Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
TL Hawk, LLC | - 2 -
Boh Bros. Construction Co., LLC. | - 3 -
James Construction Group LLC | - 4 -
JB JAMES CONSTRUCTION LLC |
| Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount |
| 0001 | 201-01-00100 | Clearing and Grubbing | 6 | LUMP | 54,000.00 | 54,000.00 | 70,000.00 | 70,000.00 | 400,000.00 | 400,000.00 | 1,500,000.00 | 1,500,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 9,550.00 | 9,550.00 | 5,000.00 | 5,000.00 | 36,000.00 | 36,000.00 | 24,000.00 | 24,000.00 |
| 0003 | 202-02-02020 | Removal of Asphalt Pavement | 2,640.5 | SQYD | 8.00 | 21,124.00 | 3.00 | 7,921.50 | 9.00 | 23,764.50 | 6.00 | 15,843.00 |
| 0004 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | 2,421.7 | SQYD | 8.00 | 19,373.60 | 5.00 | 12,108.50 | 15.00 | 36,325.50 | 7.00 | 16,951.90 |
| 0005 | 202-02-04501 | Removal of Bridge STA 111+18, 24'X349' STEEL I-BEAM (ROLLED) - REMOVABLE SPAN BRIDGE | 1 | LUMP | 505,000.00 | 505,000.00 | 350,000.00 | 350,000.00 | 280,000.00 | 280,000.00 | 2,200,000.00 | 2,200,000.00 |
| 0006 | 202-02-14500 | Removal of Guard Rail | 952 | LNFT | 6.00 | 5,712.00 | 8.00 | 7,616.00 | 10.00 | 9,520.00 | 6.00 | 5,712.00 |
| 0007 | 203-01-00100 | General Excavation | 386 | CUYD | 20.00 | 7,720.00 | 15.00 | 5,790.00 | 50.00 | 19,300.00 | 50.00 | 19,300.00 |
| 0008 | 203-02-00100 | Drainage Excavation | 630 | CUYD | 20.00 | 12,600.00 | 15.00 | 9,450.00 | 35.00 | 22,050.00 | 20.00 | 12,600.00 |
| 0009 | 203-03-00100 | Embankment | 3,290 | CUYD | 40.00 | 131,600.00 | 35.00 | 115,150.00 | 30.00 | 98,700.00 | 42.00 | 138,180.00 |
| 0010 | 203-04-00200 | Nonplastic Embankment (Sand) | 6,382 | CUYD | 38.00 | 242,516.00 | 30.00 | 191,460.00 | 40.00 | 255,280.00 | 27.00 | 172,314.00 |
| 0011 | 203-08-00220 | Geotextile Fabric (High Strength) (Type 3) | 21,627 | SQYD | 11.00 | 237,897.00 | 12.00 | 259,524.00 | 15.00 | 324,405.00 | 8.50 | 183,829.50 |
| 0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 7 | EACH | 255.00 | 1,785.00 | 155.00 | 1,085.00 | 300.00 | 2,100.00 | 150.00 | 1,050.00 |
| 0013 | 204-06-00100 | Temporary Silt Fencing | 4,330 | LNFT | 2.75 | 11,907.50 | 2.00 | 8,660.00 | 3.00 | 12,990.00 | 2.50 | 10,825.00 |
| 0014 | 302-02-12070 | Class II Base Course (12" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 2,760.9 | SQYD | 35.00 | 96,631.50 | 25.00 | 69,022.50 | 40.00 | 110,436.00 | 40.00 | 110,436.00 |
| 0015 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 415 | CUYD | 95.00 | 39,425.00 | 65.00 | 26,975.00 | 100.00 | 41,500.00 | 75.00 | 31,125.00 |
| 0016 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | 400 | SQYD | 200.00 | 80,000.00 | 35.00 | 14,000.00 | 80.00 | 32,000.00 | 20.00 | 8,000.00 |
| 0017 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 350 | CUYD | 15.00 | 5,250.00 | 50.00 | 17,500.00 | 115.00 | 40,250.00 | 100.00 | 35,000.00 |
| 0018 | 502-01-00100 | Asphalt Concrete | 2,016.2 | TON | 115.73 | 233,334.83 | 130.00 | 262,106.00 | 125.00 | 252,025.00 | 115.00 | 231,863.00 |
| 0019 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 121.3 | TON | 143.75 | 17,436.88 | 145.00 | 17,588.50 | 225.00 | 27,292.50 | 185.00 | 22,440.50 |
| 0020 | 509-01-00100 | Milling Asphalt Pavement | 1,066 | SQYD | 10.00 | 10,660.00 | 10.00 | 10,660.00 | 8.00 | 8,528.00 | 5.50 | 5,863.00 |
| 0021 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -59 | CUYD | 0.01 | -0.59 | 1.00 | -59.00 | 0.01 | -0.59 | 0.01 | -0.59 |
| 0022 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) | 102 | SQYD | 143.53 | 14,640.06 | 150.00 | 15,300.00 | 150.00 | 15,300.00 | 110.00 | 11,220.00 |
| 0023 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) CMP Not Allowed | 60 | LNFT | 75.00 | 4,500.00 | 150.00 | 9,000.00 | 75.00 | 4,500.00 | 90.00 | 5,400.00 |
| 0024 | 702-08-00100 | Side Drain Safety End (Type 1) | 1 | EACH | 2,500.00 | 2,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,500.00 | 3,000.00 | 3,000.00 |
| 0025 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 275 | LNFT | 20.00 | 5,500.00 | 22.00 | 6,050.00 | 26.00 | 7,150.00 | 20.00 | 5,500.00 |
| 0026 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | 115.00 | 11,500.00 | 85.00 | 8,500.00 | 90.00 | 9,000.00 |
| 0027 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 2,600.00 | 10,400.00 | 3,200.00 | 12,800.00 | 3,500.00 | 14,000.00 | 3,200.00 | 12,800.00 |
| 0028 | 708-01-00100 | Right-of-Way Monument | 7 | EACH | 410.00 | 2,870.00 | 1.00 | 7.00 | 275.00 | 1,925.00 | 280.00 | 1,960.00 |
| 0029 | 708-02-00100 | Right-of-Way Monument Witness Post | 7 | EACH | 160.00 | 1,120.00 | 600.00 | 4,200.00 | 275.00 | 1,925.00 | 280.00 | 1,960.00 |
| 0030 | 712-04-00100 | Flexible Revetment | 525 | SQYD | 80.00 | 42,000.00 | 100.00 | 52,500.00 | 140.00 | 73,500.00 | 70.00 | 36,750.00 |
| 0031 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 15,000.00 | 15,000.00 | 135,000.00 | 135,000.00 | 35,000.00 | 35,000.00 | 100,000.00 | 100,000.00 |
| 0032 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 5.301 | MILE | 6,985.47 | 37,029.98 | 8,000.00 | 42,408.00 | 8,750.00 | 46,383.75 | 8,500.00 | 45,058.50 |
| 0033 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 351 | EACH | 4.50 | 1,579.50 | 5.00 | 1,755.00 | 6.50 | 2,281.50 | 6.50 | 2,281.50 |
| 0034 | 713-11-00100 | Portable Changeable Message Signs | 2 | EACH | 13,100.00 | 26,200.00 | 15,000.00 | 30,000.00 | 18,500.00 | 37,000.00 | 18,000.00 | 36,000.00 |
| 0035 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 39,000.00 | 39,000.00 | 20,000.00 | 20,000.00 | 35,000.00 | 35,000.00 | 55,000.00 | 55,000.00 |
| 0036 | 724-01-00100 | Rumble Strips (Centerline) | 0.268 | MILE | 310.45 | 83.20 | 4,500.00 | 1,206.00 | 300.00 | 80.40 | 320.00 | 85.76 |
| 0037 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.537 | MILE | 315.83 | 169.60 | 4,500.00 | 2,416.50 | 300.00 | 161.10 | 320.00 | 171.84 |
| 0038 | 725-01-00100 | Temporary Detour Roads | 3,973.5 | SQYD | 124.00 | 492,714.00 | 130.00 | 516,555.00 | 170.00 | 675,495.00 | 135.00 | 536,422.50 |
| 0039 | 727-01-00100 | Mobilization | 1 | LUMP | 1,150,000.00 | 1,150,000.00 | 1,500,000.00 | 1,500,000.00 | 1,543,800.00 | 1,543,800.00 | 1,350,000.00 | 1,350,000.00 |
| 0040 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 90.00 | 360.00 | 50.00 | 200.00 | 80.00 | 320.00 |
| 0041 | 731-02-00100 | Reflectorized Raised Pavement Markers | 102 | EACH | 5.50 | 561.00 | 6.50 | 663.00 | 6.00 | 612.00 | 6.50 | 663.00 |
| 0042 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.654 | MILE | 2,910.52 | 4,814.00 | 3,300.00 | 5,458.20 | 3,500.00 | 5,789.00 | 3,500.00 | 5,789.00 |
| 0043 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.114 | MILE | 1,061.40 | 121.00 | 1,200.00 | 136.80 | 1,500.00 | 171.00 | 1,575.00 | 179.55 |
| 0044 | 732-05-00100 | Removal of Existing Markings | 0.5 | MILE | 4,900.00 | 2,450.00 | 5,500.00 | 2,750.00 | 5,000.00 | 2,500.00 | 5,000.00 | 2,500.00 |
| 0045 | 739-01-00100 | Hydro-Seeding | 3.3 | ACRE | 1,741.63 | 5,747.38 | 2,000.00 | 6,600.00 | 1,700.00 | 5,610.00 | 2,500.00 | 8,250.00 |
| 0046 | 740-01-00100 | Construction Layout | 1 | LUMP | 150,000.00 | 150,000.00 | 325,000.00 | 325,000.00 | 165,000.00 | 165,000.00 | 110,000.00 | 110,000.00 |
| 0047 | 804-01-00600 | Precast Concrete Piles (24") | 5,480 | LNFT | 110.00 | 602,800.00 | 135.00 | 739,800.00 | 125.00 | 685,000.00 | 140.00 | 767,200.00 |
| 0048 | 804-01-00700 | Precast Concrete Piles (30") | 5,920 | LNFT | 190.00 | 1,124,800.00 | 224.00 | 1,326,080.00 | 233.00 | 1,379,360.00 | 195.00 | 1,154,400.00 |
| 0049 | 804-05-00600 | Precast Concrete Test Piles (24") | 2 | EACH | 40,000.00 | 80,000.00 | 51,800.00 | 103,600.00 | 42,000.00 | 84,000.00 | 40,000.00 | 80,000.00 |
| 0050 | 804-05-00700 | Precast Concrete Test Piles (30") | 1 | EACH | 50,000.00 | 50,000.00 | 60,500.00 | 60,500.00 | 52,000.00 | 52,000.00 | 50,000.00 | 50,000.00 |
| 0051 | 804-14-00100 | Dynamic Monitoring Assistance | 21 | EACH | 1,500.00 | 31,500.00 | 2,520.00 | 52,920.00 | 2,500.00 | 52,500.00 | 2,000.00 | 42,000.00 |
| 0052 | 805-01-00100 | Class A1 Concrete (Slab Span) | 554.72 | CUYD | 675.00 | 374,436.00 | 900.00 | 499,248.00 | 1,200.00 | 665,664.00 | 775.00 | 429,908.00 |
| 0053 | 805-01-00200 | Class A1 Concrete (Deck) | 678.58 | CUYD | 650.00 | 441,077.00 | 900.00 | 610,722.00 | 800.00 | 542,864.00 | 1,000.00 | 678,580.00 |
| 0054 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 378.65 | CUYD | 825.00 | 312,386.25 | 1,500.00 | 567,975.00 | 1,350.00 | 511,177.50 | 1,600.00 | 605,840.00 |
| 0055 | 805-08-01200 | Precast-Prestressed Concrete Girder (Type LG-36) | 2,753 | LNFT | 300.00 | 825,900.00 | 320.00 | 880,960.00 | 350.00 | 963,550.00 | 315.00 | 867,195.00 |
| 0056 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 11,084 | SQFT | 1.25 | 13,855.00 | 1.00 | 11,084.00 | 2.00 | 22,168.00 | 1.00 | 11,084.00 |
| 0057 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 11,084 | SQFT | 1.15 | 12,746.60 | 0.75 | 8,313.00 | 1.00 | 11,084.00 | 1.00 | 11,084.00 |
| 0058 | 806-01-00100 | Deformed Reinforcing Steel | 330,404 | LB | 1.15 | 379,964.60 | 1.10 | 363,444.40 | 1.00 | 330,404.00 | 1.25 | 413,005.00 |
| 0059 | 807-04-00100 | Structural Metalwork (Threaded Rods in Diaphragms) | 390 | LUMP | 3,000.00 | 3,000.00 | 3,500.00 | 3,500.00 | 7,000.00 | 7,000.00 | 15,000.00 | 15,000.00 |
| 0060 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 1,670 | LNFT | 98.00 | 163,660.00 | 125.00 | 208,750.00 | 65.00 | 108,550.00 | 100.00 | 167,000.00 |
| 0061 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 62.00 | 198,400.00 | 70.00 | 224,000.00 | 80.00 | 256,000.00 | 60.00 | 192,000.00 |
| 0062 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 420 | SFIN | 70.00 | 29,400.00 | 60.00 | 25,200.00 | 100.00 | 42,000.00 | 95.00 | 39,900.00 |
| 0063 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 300 | SFIN | 70.00 | 21,000.00 | 130.00 | 39,000.00 | 100.00 | 30,000.00 | 85.00 | 25,500.00 |
| 0064 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | 425 | LNFT | 285.00 | 121,125.00 | 300.00 | 127,500.00 | 350.00 | 148,750.00 | 500.00 | 212,500.00 |
| 0065 | 815-03-00300 | Joint Seal (Poured) | 595 | LNFT | 20.00 | 11,900.00 | 10.00 | 5,950.00 | 10.00 | 5,950.00 | 10.00 | 5,950.00 |
| 0066 | 816-02-00100 | Bridge End Drain System (Open Drain) | 4 | EACH | 5,500.00 | 22,000.00 | 20,000.00 | 80,000.00 | 10,000.00 | 40,000.00 | 10,000.00 | 40,000.00 |
| 0067 | 817-01-00200 | Temporary Detour Bridge (Steel Truss) | 19,672 | SQFT | 155.00 | 3,049,160.00 | 193.00 | 3,796,696.00 | 240.00 | 4,721,280.00 | 170.00 | 3,344,240.00 |
| 0068 | NS-300-00060 | Geogrid | 5,342 | SQYD | 1.75 | 9,348.50 | 0.90 | 4,807.80 | 3.00 | 16,026.00 | 2.25 | 12,019.50 |
| 0069 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 240 | LNFT | 10.00 | 2,400.00 | 20.00 | 4,800.00 | 20.00 | 4,800.00 | 20.00 | 4,800.00 |
| 0070 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 400 | LNFT | 3.00 | 1,200.00 | 3.75 | 1,500.00 | 3.00 | 1,200.00 | 3.75 | 1,500.00 |
| 0071 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 17,914 | INLF | 2.00 | 35,828.00 | 0.60 | 10,748.40 | 1.00 | 17,914.00 | 0.60 | 10,748.40 |
| 0072 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 2 | EACH | 5,509.00 | 11,018.00 | 8,000.00 | 16,000.00 | 10,500.00 | 21,000.00 | 7,500.00 | 15,000.00 |
| | | | | | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 11,690,767.39 | | 13,939,822.10 | | 15,438,091.16 | | 16,282,097.86 |