15,506.70 | 6.45 | 26,251.50 | 2.20 | 8,954.00 |
| CONTRACTOR TOTAL | 1,381,813.85 | 1,442,912.38 | 1,479,584.66 | 1,520,634.05 | ||||||||