Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
Brown Industrial Construction, LLC | - 2 -
JB JAMES CONSTRUCTION LLC | - 3 -
GILCHRIST CONSTRUCTION COMPANY, LLC | - 4 -
James Construction Group 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 | 950,000.00 | 950,000.00 | 2,000,000.00 | 2,000,000.00 | 750,000.00 | 750,000.00 | 750,000.00 | 750,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 160,000.00 | 160,000.00 | 54,000.00 | 54,000.00 | 100,000.00 | 100,000.00 | 263,800.00 | 263,800.00 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | 90 | SQYD | 9.70 | 873.00 | 70.00 | 6,300.00 | 90.00 | 8,100.00 | 120.00 | 10,800.00 |
| 0004 | 202-02-02020 | Removal of Asphalt Pavement | 20,955.5 | SQYD | 6.20 | 129,924.10 | 6.00 | 125,733.00 | 5.00 | 104,777.50 | 5.00 | 104,777.50 |
| 0005 | 202-02-03010 | Removal of Base – Recycled PCC or Stone | 22,175.2 | SQYD | 4.40 | 97,570.88 | 4.00 | 88,700.80 | 6.00 | 133,051.20 | 5.00 | 110,876.00 |
| 0006 | 202-02-05000 | Removal of Building (Sta. 209+28, Rt., One Story House) | 1 | EACH | 48,000.00 | 48,000.00 | 300,000.00 | 300,000.00 | 100,000.00 | 100,000.00 | 45,000.00 | 45,000.00 |
| 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 196 | SQYD | 10.70 | 2,097.20 | 15.00 | 2,940.00 | 35.00 | 6,860.00 | 60.00 | 11,760.00 |
| 0008 | 202-02-12000 | Removal of Fence | 4,647 | LNFT | 6.60 | 30,670.20 | 3.00 | 13,941.00 | 6.00 | 27,882.00 | 11.00 | 51,117.00 |
| 0009 | 203-01-00100 | General Excavation | 606,513 | CUYD | 6.00 | 3,639,078.00 | 6.00 | 3,639,078.00 | 6.25 | 3,790,706.25 | 9.00 | 5,458,617.00 |
| 0010 | 203-03-00100 | Embankment | 43,155 | CUYD | 6.35 | 274,034.25 | 9.00 | 388,395.00 | 6.50 | 280,507.50 | 25.00 | 1,078,875.00 |
| 0011 | 203-04-00100 | Nonplastic Embankment | 40 | CUYD | 168.00 | 6,720.00 | 250.00 | 10,000.00 | 280.00 | 11,200.00 | 600.00 | 24,000.00 |
| 0012 | 204-02-00100 | Temporary Hay Bales | 35 | EACH | 35.00 | 1,225.00 | 26.00 | 910.00 | 18.00 | 630.00 | 76.00 | 2,660.00 |
| 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 21 | EACH | 200.00 | 4,200.00 | 150.00 | 3,150.00 | 160.00 | 3,360.00 | 225.00 | 4,725.00 |
| 0014 | 204-06-00100 | Temporary Silt Fencing | 11,258 | LNFT | 2.00 | 22,516.00 | 3.00 | 33,774.00 | 3.00 | 33,774.00 | 6.00 | 67,548.00 |
| 0015 | 302-02-04070 | Class II Base Course (4" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 63 | SQYD | 56.56 | 3,563.28 | 50.00 | 3,150.00 | 130.00 | 8,190.00 | 400.00 | 25,200.00 |
| 0016 | 302-02-08560 | Class II Base Course (8-1/2" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | 11,008.1 | SQYD | 29.00 | 319,234.90 | 24.00 | 264,194.40 | 32.50 | 357,763.25 | 35.00 | 385,283.50 |
| 0017 | 304-01-00100 | Lime | 145.3 | TON | 253.00 | 36,760.90 | 200.00 | 29,060.00 | 260.00 | 37,778.00 | 275.00 | 39,957.50 |
| 0018 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 9,418 | SQYD | 3.15 | 29,666.70 | 3.00 | 28,254.00 | 5.00 | 47,090.00 | 5.00 | 47,090.00 |
| 0019 | 401-01-00100 | Aggregate Surface Course (Net Section) | 77.4 | CUYD | 159.00 | 12,306.60 | 150.00 | 11,610.00 | 110.00 | 8,514.00 | 400.00 | 30,960.00 |
| 0020 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 200 | CUYD | 132.00 | 26,400.00 | 120.00 | 24,000.00 | 65.00 | 13,000.00 | 300.00 | 60,000.00 |
| 0021 | 502-01-00100 | Asphalt Concrete | 2,787.8 | TON | 120.00 | 334,536.00 | 116.00 | 323,384.80 | 200.00 | 557,560.00 | 211.40 | 589,340.92 |
| 0022 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 122 | TON | 220.00 | 26,840.00 | 216.00 | 26,352.00 | 200.00 | 24,400.00 | 317.10 | 38,686.20 |
| 0023 | 509-01-00100 | Milling Asphalt Pavement | 4,767 | SQYD | 5.50 | 26,218.50 | 5.00 | 23,835.00 | 5.00 | 23,835.00 | 5.29 | 25,217.43 |
| 0024 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -397 | CUYD | 0.01 | -3.97 | 0.01 | -3.97 | 1.00 | -397.00 | 2.00 | -794.00 |
| 0025 | 510-05-00100 | Pavement Widening | 159.5 | TON | 200.00 | 31,900.00 | 185.00 | 29,507.50 | 250.00 | 39,875.00 | 317.10 | 50,577.45 |
| 0026 | 701-01-01120 | Cross Drain Pipe (60" RCP) | 588 | LNFT | 290.00 | 170,520.00 | 480.00 | 282,240.00 | 300.00 | 176,400.00 | 298.00 | 175,224.00 |
| 0027 | 701-01-02003 | Cross Drain Pipe (24" RCP/RPVCP or 30" CMP) | 84 | LNFT | 150.00 | 12,600.00 | 250.00 | 21,000.00 | 160.00 | 13,440.00 | 153.00 | 12,852.00 |
| 0028 | 701-01-02006 | Cross Drain Pipe (24" RCP/RPVCP/CMP) | 66 | LNFT | 115.00 | 7,590.00 | 220.00 | 14,520.00 | 115.00 | 7,590.00 | 116.00 | 7,656.00 |
| 0029 | 701-01-02200 | Cross Drain Pipe (54" RCP or 60" CMP) | 308 | LNFT | 400.00 | 123,200.00 | 400.00 | 123,200.00 | 425.00 | 130,900.00 | 397.00 | 122,276.00 |
| 0030 | 701-02-01080 | Cross Drain Pipe Arch (48" Equiv. RCPA) | 74 | LNFT | 240.00 | 17,760.00 | 410.00 | 30,340.00 | 250.00 | 18,500.00 | 245.00 | 18,130.00 |
| 0031 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | 32 | LNFT | 210.00 | 6,720.00 | 320.00 | 10,240.00 | 210.00 | 6,720.00 | 213.00 | 6,816.00 |
| 0032 | 701-03-01102 | Storm Drain Pipe (48" RCP/RPVCP) | 36 | LNFT | 210.00 | 7,560.00 | 360.00 | 12,960.00 | 225.00 | 8,100.00 | 211.40 | 7,610.40 |
| 0033 | 701-05-01122 | Side Drain Pipe (42" RCP/RPVCP/CMP) | 176 | LNFT | 165.00 | 29,040.00 | 270.00 | 47,520.00 | 165.00 | 29,040.00 | 162.00 | 28,512.00 |
| 0034 | 701-05-01142 | Side Drain Pipe (48" RCP/RPVCP/CMP) | 140 | LNFT | 210.00 | 29,400.00 | 280.00 | 39,200.00 | 220.00 | 30,800.00 | 211.40 | 29,596.00 |
| 0036 | 701-10-01140 | Reinforced Concrete Pipe (Extension) (48") | 32 | LNFT | 210.00 | 6,720.00 | 470.00 | 15,040.00 | 220.00 | 7,040.00 | 211.40 | 6,764.80 |
| 0037 | 702-02-00900 | Manholes (MH-14X Open) | 1 | EACH | 40,000.00 | 40,000.00 | 15,000.00 | 15,000.00 | 42,000.00 | 42,000.00 | 40,588.80 | 40,588.80 |
| 0039 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 587.5 | LNFT | 32.00 | 18,800.00 | 36.00 | 21,150.00 | 39.00 | 22,912.50 | 39.00 | 22,912.50 |
| 0040 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 115.00 | 11,500.00 | 107.00 | 10,700.00 | 110.00 | 11,000.00 | 115.00 | 11,500.00 |
| 0041 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 4 | EACH | 2,950.00 | 11,800.00 | 3,000.00 | 12,000.00 | 3,200.00 | 12,800.00 | 3,241.00 | 12,964.00 |
| 0042 | 705-01-00100 | Barbed Wire Fence | 941 | LNFT | 10.00 | 9,410.00 | 14.00 | 13,174.00 | 16.00 | 15,056.00 | 11.00 | 10,351.00 |
| 0043 | 706-02-00200 | Concrete Drive (6" Thick) | 208.4 | SQYD | 100.00 | 20,840.00 | 80.00 | 16,672.00 | 125.00 | 26,050.00 | 211.00 | 43,972.40 |
| 0044 | 708-01-00100 | Right-of-Way Monument | 9 | EACH | 400.00 | 3,600.00 | 400.00 | 3,600.00 | 385.00 | 3,465.00 | 317.10 | 2,853.90 |
| 0045 | 708-02-00100 | Right-of-Way Monument Witness Post | 9 | EACH | 400.00 | 3,600.00 | 400.00 | 3,600.00 | 385.00 | 3,465.00 | 317.10 | 2,853.90 |
| 0046 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 200 | SQYD | 70.00 | 14,000.00 | 100.00 | 20,000.00 | 70.00 | 14,000.00 | 70.00 | 14,000.00 |
| 0047 | 711-04-00100 | Geotextile Fabric | 84,026 | SQYD | 2.90 | 243,675.40 | 3.00 | 252,078.00 | 3.35 | 281,487.10 | 5.00 | 420,130.00 |
| 0048 | 712-05-00100 | Cabled Articulated Concrete Block Mattress | 3,783 | SQYD | 72.00 | 272,376.00 | 180.00 | 680,940.00 | 85.00 | 321,555.00 | 135.00 | 510,705.00 |
| 0049 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 290,000.00 | 290,000.00 | 250,000.00 | 250,000.00 | 100,000.00 | 100,000.00 |
| 0050 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 11,726 | LNFT | 0.75 | 8,794.50 | 0.80 | 9,380.80 | 1.50 | 17,589.00 | 0.79 | 9,263.54 |
| 0051 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 179 | EACH | 16.00 | 2,864.00 | 16.00 | 2,864.00 | 22.00 | 3,938.00 | 17.00 | 3,043.00 |
| 0052 | 716-01-00100 | Mulch (Vegetative) | 77.4 | TON | 490.00 | 37,926.00 | 765.00 | 59,211.00 | 800.00 | 61,920.00 | 788.00 | 60,991.20 |
| 0053 | 717-01-00100 | Seeding | 1,161 | LB | 11.50 | 13,351.50 | 16.00 | 18,576.00 | 17.00 | 19,737.00 | 17.00 | 19,737.00 |
| 0054 | 718-01-00100 | Fertilizer | 38,700 | LB | 0.60 | 23,220.00 | 0.80 | 30,960.00 | 1.00 | 38,700.00 | 1.00 | 38,700.00 |
| 0055 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 33,201 | SQYD | 1.50 | 49,801.50 | 1.70 | 56,441.70 | 2.00 | 66,402.00 | 2.00 | 66,402.00 |
| 0056 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 141 | SQYD | 10.00 | 1,410.00 | 2.00 | 282.00 | 2.50 | 352.50 | 2.11 | 297.51 |
| 0057 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 40,000.00 | 40,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 60,000.00 | 35,000.00 | 35,000.00 |
| 0058 | 723-01-00100 | Granular Material (Net Section) | 1,261 | CUYD | 110.00 | 138,710.00 | 80.00 | 100,880.00 | 50.00 | 63,050.00 | 135.00 | 170,235.00 |
| 0059 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.973 | MILE | 750.00 | 729.75 | 400.00 | 389.20 | 500.00 | 486.50 | 524.00 | 509.85 |
| 0060 | 725-01-00100 | Temporary Detour Roads | 10,420 | SQYD | 52.00 | 541,840.00 | 50.00 | 521,000.00 | 85.00 | 885,700.00 | 110.00 | 1,146,200.00 |
| 0061 | 726-01-00100 | Bedding Material (12" Thick) | 455.9 | CUYD | 89.00 | 40,575.10 | 130.00 | 59,267.00 | 90.00 | 41,031.00 | 85.00 | 38,751.50 |
| 0062 | 726-01-00100 | Bedding Material (Stone) (12" Thick) (Channel) | 26,700 | CUYD | 107.00 | 2,856,900.00 | 120.00 | 3,204,000.00 | 100.00 | 2,670,000.00 | 142.00 | 3,791,400.00 |
| 0063 | 727-01-00100 | Mobilization | 1 | LUMP | 2,200,000.00 | 2,200,000.00 | 2,000,000.00 | 2,000,000.00 | 2,390,000.00 | 2,390,000.00 | 2,868,000.00 | 2,868,000.00 |
| 0064 | 729-16-00200 | Object Marker Assembly (Type 2) | 14 | EACH | 105.00 | 1,470.00 | 100.00 | 1,400.00 | 105.00 | 1,470.00 | 100.00 | 1,400.00 |
| 0065 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 95.00 | 380.00 | 100.00 | 400.00 | 110.00 | 440.00 | 104.00 | 416.00 |
| 0066 | 731-02-00100 | Reflectorized Raised Pavement Markers | 150 | EACH | 18.00 | 2,700.00 | 18.00 | 2,700.00 | 23.00 | 3,450.00 | 19.00 | 2,850.00 |
| 0067 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 2.012 | MILE | 9,900.00 | 19,918.80 | 10,000.00 | 20,120.00 | 13,000.00 | 26,156.00 | 10,490.00 | 21,105.88 |
| 0068 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.262 | MILE | 6,950.00 | 1,820.90 | 7,000.00 | 1,834.00 | 10,000.00 | 2,620.00 | 7,294.00 | 1,911.03 |
| 0069 | 739-01-00100 | Hydro-Seeding | 6.7 | ACRE | 3,500.00 | 23,450.00 | 2,300.00 | 15,410.00 | 2,400.00 | 16,080.00 | 2,431.10 | 16,288.37 |
| 0070 | 740-01-00100 | Construction Layout | 1 | LUMP | 235,000.00 | 235,000.00 | 300,000.00 | 300,000.00 | 350,000.00 | 350,000.00 | 525,470.30 | 525,470.30 |
| 0071 | 804-01-00200 | Precast Concrete Piles (14") | 140 | LNFT | 240.00 | 33,600.00 | 300.00 | 42,000.00 | 225.00 | 31,500.00 | 480.00 | 67,200.00 |
| 0072 | 804-01-00400 | Precast Concrete Piles (18") | 1,900 | LNFT | 130.00 | 247,000.00 | 120.00 | 228,000.00 | 150.00 | 285,000.00 | 181.00 | 343,900.00 |
| 0073 | 804-01-00800 | Precast Concrete Piles (36") | 1,900 | LNFT | 576.00 | 1,094,400.00 | 400.00 | 760,000.00 | 350.00 | 665,000.00 | 394.00 | 748,600.00 |
| 0074 | 804-10-00400 | Precast Concrete Indicator Piles (18") | 1 | EACH | 60,000.00 | 60,000.00 | 200,000.00 | 200,000.00 | 175,000.00 | 175,000.00 | 150,000.00 | 150,000.00 |
| 0075 | 804-10-00800 | Precast Concrete Indicator Piles (36") | 1 | EACH | 77,000.00 | 77,000.00 | 400,000.00 | 400,000.00 | 175,000.00 | 175,000.00 | 190,000.00 | 190,000.00 |
| 0076 | 804-14-00100 | Dynamic Monitoring Assistance | 10 | EACH | 2,800.00 | 28,000.00 | 1,500.00 | 15,000.00 | 2,000.00 | 20,000.00 | 8,700.00 | 87,000.00 |
| 0077 | 805-01-00200 | Class A1 Concrete (Deck) | 387 | CUYD | 1,700.00 | 657,900.00 | 1,200.00 | 464,400.00 | 2,000.00 | 774,000.00 | 2,000.00 | 774,000.00 |
| 0078 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 203 | CUYD | 1,800.00 | 365,400.00 | 1,300.00 | 263,900.00 | 2,000.00 | 406,000.00 | 3,200.00 | 649,600.00 |
| 0079 | 805-08-00400 | Precast-Prestressed Concrete Girders (Type III) | 1,875 | LNFT | 200.00 | 375,000.00 | 200.00 | 375,000.00 | 216.00 | 405,000.00 | 250.00 | 468,750.00 |
| 0080 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 4,147.48 | SQFT | 1.50 | 6,221.22 | 2.00 | 8,294.96 | 2.75 | 11,405.57 | 2.00 | 8,294.96 |
| 0081 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 20,166.63 | SQFT | 2.00 | 40,333.26 | 2.00 | 40,333.26 | 3.50 | 70,583.21 | 1.00 | 20,166.63 |
| 0082 | 806-01-00100 | Deformed Reinforcing Steel | 169,853 | LB | 1.60 | 271,764.80 | 2.00 | 339,706.00 | 1.85 | 314,228.05 | 1.65 | 280,257.45 |
| 0083 | 807-04-00100 | Structural Metalwork (Estimated 2,868 pounds) | 2,868 | LUMP | 37,500.00 | 37,500.00 | 10,000.00 | 10,000.00 | 60,000.00 | 60,000.00 | 14,000.00 | 14,000.00 |
| 0084 | 810-01-00100 | Concrete Bridge Railing (Standard) | 315 | LNFT | 200.00 | 63,000.00 | 100.00 | 31,500.00 | 300.00 | 94,500.00 | 175.00 | 55,125.00 |
| 0085 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 315 | LNFT | 200.00 | 63,000.00 | 110.00 | 34,650.00 | 300.00 | 94,500.00 | 180.00 | 56,700.00 |
| 0086 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,631.07 | SQFT | 85.00 | 308,640.95 | 80.00 | 290,485.60 | 115.00 | 417,573.05 | 140.00 | 508,349.80 |
| 0087 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 295 | SFIN | 490.00 | 144,550.00 | 120.00 | 35,400.00 | 130.00 | 38,350.00 | 150.00 | 44,250.00 |
| 0088 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 104 | LNFT | 330.00 | 34,320.00 | 350.00 | 36,400.00 | 540.00 | 56,160.00 | 400.00 | 41,600.00 |
| 0089 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 1,476 | INLF | 1.50 | 2,214.00 | 1.00 | 1,476.00 | 5.00 | 7,380.00 | 1.00 | 1,476.00 |
| 0090 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 372 | INLF | 2.50 | 930.00 | 1.00 | 372.00 | 8.00 | 2,976.00 | 2.00 | 744.00 |
| 0091 | TS-711-09000 | Riprap (R-90, 12" Thick) | 80,000 | SQYD | 54.50 | 4,360,000.00 | 48.00 | 3,840,000.00 | 65.00 | 5,200,000.00 | 55.00 | 4,400,000.00 |
| 0092 | 816-02-00200 | Bridge End Drain System (Closed Drain) | 2 | EACH | 8,100.00 | 16,200.00 | 10,000.00 | 20,000.00 | 21,000.00 | 42,000.00 | 35,000.00 | 70,000.00 |
| | | | | | | | | | | | | |
| | | CONTRACTOR TOTAL | | | | 21,902,879.22 | | 23,267,473.05 | | 23,966,055.18 | | 28,682,329.22 |