Bid Tabulations
Letting of
10/26/2011
LA DOTD Headquarters
| Lead Project: H.002410.6 | |
| Parish: St. Helena | |
| Routes: LA 38 | |
| Description: Tickfaw River and Relief Bridges | |
| Type Const: GRADING, COLD PLANING ASPHALTIC CONCRETE, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, CLEARING AND GRUBBING, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGES AND RELATED WORK | |
| Estimated Construction Cost: $5,505,922.35 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34567 | James Construction Group LLC | $5,433,884.45 |
| 2 | 12312 | Gilchrist Construction Co. LLC | $5,434,376.11 |
| 3 | 07740 | Cajun Constructors, Inc. | $6,196,600.00 |
| 4 | 14422 | T. L. Wallace Construction, Inc. | $6,574,115.41 |
| 5 | 39462 | Jb James Construction Llc | $6,581,963.60 |
| 6 | 00481 | Coastal Bridge Co., L.L.C. | $6,723,517.32 |
| 7 | 01012 | Cecil D. Gassiott, LLC | $7,076,580.55 |
| 8 | 55519 | Key, LLC Of Mississippi | $7,695,249.60 |
| 9 | 02179 | Boh Bros. Construction Co., LLC. | $8,113,085.44 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - James Construction Group LLC |
- 2 - Gilchrist Construction Co. LLC |
- 3 - Cajun Constructors, Inc. |
- 4 - T. L. Wallace 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 | 70,000.00 | 70,000.00 | 140,000.00 | 140,000.00 | 78,290.71 | 78,290.71 | 100,000.00 | 100,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge 97'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 24,000.00 | 24,000.00 | 12,000.00 | 12,000.00 | 14,000.00 | 14,000.00 | 14,400.00 | 14,400.00 |
| 0003 | 202-02-04000 | Removal of Bridge 154'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 30,000.00 | 30,000.00 | 18,000.00 | 18,000.00 | 22,000.00 | 22,000.00 | 17,600.00 | 17,600.00 |
| 0004 | 202-02-04000 | Removal of Bridge 192'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 40,000.00 | 40,000.00 | 25,000.00 | 25,000.00 | 27,000.00 | 27,000.00 | 21,400.00 | 21,400.00 |
| 0005 | 202-02-12000 | Removal of Fence | 750 | LNFT | 5.00 | 3,750.00 | 2.00 | 1,500.00 | 2.00 | 1,500.00 | 3.15 | 2,362.50 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 5,921.2 | SQYD | 7.00 | 41,448.40 | 3.80 | 22,500.56 | 4.00 | 23,684.80 | 4.05 | 23,980.86 |
| 0007 | 203-01-00100 | General Excavation | 473 | CUYD | 16.00 | 7,568.00 | 20.00 | 9,460.00 | 4.00 | 1,892.00 | 7.45 | 3,523.85 |
| 0008 | 203-02-00100 | Drainage Excavation | 5,784 | CUYD | 13.50 | 78,084.00 | 9.00 | 52,056.00 | 7.00 | 40,488.00 | 7.45 | 43,090.80 |
| 0009 | 203-03-00100 | Embankment | 10,283 | CUYD | 14.50 | 149,103.50 | 14.00 | 143,962.00 | 15.00 | 154,245.00 | 15.00 | 154,245.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 300 | EACH | 15.50 | 4,650.00 | 18.00 | 5,400.00 | 15.00 | 4,500.00 | 13.00 | 3,900.00 |
| 0011 | 204-03-00100 | Temporary Slope Drains | 750 | LNFT | 16.00 | 12,000.00 | 8.00 | 6,000.00 | 8.00 | 6,000.00 | 58.00 | 43,500.00 |
| 0012 | 204-04-00100 | Temporary Sediment Basins | 4 | EACH | 500.00 | 2,000.00 | 400.00 | 1,600.00 | 400.00 | 1,600.00 | 1,600.00 | 6,400.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 26 | EACH | 120.00 | 3,120.00 | 200.00 | 5,200.00 | 125.00 | 3,250.00 | 110.00 | 2,860.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 6,151 | LNFT | 2.50 | 15,377.50 | 1.50 | 9,226.50 | 2.00 | 12,302.00 | 1.65 | 10,149.15 |
| 0015 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,300 | SQYD | 18.00 | 167,400.00 | 19.00 | 176,700.00 | 19.00 | 176,700.00 | 30.00 | 279,000.00 |
| 0016 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 9,300 | SQYD | 8.00 | 74,400.00 | 8.50 | 79,050.00 | 13.00 | 120,900.00 | 12.00 | 111,600.00 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 377 | CUYD | 65.00 | 24,505.00 | 45.00 | 16,965.00 | 90.00 | 33,930.00 | 120.00 | 45,240.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 65.00 | 32,500.00 | 40.00 | 20,000.00 | 70.00 | 35,000.00 | 42.00 | 21,000.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,032.6 | TON | 95.00 | 193,097.00 | 100.00 | 203,260.00 | 100.00 | 203,260.00 | 100.00 | 203,260.00 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 482.5 | TON | 120.00 | 57,900.00 | 180.00 | 86,850.00 | 125.00 | 60,312.50 | 130.00 | 62,725.00 |
| 0021 | 509-01-00100 | Cold Planing Asphaltic Pavement | 746 | SQYD | 20.00 | 14,920.00 | 5.00 | 3,730.00 | 12.00 | 8,952.00 | 21.00 | 15,666.00 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 1,067.2 | LNFT | 18.50 | 19,743.20 | 20.00 | 21,344.00 | 23.00 | 24,545.60 | 19.00 | 20,276.80 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 54.00 | 16,200.00 | 60.00 | 18,000.00 | 69.00 | 20,700.00 | 57.00 | 17,100.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,050.00 | 16,400.00 | 2,200.00 | 17,600.00 | 2,500.00 | 20,000.00 | 2,200.00 | 17,600.00 |
| 0025 | 705-01-00100 | Barbed Wire Fence | 750 | LNFT | 8.50 | 6,375.00 | 9.50 | 7,125.00 | 10.00 | 7,500.00 | 8.95 | 6,712.50 |
| 0026 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 750.00 | 1,500.00 | 850.00 | 1,700.00 | 950.00 | 1,900.00 | 790.00 | 1,580.00 |
| 0027 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,100.00 | 1,100.00 | 1,200.00 | 1,200.00 | 1,400.00 | 1,400.00 | 1,200.00 | 1,200.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 165.00 | 1,980.00 | 220.00 | 2,640.00 | 300.00 | 3,600.00 | 150.00 | 1,800.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 95.00 | 1,140.00 | 220.00 | 2,640.00 | 125.00 | 1,500.00 | 53.00 | 636.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 5,335 | SQYD | 40.00 | 213,400.00 | 39.00 | 208,065.00 | 39.00 | 208,065.00 | 53.00 | 282,755.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 40,000.00 | 40,000.00 | 65,000.00 | 65,000.00 | 25,000.00 | 25,000.00 | 17,200.00 | 17,200.00 |
| 0032 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.106 | MILE | 218.49 | 23.16 | 1,600.00 | 169.60 | 720.00 | 76.32 | 1,100.00 | 116.60 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.212 | MILE | 1,000.00 | 212.00 | 800.00 | 169.60 | 1,200.00 | 254.40 | 1,100.00 | 233.20 |
| 0034 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 16 | EACH | 0.35 | 5.60 | 4.00 | 64.00 | 6.50 | 104.00 | 0.35 | 5.60 |
| 0035 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (LIQUIDAMBAR STRACIFLUA, 'SWEETGUM', 3'-4' MIN. HT., 1'-2' SPREAD) | 28 | EACH | 49.00 | 1,372.00 | 55.00 | 1,540.00 | 21.00 | 588.00 | 52.00 | 1,456.00 |
| 0036 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (QUERCUS NIGRA, 'WATER OAK', 3'-4' MIN. HT., 1'-2' SPREAD) | 29 | EACH | 49.00 | 1,421.00 | 55.00 | 1,595.00 | 23.00 | 667.00 | 52.00 | 1,508.00 |
| 0037 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (PINUS TAEDA, 'LOBLOLLY PINE', 3'-4' MIN. HT.) | 38 | EACH | 49.00 | 1,862.00 | 55.00 | 2,090.00 | 25.00 | 950.00 | 52.00 | 1,976.00 |
| 0038 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 3,905 | SQYD | 1.10 | 4,295.50 | 1.25 | 4,881.25 | 1.25 | 4,881.25 | 1.15 | 4,490.75 |
| 0039 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 15,000.00 | 15,000.00 | 5,000.00 | 5,000.00 | 35,000.00 | 35,000.00 | 17,600.00 | 17,600.00 |
| 0040 | 725-01-00100 | Temporary Detour Roads | 10,102 | SQYD | 72.00 | 727,344.00 | 60.00 | 606,120.00 | 84.00 | 848,568.00 | 89.00 | 899,078.00 |
| 0041 | 725-02-00100 | Temporary Detour Bridging | 420 | LNFT | 1,800.00 | 756,000.00 | 1,800.00 | 756,000.00 | 3,200.00 | 1,344,000.00 | 3,500.00 | 1,470,000.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | 214,802.51 | 214,802.51 | 500,000.00 | 500,000.00 |
| 0043 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 6 | SQFT | 75.00 | 450.00 | 90.00 | 540.00 | 25.00 | 150.00 | 79.00 | 474.00 |
| 0044 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 75.00 | 900.00 | 90.00 | 1,080.00 | 95.00 | 1,140.00 | 79.00 | 948.00 |
| 0045 | 729-21-00100 | U-Channel Post | 2 | EACH | 150.00 | 300.00 | 175.00 | 350.00 | 125.00 | 250.00 | 160.00 | 320.00 |
| 0046 | 731-02-00100 | Reflectorized Raised Pavement Markers | 96 | EACH | 10.00 | 960.00 | 6.95 | 667.20 | 12.50 | 1,200.00 | 11.00 | 1,056.00 |
| 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.64 | MILE | 2,800.00 | 4,592.00 | 4,000.00 | 6,560.00 | 3,550.00 | 5,822.00 | 2,900.00 | 4,756.00 |
| 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.606 | MILE | 1,000.00 | 606.00 | 1,700.00 | 1,030.20 | 1,280.00 | 775.68 | 1,100.00 | 666.60 |
| 0049 | 732-05-00100 | Removal of Existing Markings | 0.06 | MILE | 4,000.00 | 240.00 | 6,500.00 | 390.00 | 5,050.00 | 303.00 | 4,200.00 | 252.00 |
| 0050 | 739-01-00100 | Hydro-Seeding | 2.5 | ACRE | 1,075.00 | 2,687.50 | 1,200.00 | 3,000.00 | 1,350.00 | 3,375.00 | 1,100.00 | 2,750.00 |
| 0051 | 740-01-00100 | Construction Layout | 1 | LUMP | 40,000.00 | 40,000.00 | 40,000.00 | 40,000.00 | 80,270.48 | 80,270.48 | 83,200.00 | 83,200.00 |
| 0052 | 804-01-00300 | Precast Concrete Piles (16") | 1,400 | LNFT | 55.00 | 77,000.00 | 72.00 | 100,800.00 | 65.00 | 91,000.00 | 57.00 | 79,800.00 |
| 0053 | 804-01-00600 | Precast Concrete Piles (24") | 4,512 | LNFT | 84.00 | 379,008.00 | 79.00 | 356,448.00 | 108.00 | 487,296.00 | 100.00 | 451,200.00 |
| 0054 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 25,000.00 | 25,000.00 | 20,000.00 | 20,000.00 | 50,000.00 | 50,000.00 | 20,800.00 | 20,800.00 |
| 0055 | 804-05-00600 | Precast Concrete Test Piles (24") | 2 | EACH | 25,000.00 | 50,000.00 | 28,000.00 | 56,000.00 | 80,000.00 | 160,000.00 | 27,900.00 | 55,800.00 |
| 0056 | 804-09-00100 | Loading Test Piles | 3 | EACH | 30,000.00 | 90,000.00 | 30,000.00 | 90,000.00 | 25,000.00 | 75,000.00 | 20,000.00 | 60,000.00 |
| 0057 | 804-10-00100 | Reloading Test Piles | 3 | EACH | 2,000.00 | 6,000.00 | 1,300.00 | 3,900.00 | 300.00 | 900.00 | 120.00 | 360.00 |
| 0058 | 804-11-00100 | Redriving Test Piles | 3 | EACH | 2,000.00 | 6,000.00 | 1,300.00 | 3,900.00 | 300.00 | 900.00 | 120.00 | 360.00 |
| 0059 | 804-17-00100 | Dynamic Monitoring | 21 | EACH | 1,200.00 | 25,200.00 | 500.00 | 10,500.00 | 250.00 | 5,250.00 | 2,600.00 | 54,600.00 |
| 0060 | 805-01-00700 | Class A Concrete (Bents) | 231.4 | CUYD | 650.00 | 150,410.00 | 1,000.00 | 231,400.00 | 800.00 | 185,120.00 | 640.00 | 148,096.00 |
| 0061 | 805-03-00100 | Class AA Concrete | 671.04 | CUYD | 690.00 | 463,017.60 | 680.00 | 456,307.20 | 600.00 | 402,624.00 | 580.00 | 389,203.20 |
| 0062 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 3,476 | LNFT | 60.00 | 208,560.00 | 64.00 | 222,464.00 | 70.00 | 243,320.00 | 57.00 | 198,132.00 |
| 0063 | 805-11-00100 | Strip Seal Joints | 240 | LNFT | 195.00 | 46,800.00 | 185.00 | 44,400.00 | 180.00 | 43,200.00 | 180.00 | 43,200.00 |
| 0064 | 806-01-00100 | Deformed Reinforcing Steel | 222,185 | LB | 0.85 | 188,857.25 | 0.80 | 177,748.00 | 0.95 | 211,075.75 | 0.80 | 177,748.00 |
| 0065 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | 7,000.00 | 7,000.00 | 8,600.00 | 8,600.00 |
| 0066 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 1,120 | LNFT | 65.00 | 72,800.00 | 72.00 | 80,640.00 | 75.00 | 84,000.00 | 66.00 | 73,920.00 |
| 0067 | 813-01-00100 | Concrete Approach Slabs | 1,092.2 | SQYD | 165.00 | 180,213.00 | 200.00 | 218,440.00 | 175.00 | 191,135.00 | 210.00 | 229,362.00 |
| 0068 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 176 | INLF | 0.49 | 86.24 | 8.00 | 1,408.00 | 9.00 | 1,584.00 | 2.75 | 484.00 |
| 0069 | NS-700-00180 | Impact Attenuator (Construction Zone) | 4 | EACH | 8,250.00 | 33,000.00 | 8,250.00 | 33,000.00 | 17,500.00 | 70,000.00 | 9,700.00 | 38,800.00 |
| CONTRACTOR TOTAL | 5,433,884.45 | 5,434,376.11 | 6,196,600.00 | 6,574,115.41 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Jb James Construction Llc |
- 6 - Coastal Bridge Co., L.L.C. |
- 7 - Cecil D. Gassiott, LLC |
- 8 - Key, LLC Of Mississippi |
||||
| 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 | 700,000.00 | 700,000.00 | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 | 75,000.00 | 75,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge 97'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 100,000.00 | 100,000.00 | 20,000.00 | 20,000.00 | 45,000.00 | 45,000.00 | 12,500.00 | 12,500.00 |
| 0003 | 202-02-04000 | Removal of Bridge 154'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 115,000.00 | 115,000.00 | 32,000.00 | 32,000.00 | 60,000.00 | 60,000.00 | 18,500.00 | 18,500.00 |
| 0004 | 202-02-04000 | Removal of Bridge 192'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 120,000.00 | 120,000.00 | 42,000.00 | 42,000.00 | 85,000.00 | 85,000.00 | 25,000.00 | 25,000.00 |
| 0005 | 202-02-12000 | Removal of Fence | 750 | LNFT | 2.00 | 1,500.00 | 1.00 | 750.00 | 2.75 | 2,062.50 | 1.00 | 750.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 5,921.2 | SQYD | 4.00 | 23,684.80 | 2.60 | 15,395.12 | 10.00 | 59,212.00 | 2.50 | 14,803.00 |
| 0007 | 203-01-00100 | General Excavation | 473 | CUYD | 12.00 | 5,676.00 | 2.00 | 946.00 | 5.00 | 2,365.00 | 2.00 | 946.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 5,784 | CUYD | 9.00 | 52,056.00 | 9.00 | 52,056.00 | 10.00 | 57,840.00 | 9.00 | 52,056.00 |
| 0009 | 203-03-00100 | Embankment | 10,283 | CUYD | 20.00 | 205,660.00 | 14.00 | 143,962.00 | 14.00 | 143,962.00 | 17.00 | 174,811.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 300 | EACH | 12.00 | 3,600.00 | 12.50 | 3,750.00 | 13.00 | 3,900.00 | 12.00 | 3,600.00 |
| 0011 | 204-03-00100 | Temporary Slope Drains | 750 | LNFT | 10.00 | 7,500.00 | 10.00 | 7,500.00 | 40.00 | 30,000.00 | 10.00 | 7,500.00 |
| 0012 | 204-04-00100 | Temporary Sediment Basins | 4 | EACH | 1,000.00 | 4,000.00 | 500.00 | 2,000.00 | 1,100.00 | 4,400.00 | 1,000.00 | 4,000.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 26 | EACH | 100.00 | 2,600.00 | 100.00 | 2,600.00 | 110.00 | 2,860.00 | 100.00 | 2,600.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 6,151 | LNFT | 1.80 | 11,071.80 | 2.00 | 12,302.00 | 2.00 | 12,302.00 | 1.55 | 9,534.05 |
| 0015 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,300 | SQYD | 20.00 | 186,000.00 | 26.00 | 241,800.00 | 20.00 | 186,000.00 | 30.00 | 279,000.00 |
| 0016 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 9,300 | SQYD | 9.00 | 83,700.00 | 12.50 | 116,250.00 | 17.00 | 158,100.00 | 12.00 | 111,600.00 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 377 | CUYD | 80.00 | 30,160.00 | 110.00 | 41,470.00 | 70.00 | 26,390.00 | 110.00 | 41,470.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 40.00 | 20,000.00 | 75.00 | 37,500.00 | 60.00 | 30,000.00 | 75.00 | 37,500.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,032.6 | TON | 100.00 | 203,260.00 | 95.00 | 193,097.00 | 100.00 | 203,260.00 | 95.00 | 193,097.00 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 482.5 | TON | 120.00 | 57,900.00 | 125.00 | 60,312.50 | 130.00 | 62,725.00 | 120.00 | 57,900.00 |
| 0021 | 509-01-00100 | Cold Planing Asphaltic Pavement | 746 | SQYD | 10.00 | 7,460.00 | 10.50 | 7,833.00 | 22.00 | 16,412.00 | 10.00 | 7,460.00 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 1,067.2 | LNFT | 19.00 | 20,276.80 | 19.50 | 20,810.40 | 20.00 | 21,344.00 | 20.00 | 21,344.00 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 55.00 | 16,500.00 | 56.00 | 16,800.00 | 58.00 | 17,400.00 | 60.00 | 18,000.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,100.00 | 16,800.00 | 2,125.00 | 17,000.00 | 2,200.00 | 17,600.00 | 2,175.00 | 17,400.00 |
| 0025 | 705-01-00100 | Barbed Wire Fence | 750 | LNFT | 8.00 | 6,000.00 | 9.00 | 6,750.00 | 10.00 | 7,500.00 | 8.50 | 6,375.00 |
| 0026 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 700.00 | 1,400.00 | 775.00 | 1,550.00 | 850.00 | 1,700.00 | 750.00 | 1,500.00 |
| 0027 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 1,000.00 | 1,000.00 | 1,150.00 | 1,150.00 | 1,250.00 | 1,250.00 | 1,100.00 | 1,100.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 200.00 | 2,400.00 | 275.00 | 3,300.00 | 225.00 | 2,700.00 | 50.00 | 600.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 100.00 | 1,200.00 | 275.00 | 3,300.00 | 110.00 | 1,320.00 | 65.00 | 780.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 5,335 | SQYD | 40.00 | 213,400.00 | 56.00 | 298,760.00 | 55.00 | 293,425.00 | 50.00 | 266,750.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 160,000.00 | 160,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 0032 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.106 | MILE | 2,000.00 | 212.00 | 1,100.00 | 116.60 | 1,100.00 | 116.60 | 1,000.00 | 106.00 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.212 | MILE | 1,000.00 | 212.00 | 1,100.00 | 233.20 | 1,100.00 | 233.20 | 700.00 | 148.40 |
| 0034 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 16 | EACH | 5.00 | 80.00 | 10.50 | 168.00 | 6.00 | 96.00 | 3.50 | 56.00 |
| 0035 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (LIQUIDAMBAR STRACIFLUA, 'SWEETGUM', 3'-4' MIN. HT., 1'-2' SPREAD) | 28 | EACH | 50.00 | 1,400.00 | 75.00 | 2,100.00 | 50.00 | 1,400.00 | 50.00 | 1,400.00 |
| 0036 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (QUERCUS NIGRA, 'WATER OAK', 3'-4' MIN. HT., 1'-2' SPREAD) | 29 | EACH | 50.00 | 1,450.00 | 75.00 | 2,175.00 | 50.00 | 1,450.00 | 50.00 | 1,450.00 |
| 0037 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (PINUS TAEDA, 'LOBLOLLY PINE', 3'-4' MIN. HT.) | 38 | EACH | 50.00 | 1,900.00 | 75.00 | 2,850.00 | 50.00 | 1,900.00 | 50.00 | 1,900.00 |
| 0038 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 3,905 | SQYD | 1.20 | 4,686.00 | 1.20 | 4,686.00 | 1.25 | 4,881.25 | 1.10 | 4,295.50 |
| 0039 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 18,000.00 | 18,000.00 | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 | 50,000.00 | 50,000.00 |
| 0040 | 725-01-00100 | Temporary Detour Roads | 10,102 | SQYD | 45.00 | 454,590.00 | 85.00 | 858,670.00 | 85.00 | 858,670.00 | 92.00 | 929,384.00 |
| 0041 | 725-02-00100 | Temporary Detour Bridging | 420 | LNFT | 1,200.00 | 504,000.00 | 2,200.00 | 924,000.00 | 2,750.00 | 1,155,000.00 | 4,365.00 | 1,833,300.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 650,000.00 | 650,000.00 | 650,000.00 | 650,000.00 | 450,000.00 | 450,000.00 | 400,000.00 | 400,000.00 |
| 0043 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 6 | SQFT | 75.00 | 450.00 | 78.00 | 468.00 | 80.00 | 480.00 | 120.00 | 720.00 |
| 0044 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 80.00 | 960.00 | 78.00 | 936.00 | 80.00 | 960.00 | 840.00 | 10,080.00 |
| 0045 | 729-21-00100 | U-Channel Post | 2 | EACH | 150.00 | 300.00 | 100.00 | 200.00 | 150.00 | 300.00 | 220.00 | 440.00 |
| 0046 | 731-02-00100 | Reflectorized Raised Pavement Markers | 96 | EACH | 10.00 | 960.00 | 10.50 | 1,008.00 | 9.00 | 864.00 | 336.00 | 32,256.00 |
| 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.64 | MILE | 2,800.00 | 4,592.00 | 2,950.00 | 4,838.00 | 2,900.00 | 4,756.00 | 3,500.00 | 5,740.00 |
| 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.606 | MILE | 1,000.00 | 606.00 | 1,050.00 | 636.30 | 1,000.00 | 606.00 | 1,500.00 | 909.00 |
| 0049 | 732-05-00100 | Removal of Existing Markings | 0.06 | MILE | 4,000.00 | 240.00 | 5,000.00 | 300.00 | 4,400.00 | 264.00 | 6,000.00 | 360.00 |
| 0050 | 739-01-00100 | Hydro-Seeding | 2.5 | ACRE | 2,000.00 | 5,000.00 | 1,150.00 | 2,875.00 | 1,100.00 | 2,750.00 | 1,075.00 | 2,687.50 |
| 0051 | 740-01-00100 | Construction Layout | 1 | LUMP | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 75,000.00 | 75,000.00 |
| 0052 | 804-01-00300 | Precast Concrete Piles (16") | 1,400 | LNFT | 72.00 | 100,800.00 | 77.50 | 108,500.00 | 100.00 | 140,000.00 | 60.00 | 84,000.00 |
| 0053 | 804-01-00600 | Precast Concrete Piles (24") | 4,512 | LNFT | 110.00 | 496,320.00 | 100.00 | 451,200.00 | 150.00 | 676,800.00 | 155.00 | 699,360.00 |
| 0054 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 16,000.00 | 16,000.00 | 24,000.00 | 24,000.00 | 26,000.00 | 26,000.00 | 25,000.00 | 25,000.00 |
| 0055 | 804-05-00600 | Precast Concrete Test Piles (24") | 2 | EACH | 25,000.00 | 50,000.00 | 28,500.00 | 57,000.00 | 28,000.00 | 56,000.00 | 30,000.00 | 60,000.00 |
| 0056 | 804-09-00100 | Loading Test Piles | 3 | EACH | 25,000.00 | 75,000.00 | 35,000.00 | 105,000.00 | 5,000.00 | 15,000.00 | 32,500.00 | 97,500.00 |
| 0057 | 804-10-00100 | Reloading Test Piles | 3 | EACH | 200.00 | 600.00 | 100.00 | 300.00 | 250.00 | 750.00 | 32,500.00 | 97,500.00 |
| 0058 | 804-11-00100 | Redriving Test Piles | 3 | EACH | 200.00 | 600.00 | 500.00 | 1,500.00 | 250.00 | 750.00 | 4,500.00 | 13,500.00 |
| 0059 | 804-17-00100 | Dynamic Monitoring | 21 | EACH | 1,200.00 | 25,200.00 | 1,250.00 | 26,250.00 | 5,000.00 | 105,000.00 | 3,000.00 | 63,000.00 |
| 0060 | 805-01-00700 | Class A Concrete (Bents) | 231.4 | CUYD | 980.00 | 226,772.00 | 1,000.00 | 231,400.00 | 1,300.00 | 300,820.00 | 800.00 | 185,120.00 |
| 0061 | 805-03-00100 | Class AA Concrete | 671.04 | CUYD | 680.00 | 456,307.20 | 850.00 | 570,384.00 | 950.00 | 637,488.00 | 785.00 | 526,766.40 |
| 0062 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 3,476 | LNFT | 68.00 | 236,368.00 | 68.90 | 239,496.40 | 75.00 | 260,700.00 | 95.00 | 330,220.00 |
| 0063 | 805-11-00100 | Strip Seal Joints | 240 | LNFT | 180.00 | 43,200.00 | 250.00 | 60,000.00 | 200.00 | 48,000.00 | 235.00 | 56,400.00 |
| 0064 | 806-01-00100 | Deformed Reinforcing Steel | 222,185 | LB | 1.00 | 222,185.00 | 0.88 | 195,522.80 | 0.80 | 177,748.00 | 1.15 | 255,512.75 |
| 0065 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 9,000.00 | 9,000.00 | 10,000.00 | 10,000.00 | 25,000.00 | 25,000.00 | 17,500.00 | 17,500.00 |
| 0066 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 1,120 | LNFT | 60.00 | 67,200.00 | 62.00 | 69,440.00 | 65.00 | 72,800.00 | 65.00 | 72,800.00 |
| 0067 | 813-01-00100 | Concrete Approach Slabs | 1,092.2 | SQYD | 200.00 | 218,440.00 | 200.00 | 218,440.00 | 200.00 | 218,440.00 | 210.00 | 229,362.00 |
| 0068 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 176 | INLF | 3.00 | 528.00 | 5.00 | 880.00 | 3.00 | 528.00 | 50.00 | 8,800.00 |
| 0069 | NS-700-00180 | Impact Attenuator (Construction Zone) | 4 | EACH | 2,000.00 | 8,000.00 | 7,500.00 | 30,000.00 | 11,000.00 | 44,000.00 | 9,800.00 | 39,200.00 |
| CONTRACTOR TOTAL | 6,581,963.60 | 6,723,517.32 | 7,076,580.55 | 7,695,249.60 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 9 - Boh Bros. Construction Co., LLC. |
|
| Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 75,000.00 | 75,000.00 |
| 0002 | 202-02-04000 | Removal of Bridge 97'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 40,000.00 | 40,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge 154'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 55,000.00 | 55,000.00 |
| 0004 | 202-02-04000 | Removal of Bridge 192'x25' TIMBER TRESTLE W/ I-BEAM STRINGERS AND CONCRETE DECK | 1 | EACH | 75,000.00 | 75,000.00 |
| 0005 | 202-02-12000 | Removal of Fence | 750 | LNFT | 5.60 | 4,200.00 |
| 0006 | 202-02-38500 | Removal of Surfacing and Stablized Base | 5,921.2 | SQYD | 5.60 | 33,158.72 |
| 0007 | 203-01-00100 | General Excavation | 473 | CUYD | 6.20 | 2,932.60 |
| 0008 | 203-02-00100 | Drainage Excavation | 5,784 | CUYD | 9.00 | 52,056.00 |
| 0009 | 203-03-00100 | Embankment | 10,283 | CUYD | 24.00 | 246,792.00 |
| 0010 | 204-02-00100 | Temporary Hay or Straw Bales | 300 | EACH | 12.50 | 3,750.00 |
| 0011 | 204-03-00100 | Temporary Slope Drains | 750 | LNFT | 16.80 | 12,600.00 |
| 0012 | 204-04-00100 | Temporary Sediment Basins | 4 | EACH | 220.00 | 880.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 26 | EACH | 187.00 | 4,862.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 6,151 | LNFT | 2.40 | 14,762.40 |
| 0015 | 302-02-04121 | Class II Base Course (8 1/2" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 9,300 | SQYD | 24.10 | 224,130.00 |
| 0016 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 9,300 | SQYD | 9.60 | 89,280.00 |
| 0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 377 | CUYD | 86.00 | 32,422.00 |
| 0018 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 500 | CUYD | 82.00 | 41,000.00 |
| 0019 | 502-01-00100 | Superpave Asphaltic Concrete | 2,032.6 | TON | 106.40 | 216,268.64 |
| 0020 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 482.5 | TON | 134.40 | 64,848.00 |
| 0021 | 509-01-00100 | Cold Planing Asphaltic Pavement | 746 | SQYD | 13.45 | 10,033.70 |
| 0022 | 704-03-00100 | Blocked Out Guard Rail | 1,067.2 | LNFT | 23.20 | 24,759.04 |
| 0023 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 300 | LNFT | 60.50 | 18,150.00 |
| 0024 | 704-11-00100 | Guard Rail End Treatment (Flared) | 8 | EACH | 2,300.00 | 18,400.00 |
| 0025 | 705-01-00100 | Barbed Wire Fence | 750 | LNFT | 10.70 | 8,025.00 |
| 0026 | 705-04-00100 | Single Swinging Driveway Gates | 2 | EACH | 1,120.00 | 2,240.00 |
| 0027 | 705-05-00100 | Double Swinging Driveway Gates | 1 | DBGT | 2,240.00 | 2,240.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 12 | EACH | 336.00 | 4,032.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 12 | EACH | 112.00 | 1,344.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 5,335 | SQYD | 36.00 | 192,060.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 35,000.00 | 35,000.00 |
| 0032 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | 0.106 | MILE | 1,120.00 | 118.72 |
| 0033 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 0.212 | MILE | 1,120.00 | 237.44 |
| 0034 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 16 | EACH | 9.00 | 144.00 |
| 0035 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (LIQUIDAMBAR STRACIFLUA, 'SWEETGUM', 3'-4' MIN. HT., 1'-2' SPREAD) | 28 | EACH | 112.00 | 3,136.00 |
| 0036 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (QUERCUS NIGRA, 'WATER OAK', 3'-4' MIN. HT., 1'-2' SPREAD) | 29 | EACH | 112.00 | 3,248.00 |
| 0037 | 719-01-06060 | Plants (Plant) (Container) (3 gallon) (PINUS TAEDA, 'LOBLOLLY PINE', 3'-4' MIN. HT.) | 38 | EACH | 112.00 | 4,256.00 |
| 0038 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 3,905 | SQYD | 0.90 | 3,514.50 |
| 0039 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 16,500.00 | 16,500.00 |
| 0040 | 725-01-00100 | Temporary Detour Roads | 10,102 | SQYD | 110.55 | 1,116,776.10 |
| 0041 | 725-02-00100 | Temporary Detour Bridging | 420 | LNFT | 4,500.00 | 1,890,000.00 |
| 0042 | 727-01-00100 | Mobilization | 1 | LUMP | 773,000.00 | 773,000.00 |
| 0043 | 729-01-00102 | Sign (Type A)(Furnish and Install) | 6 | SQFT | 86.00 | 516.00 |
| 0044 | 729-16-00300 | Object Marker Assembly (Type 3) | 12 | EACH | 90.00 | 1,080.00 |
| 0045 | 729-21-00100 | U-Channel Post | 2 | EACH | 168.00 | 336.00 |
| 0046 | 731-02-00100 | Reflectorized Raised Pavement Markers | 96 | EACH | 11.20 | 1,075.20 |
| 0047 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.64 | MILE | 3,150.00 | 5,166.00 |
| 0048 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.606 | MILE | 1,130.00 | 684.78 |
| 0049 | 732-05-00100 | Removal of Existing Markings | 0.06 | MILE | 4,485.00 | 269.10 |
| 0050 | 739-01-00100 | Hydro-Seeding | 2.5 | ACRE | 1,905.00 | 4,762.50 |
| 0051 | 740-01-00100 | Construction Layout | 1 | LUMP | 230,000.00 | 230,000.00 |
| 0052 | 804-01-00300 | Precast Concrete Piles (16") | 1,400 | LNFT | 79.00 | 110,600.00 |
| 0053 | 804-01-00600 | Precast Concrete Piles (24") | 4,512 | LNFT | 114.00 | 514,368.00 |
| 0054 | 804-05-00300 | Precast Concrete Test Piles (16") | 1 | EACH | 7,000.00 | 7,000.00 |
| 0055 | 804-05-00600 | Precast Concrete Test Piles (24") | 2 | EACH | 11,400.00 | 22,800.00 |
| 0056 | 804-09-00100 | Loading Test Piles | 3 | EACH | 72,000.00 | 216,000.00 |
| 0057 | 804-10-00100 | Reloading Test Piles | 3 | EACH | 500.00 | 1,500.00 |
| 0058 | 804-11-00100 | Redriving Test Piles | 3 | EACH | 1,000.00 | 3,000.00 |
| 0059 | 804-17-00100 | Dynamic Monitoring | 21 | EACH | 5,000.00 | 105,000.00 |
| 0060 | 805-01-00700 | Class A Concrete (Bents) | 231.4 | CUYD | 850.00 | 196,690.00 |
| 0061 | 805-03-00100 | Class AA Concrete | 671.04 | CUYD | 600.00 | 402,624.00 |
| 0062 | 805-08-00800 | Precast-Prestressed Concrete Girder (Type Quad Beam) | 3,476 | LNFT | 81.00 | 281,556.00 |
| 0063 | 805-11-00100 | Strip Seal Joints | 240 | LNFT | 210.00 | 50,400.00 |
| 0064 | 806-01-00100 | Deformed Reinforcing Steel | 222,185 | LB | 1.00 | 222,185.00 |
| 0065 | 807-08-00100 | Structural Metalwork | 1 | LUMP | 20,000.00 | 20,000.00 |
| 0066 | 810-01-00200 | Concrete Railing (Slotted Barrier) | 1,120 | LNFT | 57.00 | 63,840.00 |
| 0067 | 813-01-00100 | Concrete Approach Slabs | 1,092.2 | SQYD | 180.00 | 196,596.00 |
| 0068 | NS-500-00340 | Saw Cutting Asphaltic Concrete Pavement | 176 | INLF | 5.00 | 880.00 |
| 0069 | NS-700-00180 | Impact Attenuator (Construction Zone) | 4 | EACH | 9,500.00 | 38,000.00 |
| CONTRACTOR TOTAL | 8,113,085.44 | |||||