Bid Tabulations
Letting of
01/25/2012
LA DOTD Headquarters
| Lead Project: H.001654.6 | |
| Parish: Bossier | |
| Routes: LA 157 | |
| Description: Martin Creek Bridge | |
| Type Const: CLEARING AND GRUBBING, CLASS II BASE COURSE, LIME TREATMENT, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, AND RELATED WORK. | |
| Estimated Construction Cost: $2,567,194.09 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 28218 | F. J. Burnell, Inc. | $2,730,862.80 |
| 2 | 39670 | Eutaw Construction Co. Inc. | $2,746,904.06 |
| 3 | 34567 | James Construction Group LLC | $2,810,554.30 |
| 4 | 12135 | Blount Bros. Construction, Inc. | $2,833,106.40 |
| 5 | 12312 | Gilchrist Construction Co. LLC | $2,932,183.00 |
| 6 | 39462 | Jb James Construction Llc | $2,942,518.20 |
| 7 | 36374 | Best-Yet Builders, Llc | $2,999,528.79 |
| 8 | 01012 | Cecil D. Gassiott, LLC | $3,499,922.70 |
| 9 | 18546 | C W & W Contractors, Inc. | $3,555,716.40 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - F. J. Burnell, Inc. |
- 2 - Eutaw Construction Co. Inc. |
- 3 - James Construction Group LLC |
- 4 - Blount Bros. Construction, 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 | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 110,000.00 | 110,000.00 | 7,000.00 | 7,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 40,000.00 | 40,000.00 | 5,000.00 | 5,000.00 | 30,000.00 | 30,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 6,451.6 | SQYD | 3.00 | 19,354.80 | 6.00 | 38,709.60 | 9.00 | 58,064.40 | 5.00 | 32,258.00 |
| 0004 | 202-02-04000 | Removal of Bridge STR. NO. 0408084010961 (Station 129+83.00, Concrete SLab Span) | 1 | EACH | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | 30,000.00 | 30,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 208 | LNFT | 5.00 | 1,040.00 | 12.25 | 2,548.00 | 4.00 | 832.00 | 4.00 | 832.00 |
| 0006 | 203-01-00100 | General Excavation | 6,426 | CUYD | 7.00 | 44,982.00 | 2.70 | 17,350.20 | 7.00 | 44,982.00 | 4.00 | 25,704.00 |
| 0007 | 203-03-00100 | Embankment | 55,233 | CUYD | 9.50 | 524,713.50 | 10.50 | 579,946.50 | 10.00 | 552,330.00 | 10.00 | 552,330.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 76 | EACH | 100.00 | 7,600.00 | 34.50 | 2,622.00 | 142.00 | 10,792.00 | 150.00 | 11,400.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 8,115 | LNFT | 2.00 | 16,230.00 | 3.80 | 30,837.00 | 2.70 | 21,910.50 | 3.00 | 24,345.00 |
| 0010 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,331.8 | SQYD | 16.50 | 153,974.70 | 26.25 | 244,959.75 | 22.00 | 205,299.60 | 23.00 | 214,631.40 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 11.72 | TON | 300.00 | 3,516.00 | 391.75 | 4,591.31 | 360.00 | 4,219.20 | 300.00 | 3,516.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | CUYD | 90.00 | 3,150.00 | 85.00 | 2,975.00 | 40.00 | 1,400.00 | 40.00 | 1,400.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 60.00 | 6,000.00 | 65.00 | 6,500.00 | 35.00 | 3,500.00 | 40.00 | 4,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 1,848.6 | TON | 130.00 | 240,318.00 | 120.00 | 221,832.00 | 122.00 | 225,529.20 | 140.00 | 258,804.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 228.2 | TON | 165.00 | 37,653.00 | 150.00 | 34,230.00 | 152.00 | 34,686.40 | 150.00 | 34,230.00 |
| 0016 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 80 | LNFT | 50.00 | 4,000.00 | 40.50 | 3,240.00 | 65.00 | 5,200.00 | 60.00 | 4,800.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 450 | LNFT | 20.00 | 9,000.00 | 18.00 | 8,100.00 | 18.00 | 8,100.00 | 22.00 | 9,900.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 61.00 | 6,100.00 | 42.25 | 4,225.00 | 42.25 | 4,225.00 | 70.00 | 7,000.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 1,948.00 | 7,792.00 | 1,948.00 | 7,792.00 | 2,800.00 | 11,200.00 |
| 0020 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 200.00 | 2,400.00 | 170.25 | 2,043.00 | 140.00 | 1,680.00 | 300.00 | 3,600.00 |
| 0021 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 200.00 | 2,400.00 | 170.25 | 2,043.00 | 50.00 | 600.00 | 250.00 | 3,000.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 1,350 | SQYD | 50.00 | 67,500.00 | 75.00 | 101,250.00 | 55.00 | 74,250.00 | 55.00 | 74,250.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 16,500.00 | 16,500.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 22 | TON | 500.00 | 11,000.00 | 525.00 | 11,550.00 | 695.00 | 15,290.00 | 700.00 | 15,400.00 |
| 0025 | 717-01-00100 | Seeding | 880 | LB | 9.00 | 7,920.00 | 8.00 | 7,040.00 | 9.00 | 7,920.00 | 20.00 | 17,600.00 |
| 0026 | 718-01-00100 | Fertilizer | 11,000 | LB | 0.60 | 6,600.00 | 0.50 | 5,500.00 | 0.58 | 6,380.00 | 1.10 | 12,100.00 |
| 0027 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 500 | SQYD | 1.00 | 500.00 | 1.00 | 500.00 | 1.20 | 600.00 | 3.50 | 1,750.00 |
| 0028 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 700 | SQYD | 1.00 | 700.00 | 1.30 | 910.00 | 1.50 | 1,050.00 | 3.50 | 2,450.00 |
| 0029 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,400 | SQYD | 1.50 | 5,100.00 | 1.90 | 6,460.00 | 1.65 | 5,610.00 | 3.50 | 11,900.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 5,000.00 | 5,000.00 | 18,800.00 | 18,800.00 | 7,500.00 | 7,500.00 | 12,500.00 | 12,500.00 |
| 0031 | 725-01-00100 | Temporary Detour Roads | 7,054.6 | SQYD | 51.00 | 359,784.60 | 69.00 | 486,767.40 | 72.00 | 507,931.20 | 70.00 | 493,822.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 250,000.00 | 250,000.00 | 150,000.00 | 150,000.00 | 280,000.00 | 280,000.00 | 50,000.00 | 50,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 | 110.00 | 440.00 | 110.00 | 440.00 | 150.00 | 600.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 85 | EACH | 10.00 | 850.00 | 4.50 | 382.50 | 4.50 | 382.50 | 20.00 | 1,700.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.576 | MILE | 3,000.00 | 7,728.00 | 2,570.00 | 6,620.32 | 2,570.00 | 6,620.32 | 7,000.00 | 18,032.00 |
| 0036 | 735-01-00100 | Mailboxes | 2 | EACH | 1.00 | 2.00 | 15.00 | 30.00 | 15.00 | 30.00 | 50.00 | 100.00 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 250.00 | 500.00 | 80.00 | 160.00 | 80.00 | 160.00 | 100.00 | 200.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 40,000.00 | 40,000.00 | 52,120.00 | 52,120.00 | 25,000.00 | 25,000.00 | 30,000.00 | 30,000.00 |
| 0039 | 804-01-00400 | Precast Concrete Piles (18") | 2,960 | LNFT | 133.00 | 393,680.00 | 62.00 | 183,520.00 | 66.00 | 195,360.00 | 110.00 | 325,600.00 |
| 0040 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1,000.00 | 1,000.00 | 5,000.00 | 5,000.00 | 8,000.00 | 8,000.00 | 2,500.00 | 2,500.00 |
| 0041 | 805-01-00700 | Class A Concrete (Bents) | 63.76 | CUYD | 880.00 | 56,108.80 | 680.00 | 43,356.80 | 930.00 | 59,296.80 | 600.00 | 38,256.00 |
| 0042 | 805-04-00100 | Class AA(M) Concrete | 256.14 | CUYD | 660.00 | 169,052.40 | 612.00 | 156,757.68 | 510.00 | 130,631.40 | 750.00 | 192,105.00 |
| 0043 | 806-01-00100 | Deformed Reinforcing Steel | 66,158 | LB | 0.90 | 59,542.20 | 1.20 | 79,389.60 | 0.85 | 56,234.30 | 2.00 | 132,316.00 |
| 0044 | 810-01-00100 | Concrete Railing (Standard Barrier) | 260 | LNFT | 100.00 | 26,000.00 | 67.00 | 17,420.00 | 69.00 | 17,940.00 | 100.00 | 26,000.00 |
| 0045 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 100 | LNFT | 100.00 | 10,000.00 | 69.00 | 6,900.00 | 71.00 | 7,100.00 | 100.00 | 10,000.00 |
| 0046 | 813-01-00100 | Concrete Approach Slabs | 293.34 | SQYD | 220.00 | 64,534.80 | 210.00 | 61,601.40 | 222.00 | 65,121.48 | 250.00 | 73,335.00 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 564 | INLF | 2.00 | 1,128.00 | 6.00 | 3,384.00 | 1.00 | 564.00 | 10.00 | 5,640.00 |
| CONTRACTOR TOTAL | 2,730,862.80 | 2,746,904.06 | 2,810,554.30 | 2,833,106.40 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Gilchrist Construction Co. LLC |
- 6 - Jb James Construction Llc |
- 7 - Best-Yet Builders, Llc |
- 8 - Cecil D. Gassiott, LLC |
||||
| 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 | 75,000.00 | 75,000.00 | 350,000.00 | 350,000.00 | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 1,500.00 | 1,500.00 | 4,500.00 | 4,500.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 6,451.6 | SQYD | 3.00 | 19,354.80 | 8.50 | 54,838.60 | 2.00 | 12,903.20 | 5.00 | 32,258.00 |
| 0004 | 202-02-04000 | Removal of Bridge STR. NO. 0408084010961 (Station 129+83.00, Concrete SLab Span) | 1 | EACH | 75,000.00 | 75,000.00 | 15,000.00 | 15,000.00 | 35,000.00 | 35,000.00 | 8,500.00 | 8,500.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 208 | LNFT | 10.00 | 2,080.00 | 4.00 | 832.00 | 4.00 | 832.00 | 2.85 | 592.80 |
| 0006 | 203-01-00100 | General Excavation | 6,426 | CUYD | 6.50 | 41,769.00 | 5.75 | 36,949.50 | 15.00 | 96,390.00 | 5.50 | 35,343.00 |
| 0007 | 203-03-00100 | Embankment | 55,233 | CUYD | 12.00 | 662,796.00 | 12.50 | 690,412.50 | 12.00 | 662,796.00 | 18.00 | 994,194.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 76 | EACH | 150.00 | 11,400.00 | 120.00 | 9,120.00 | 50.00 | 3,800.00 | 120.00 | 9,120.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 8,115 | LNFT | 1.20 | 9,738.00 | 2.00 | 16,230.00 | 2.00 | 16,230.00 | 2.00 | 16,230.00 |
| 0010 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,331.8 | SQYD | 25.00 | 233,295.00 | 13.50 | 125,979.30 | 21.27 | 198,487.39 | 25.00 | 233,295.00 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 11.72 | TON | 1,100.00 | 12,892.00 | 455.00 | 5,332.60 | 200.00 | 2,344.00 | 350.00 | 4,102.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | CUYD | 100.00 | 3,500.00 | 100.00 | 3,500.00 | 50.00 | 1,750.00 | 100.00 | 3,500.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 55.00 | 5,500.00 | 75.00 | 7,500.00 | 75.00 | 7,500.00 | 100.00 | 10,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 1,848.6 | TON | 125.00 | 231,075.00 | 120.00 | 221,832.00 | 120.00 | 221,832.00 | 129.00 | 238,469.40 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 228.2 | TON | 165.00 | 37,653.00 | 150.00 | 34,230.00 | 120.00 | 27,384.00 | 170.00 | 38,794.00 |
| 0016 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 80 | LNFT | 65.00 | 5,200.00 | 75.00 | 6,000.00 | 40.00 | 3,200.00 | 55.00 | 4,400.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 450 | LNFT | 20.00 | 9,000.00 | 18.00 | 8,100.00 | 20.00 | 9,000.00 | 20.00 | 9,000.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 60.00 | 6,000.00 | 55.00 | 5,500.00 | 65.00 | 6,500.00 | 45.00 | 4,500.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,200.00 | 8,800.00 | 2,000.00 | 8,000.00 | 2,500.00 | 10,000.00 | 2,000.00 | 8,000.00 |
| 0020 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 200.00 | 2,400.00 | 200.00 | 2,400.00 | 300.00 | 3,600.00 | 100.00 | 1,200.00 |
| 0021 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 200.00 | 2,400.00 | 200.00 | 2,400.00 | 300.00 | 3,600.00 | 100.00 | 1,200.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 1,350 | SQYD | 50.00 | 67,500.00 | 48.00 | 64,800.00 | 50.00 | 67,500.00 | 55.00 | 74,250.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 20,000.00 | 20,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 15,000.00 | 18,000.00 | 18,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 22 | TON | 585.00 | 12,870.00 | 700.00 | 15,400.00 | 900.00 | 19,800.00 | 750.00 | 16,500.00 |
| 0025 | 717-01-00100 | Seeding | 880 | LB | 8.90 | 7,832.00 | 9.00 | 7,920.00 | 7.00 | 6,160.00 | 10.00 | 8,800.00 |
| 0026 | 718-01-00100 | Fertilizer | 11,000 | LB | 0.55 | 6,050.00 | 0.60 | 6,600.00 | 0.50 | 5,500.00 | 0.60 | 6,600.00 |
| 0027 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 500 | SQYD | 1.10 | 550.00 | 1.20 | 600.00 | 2.00 | 1,000.00 | 1.25 | 625.00 |
| 0028 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 700 | SQYD | 1.40 | 980.00 | 1.50 | 1,050.00 | 4.00 | 2,800.00 | 1.65 | 1,155.00 |
| 0029 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,400 | SQYD | 2.00 | 6,800.00 | 1.70 | 5,780.00 | 4.25 | 14,450.00 | 1.75 | 5,950.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 2,500.00 | 2,500.00 | 12,000.00 | 12,000.00 | 15,000.00 | 15,000.00 | 25,000.00 | 25,000.00 |
| 0031 | 725-01-00100 | Temporary Detour Roads | 7,054.6 | SQYD | 67.00 | 472,658.20 | 20.00 | 141,092.00 | 47.50 | 335,093.50 | 85.00 | 599,641.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 260,000.00 | 260,000.00 | 290,000.00 | 290,000.00 | 270,000.00 | 270,000.00 | 150,000.00 | 150,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 80.00 | 320.00 | 80.00 | 320.00 | 110.00 | 440.00 | 100.00 | 400.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 85 | EACH | 5.00 | 425.00 | 4.50 | 382.50 | 10.00 | 850.00 | 5.00 | 425.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.576 | MILE | 2,750.00 | 7,084.00 | 2,575.00 | 6,633.20 | 3,000.00 | 7,728.00 | 2,500.00 | 6,440.00 |
| 0036 | 735-01-00100 | Mailboxes | 2 | EACH | 100.00 | 200.00 | 50.00 | 100.00 | 50.00 | 100.00 | 15.00 | 30.00 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 100.00 | 200.00 | 150.00 | 300.00 | 75.00 | 150.00 | 125.00 | 250.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 |
| 0039 | 804-01-00400 | Precast Concrete Piles (18") | 2,960 | LNFT | 55.00 | 162,800.00 | 61.00 | 180,560.00 | 73.00 | 216,080.00 | 90.00 | 266,400.00 |
| 0040 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 5,000.00 | 5,000.00 | 500.00 | 500.00 | 43,200.00 | 43,200.00 | 2,500.00 | 2,500.00 |
| 0041 | 805-01-00700 | Class A Concrete (Bents) | 63.76 | CUYD | 1,200.00 | 76,512.00 | 1,900.00 | 121,144.00 | 1,700.00 | 108,392.00 | 1,400.00 | 89,264.00 |
| 0042 | 805-04-00100 | Class AA(M) Concrete | 256.14 | CUYD | 800.00 | 204,912.00 | 1,090.00 | 279,192.60 | 930.00 | 238,210.20 | 875.00 | 224,122.50 |
| 0043 | 806-01-00100 | Deformed Reinforcing Steel | 66,158 | LB | 0.75 | 49,618.50 | 1.00 | 66,158.00 | 0.85 | 56,234.30 | 1.00 | 66,158.00 |
| 0044 | 810-01-00100 | Concrete Railing (Standard Barrier) | 260 | LNFT | 72.00 | 18,720.00 | 70.00 | 18,200.00 | 74.00 | 19,240.00 | 70.00 | 18,200.00 |
| 0045 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 100 | LNFT | 72.00 | 7,200.00 | 74.00 | 7,400.00 | 76.00 | 7,600.00 | 70.00 | 7,000.00 |
| 0046 | 813-01-00100 | Concrete Approach Slabs | 293.34 | SQYD | 215.00 | 63,068.10 | 210.00 | 61,601.40 | 230.00 | 67,468.20 | 200.00 | 58,668.00 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 564 | INLF | 3.60 | 2,030.40 | 2.00 | 1,128.00 | 6.00 | 3,384.00 | 1.50 | 846.00 |
| CONTRACTOR TOTAL | 2,932,183.00 | 2,942,518.20 | 2,999,528.79 | 3,499,922.70 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - C W & W Contractors, Inc. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 30,000.00 | 30,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 6,451.6 | SQYD | 10.00 | 64,516.00 |
| 0004 | 202-02-04000 | Removal of Bridge STR. NO. 0408084010961 (Station 129+83.00, Concrete SLab Span) | 1 | EACH | 60,000.00 | 60,000.00 |
| 0005 | 202-02-14500 | Removal of Guard Rail | 208 | LNFT | 10.00 | 2,080.00 |
| 0006 | 203-01-00100 | General Excavation | 6,426 | CUYD | 10.00 | 64,260.00 |
| 0007 | 203-03-00100 | Embankment | 55,233 | CUYD | 15.00 | 828,495.00 |
| 0008 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 76 | EACH | 100.00 | 7,600.00 |
| 0009 | 204-06-00100 | Temporary Silt Fencing | 8,115 | LNFT | 2.00 | 16,230.00 |
| 0010 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,331.8 | SQYD | 22.00 | 205,299.60 |
| 0011 | 304-05-00100 | Lime Treatment (Type E) | 11.72 | TON | 400.00 | 4,688.00 |
| 0012 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 35 | CUYD | 100.00 | 3,500.00 |
| 0013 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 100 | CUYD | 100.00 | 10,000.00 |
| 0014 | 502-01-00100 | Superpave Asphaltic Concrete | 1,848.6 | TON | 150.00 | 277,290.00 |
| 0015 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 228.2 | TON | 180.00 | 41,076.00 |
| 0016 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 80 | LNFT | 40.00 | 3,200.00 |
| 0017 | 704-03-00100 | Blocked Out Guard Rail | 450 | LNFT | 25.00 | 11,250.00 |
| 0018 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 70.00 | 7,000.00 |
| 0019 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,500.00 | 10,000.00 |
| 0020 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 300.00 | 3,600.00 |
| 0021 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 300.00 | 3,600.00 |
| 0022 | 712-04-00100 | Flexible Revetment | 1,350 | SQYD | 70.00 | 94,500.00 |
| 0023 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 28,000.00 | 28,000.00 |
| 0024 | 716-01-00100 | Mulch (Vegetative) | 22 | TON | 1,200.00 | 26,400.00 |
| 0025 | 717-01-00100 | Seeding | 880 | LB | 20.00 | 17,600.00 |
| 0026 | 718-01-00100 | Fertilizer | 11,000 | LB | 1.00 | 11,000.00 |
| 0027 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 500 | SQYD | 4.00 | 2,000.00 |
| 0028 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 700 | SQYD | 6.00 | 4,200.00 |
| 0029 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 3,400 | SQYD | 6.00 | 20,400.00 |
| 0030 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 15,000.00 | 15,000.00 |
| 0031 | 725-01-00100 | Temporary Detour Roads | 7,054.6 | SQYD | 75.00 | 529,095.00 |
| 0032 | 727-01-00100 | Mobilization | 1 | LUMP | 350,000.00 | 350,000.00 |
| 0033 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 100.00 | 400.00 |
| 0034 | 731-02-00100 | Reflectorized Raised Pavement Markers | 85 | EACH | 15.00 | 1,275.00 |
| 0035 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.576 | MILE | 5,500.00 | 14,168.00 |
| 0036 | 735-01-00100 | Mailboxes | 2 | EACH | 150.00 | 300.00 |
| 0037 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 100.00 | 200.00 |
| 0038 | 740-01-00100 | Construction Layout | 1 | LUMP | 45,000.00 | 45,000.00 |
| 0039 | 804-01-00400 | Precast Concrete Piles (18") | 2,960 | LNFT | 100.00 | 296,000.00 |
| 0040 | 804-12-00100 | Loading Permanent Piles | 1 | EACH | 1.00 | 1.00 |
| 0041 | 805-01-00700 | Class A Concrete (Bents) | 63.76 | CUYD | 1,000.00 | 63,760.00 |
| 0042 | 805-04-00100 | Class AA(M) Concrete | 256.14 | CUYD | 800.00 | 204,912.00 |
| 0043 | 806-01-00100 | Deformed Reinforcing Steel | 66,158 | LB | 1.00 | 66,158.00 |
| 0044 | 810-01-00100 | Concrete Railing (Standard Barrier) | 260 | LNFT | 100.00 | 26,000.00 |
| 0045 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 100 | LNFT | 100.00 | 10,000.00 |
| 0046 | 813-01-00100 | Concrete Approach Slabs | 293.34 | SQYD | 220.00 | 64,534.80 |
| 0047 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 564 | INLF | 2.00 | 1,128.00 |
| CONTRACTOR TOTAL | 3,555,716.40 | |||||