Bid Tabulations
Letting of
07/24/2013
LA DOTD Headquarters
| Lead Project: H.001120.6 | |
| Parish: Catahoula | |
| Routes: LA8 | |
| Description: Ouachita River Bridge (Harrisonburg) | |
| Type Const: GRADING, DRAINAGE STRUCTURES, COLD PLANING ASPHALTIC CONCRETE PAVEMENT, CLASS II BASE COURSE, SUPERPAVE ASPHALTIC CONCRETE PAVEMENT, LIME TREATMENT, STEEL COMPOSITE AND CONCRETE GIRDER BRIDGE, AND RELATED WORK | |
| Estimated Construction Cost: $36,722,555.65 | |
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 12312 | Gilchrist Construction Co. LLC | $35,904,706.22 |
| 2 | 58134 | Johnson Bros. Corp. A Southland Co. | $37,962,021.36 |
| 3 | 00271 | Massman Construction Co. | $38,973,948.37 |
| 4 | 34567 | James Construction Group LLC | $45,858,799.08 |
| 5 | 01029 | Traylor Bros., Inc. | $52,204,338.77 |
| 6 | 12395 | Jensen Construction Co. | $55,699,437.45 |
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 1 - Gilchrist Construction Co. LLC |
- 2 - Johnson Bros. Corp. A Southland Co. |
- 3 - Massman Construction Co. |
- 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 | 1,200,000.00 | 1,200,000.00 | 110,000.00 | 110,000.00 | 120,000.00 | 120,000.00 | 350,000.00 | 350,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 10,000.00 | 10,000.00 | 88,000.00 | 88,000.00 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge 22' x 1100' Steel Trusses Swing Span Conc. Girder Bridge | 1 | EACH | 525,000.00 | 525,000.00 | 500,000.00 | 500,000.00 | 520,000.00 | 520,000.00 | 460,000.00 | 460,000.00 |
| 0004 | 202-02-06020 | Removal of Concrete Box Culverts (4' x 2' x 126') | 1 | EACH | 3,000.00 | 3,000.00 | 5,000.00 | 5,000.00 | 9,000.00 | 9,000.00 | 8,500.00 | 8,500.00 |
| 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 82.81 | SQYD | 10.00 | 828.10 | 12.00 | 993.72 | 17.00 | 1,407.77 | 15.00 | 1,242.15 |
| 0006 | 202-02-12300 | Removal of Fender System North Fender | 1 | EACH | 55,000.00 | 55,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 98,500.00 | 98,500.00 |
| 0007 | 202-02-12300 | Removal of Fender System South Fender | 1 | EACH | 55,000.00 | 55,000.00 | 45,000.00 | 45,000.00 | 50,000.00 | 50,000.00 | 98,500.00 | 98,500.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 7,096.81 | SQYD | 6.00 | 42,580.86 | 5.00 | 35,484.05 | 7.00 | 49,677.67 | 1.00 | 7,096.81 |
| 0009 | 203-01-00100 | General Excavation | 17,916 | CUYD | 3.30 | 59,122.80 | 8.00 | 143,328.00 | 4.00 | 71,664.00 | 4.00 | 71,664.00 |
| 0010 | 203-03-00100 | Embankment | 51,739 | CUYD | 10.25 | 530,324.75 | 20.00 | 1,034,780.00 | 13.00 | 672,607.00 | 12.00 | 620,868.00 |
| 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 13 | CUYD | 360.00 | 4,680.00 | 285.00 | 3,705.00 | 120.00 | 1,560.00 | 100.00 | 1,300.00 |
| 0012 | 203-08-00100 | Geotextile Fabric | 115.9 | SQYD | 6.50 | 753.35 | 5.00 | 579.50 | 4.50 | 521.55 | 4.00 | 463.60 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 50 | EACH | 16.00 | 800.00 | 16.00 | 800.00 | 22.00 | 1,100.00 | 15.00 | 750.00 |
| 0014 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 10 | EACH | 200.00 | 2,000.00 | 200.00 | 2,000.00 | 110.00 | 1,100.00 | 150.00 | 1,500.00 |
| 0015 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 12 | EACH | 450.00 | 5,400.00 | 1,300.00 | 15,600.00 | 1,120.00 | 13,440.00 | 300.00 | 3,600.00 |
| 0016 | 204-06-00100 | Temporary Silt Fencing | 10,510 | LNFT | 1.95 | 20,494.50 | 3.00 | 31,530.00 | 2.20 | 23,122.00 | 2.50 | 26,275.00 |
| 0017 | 302-02-01061 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 16,314 | SQYD | 13.20 | 215,344.80 | 14.00 | 228,396.00 | 13.00 | 212,082.00 | 12.00 | 195,768.00 |
| 0018 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 16,314.1 | SQYD | 14.50 | 236,554.45 | 11.00 | 179,455.10 | 8.00 | 130,512.80 | 7.25 | 118,277.23 |
| 0020 | 304-01-00100 | Lime | 4.17 | TON | 600.00 | 2,502.00 | 350.00 | 1,459.50 | 350.00 | 1,459.50 | 250.00 | 1,042.50 |
| 0021 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 294 | SQYD | 18.00 | 5,292.00 | 35.00 | 10,290.00 | 330.00 | 97,020.00 | 18.00 | 5,292.00 |
| 0022 | 401-01-00100 | Aggregate Surface Course (Net Section) | 1,129.6 | CUYD | 52.00 | 58,739.20 | 90.00 | 101,664.00 | 40.00 | 45,184.00 | 38.00 | 42,924.80 |
| 0023 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 2,000 | CUYD | 20.00 | 40,000.00 | 55.00 | 110,000.00 | 50.00 | 100,000.00 | 52.00 | 104,000.00 |
| 0024 | 502-01-00100 | Superpave Asphaltic Concrete | 4,259.9 | TON | 100.00 | 425,990.00 | 106.29 | 452,784.77 | 120.00 | 511,188.00 | 105.00 | 447,289.50 |
| 0025 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 637.3 | TON | 150.00 | 95,595.00 | 169.27 | 107,875.77 | 140.00 | 89,222.00 | 128.00 | 81,574.40 |
| 0026 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,948 | SQYD | 4.50 | 13,266.00 | 5.00 | 14,740.00 | 4.50 | 13,266.00 | 4.00 | 11,792.00 |
| 0027 | 701-01-01100 | Cross Drain Pipe (54" RCP) | 280 | LNFT | 160.00 | 44,800.00 | 300.00 | 84,000.00 | 240.00 | 67,200.00 | 320.00 | 89,600.00 |
| 0028 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 112 | LNFT | 120.00 | 13,440.00 | 270.00 | 30,240.00 | 140.00 | 15,680.00 | 220.00 | 24,640.00 |
| 0029 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 136 | LNFT | 150.00 | 20,400.00 | 290.00 | 39,440.00 | 170.00 | 23,120.00 | 240.00 | 32,640.00 |
| 0030 | 701-02-01100 | Cross Drain Pipe Arch (54" Equiv. RCPA) | 100 | LNFT | 185.00 | 18,500.00 | 350.00 | 35,000.00 | 190.00 | 19,000.00 | 290.00 | 29,000.00 |
| 0031 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 306 | LNFT | 50.00 | 15,300.00 | 95.00 | 29,070.00 | 65.00 | 19,890.00 | 86.00 | 26,316.00 |
| 0032 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 20 | LNFT | 80.00 | 1,600.00 | 100.00 | 2,000.00 | 170.00 | 3,400.00 | 210.00 | 4,200.00 |
| 0033 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 24 | LNFT | 150.00 | 3,600.00 | 150.00 | 3,600.00 | 175.00 | 4,200.00 | 215.00 | 5,160.00 |
| 0034 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 4,000.00 | 12,000.00 | 5,000.00 | 15,000.00 | 4,000.00 | 12,000.00 | 3,700.00 | 11,100.00 |
| 0035 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 2,000.00 | 2,000.00 | 3,200.00 | 3,200.00 | 3,000.00 | 3,000.00 | 2,000.00 | 2,000.00 |
| 0036 | 703-03-00100 | Perforated Pipe Underdrains | 214 | LNFT | 40.00 | 8,560.00 | 40.00 | 8,560.00 | 22.00 | 4,708.00 | 10.00 | 2,140.00 |
| 0037 | 704-03-00100 | Blocked Out Guard Rail | 425 | LNFT | 16.00 | 6,800.00 | 20.00 | 8,500.00 | 22.00 | 9,350.00 | 20.00 | 8,500.00 |
| 0038 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 75.00 | 7,500.00 | 90.00 | 9,000.00 | 70.00 | 7,000.00 | 60.00 | 6,000.00 |
| 0039 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,100.00 | 8,400.00 | 2,300.00 | 9,200.00 | 2,200.00 | 8,800.00 | 2,000.00 | 8,000.00 |
| 0040 | 705-01-00100 | Barbed Wire Fence | 1,183 | LNFT | 7.00 | 8,281.00 | 8.00 | 9,464.00 | 7.00 | 8,281.00 | 6.50 | 7,689.50 |
| 0041 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 51 | LNFT | 55.00 | 2,805.00 | 20.00 | 1,020.00 | 55.00 | 2,805.00 | 25.00 | 1,275.00 |
| 0042 | 706-02-00200 | Concrete Drive (6" Thick) | 65.1 | SQYD | 85.00 | 5,533.50 | 75.00 | 4,882.50 | 55.00 | 3,580.50 | 60.00 | 3,906.00 |
| 0043 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 31.2 | SQYD | 145.00 | 4,524.00 | 70.00 | 2,184.00 | 55.00 | 1,716.00 | 45.00 | 1,404.00 |
| 0044 | 708-01-00100 | Right-of-Way Monument | 49 | EACH | 220.00 | 10,780.00 | 750.00 | 36,750.00 | 220.00 | 10,780.00 | 210.00 | 10,290.00 |
| 0045 | 708-02-00100 | Right-of-Way Monument Witness Post | 49 | EACH | 220.00 | 10,780.00 | 200.00 | 9,800.00 | 220.00 | 10,780.00 | 120.00 | 5,880.00 |
| 0046 | 711-02-00500 | Riprap (130 lb) | 200 | CUYD | 150.00 | 30,000.00 | 140.00 | 28,000.00 | 150.00 | 30,000.00 | 135.00 | 27,000.00 |
| 0047 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 651 | SQYD | 73.00 | 47,523.00 | 80.00 | 52,080.00 | 30.00 | 19,530.00 | 51.00 | 33,201.00 |
| 0048 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 150,000.00 | 150,000.00 | 120,000.00 | 120,000.00 | 35,000.00 | 35,000.00 | 31,000.00 | 31,000.00 |
| 0049 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2.172 | MILE | 700.00 | 1,520.40 | 500.00 | 1,086.00 | 550.00 | 1,194.60 | 500.00 | 1,086.00 |
| 0050 | 716-01-00100 | Mulch (Vegetative) | 2.3 | TON | 700.00 | 1,610.00 | 600.00 | 1,380.00 | 660.00 | 1,518.00 | 1,200.00 | 2,760.00 |
| 0051 | 717-01-00100 | Seeding | 277 | LB | 5.75 | 1,592.75 | 5.00 | 1,385.00 | 5.00 | 1,385.00 | 10.00 | 2,770.00 |
| 0052 | 718-01-00100 | Fertilizer | 9,251 | LB | 0.65 | 6,013.15 | 0.50 | 4,625.50 | 0.60 | 5,550.60 | 0.60 | 5,550.60 |
| 0053 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 4,017 | SQYD | 1.45 | 5,824.65 | 1.20 | 4,820.40 | 1.50 | 6,025.50 | 1.15 | 4,619.55 |
| 0054 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 690 | SQYD | 1.75 | 1,207.50 | 1.20 | 828.00 | 1.70 | 1,173.00 | 1.15 | 793.50 |
| 0055 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 188 | SQYD | 2.80 | 526.40 | 1.70 | 319.60 | 3.00 | 564.00 | 1.65 | 310.20 |
| 0056 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 705 | SQYD | 4.00 | 2,820.00 | 2.15 | 1,515.75 | 4.00 | 2,820.00 | 2.10 | 1,480.50 |
| 0057 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 35,000.00 | 35,000.00 | 75,000.00 | 75,000.00 | 36,700.00 | 36,700.00 | 55,000.00 | 55,000.00 |
| 0058 | 725-01-00100 | Temporary Detour Roads | 1,170.4 | SQYD | 88.00 | 102,995.20 | 150.00 | 175,560.00 | 80.00 | 93,632.00 | 77.00 | 90,120.80 |
| 0059 | 726-01-00100 | Bedding Material | 118 | CUYD | 115.00 | 13,570.00 | 92.00 | 10,856.00 | 83.00 | 9,794.00 | 90.00 | 10,620.00 |
| 0060 | 727-01-00100 | Mobilization | 1 | LUMP | 3,500,000.00 | 3,500,000.00 | 3,700,000.00 | 3,700,000.00 | 3,225,000.00 | 3,225,000.00 | 4,060,000.00 | 4,060,000.00 |
| 0061 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 75.00 | 300.00 | 88.00 | 352.00 | 80.00 | 320.00 |
| 0062 | 729-19-00100 | Dead End Road Installations (Type A) | 2 | EACH | 1,500.00 | 3,000.00 | 2,100.00 | 4,200.00 | 1,500.00 | 3,000.00 | 1,250.00 | 2,500.00 |
| 0063 | 729-19-00200 | Dead End Road Installations (Type B) | 2 | EACH | 1,500.00 | 3,000.00 | 2,100.00 | 4,200.00 | 1,300.00 | 2,600.00 | 1,150.00 | 2,300.00 |
| 0064 | 730-09-00100 | Electrical System | 1 | LUMP | 155,000.00 | 155,000.00 | 155,000.00 | 155,000.00 | 170,000.00 | 170,000.00 | 152,000.00 | 152,000.00 |
| 0065 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 8,809 | EACH | 8.50 | 74,876.50 | 6.00 | 52,854.00 | 6.60 | 58,139.40 | 6.00 | 52,854.00 |
| 0066 | 731-02-00100 | Reflectorized Raised Pavement Markers | 498 | EACH | 5.75 | 2,863.50 | 4.00 | 1,992.00 | 4.40 | 2,191.20 | 4.00 | 1,992.00 |
| 0067 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 499 | LNFT | 2.30 | 1,147.70 | 1.00 | 499.00 | 1.20 | 598.80 | 1.00 | 499.00 |
| 0068 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 73 | LNFT | 11.50 | 839.50 | 4.00 | 292.00 | 4.40 | 321.20 | 4.00 | 292.00 |
| 0069 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.09 | MILE | 3,600.00 | 14,724.00 | 2,200.00 | 8,998.00 | 2,500.00 | 10,225.00 | 2,200.00 | 8,998.00 |
| 0070 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.324 | MILE | 965.00 | 312.66 | 600.00 | 194.40 | 660.00 | 213.84 | 593.00 | 192.13 |
| 0071 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.016 | MILE | 26,000.00 | 416.00 | 2,200.00 | 35.20 | 2,500.00 | 40.00 | 1,375.00 | 22.00 |
| 0072 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.017 | MILE | 55,000.00 | 935.00 | 3,000.00 | 51.00 | 3,300.00 | 56.10 | 1,765.00 | 30.01 |
| 0073 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 400.00 | 800.00 | 200.00 | 400.00 | 220.00 | 440.00 | 200.00 | 400.00 |
| 0074 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 1 | EACH | 400.00 | 400.00 | 200.00 | 200.00 | 220.00 | 220.00 | 200.00 | 200.00 |
| 0075 | 735-01-00100 | Mailboxes | 2 | EACH | 10.00 | 20.00 | 55.00 | 110.00 | 120.00 | 240.00 | 1.00 | 2.00 |
| 0076 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 550.00 | 1,100.00 | 210.00 | 420.00 | 120.00 | 240.00 | 105.00 | 210.00 |
| 0077 | 740-01-00100 | Construction Layout | 1 | LUMP | 420,000.00 | 420,000.00 | 225,000.00 | 225,000.00 | 30,000.00 | 30,000.00 | 150,000.00 | 150,000.00 |
| 0078 | 802-01-00100 | Structural Excavation Retaining Wall | 876 | CUYD | 15.00 | 13,140.00 | 50.00 | 43,800.00 | 45.00 | 39,420.00 | 20.00 | 17,520.00 |
| 0079 | 802-03-00100 | Structural Excavation for Piers (Dry) | 6,200 | CUYD | 14.05 | 87,110.00 | 50.00 | 310,000.00 | 77.00 | 477,400.00 | 3.50 | 21,700.00 |
| 0080 | 802-04-00100 | Structural Excavation for Piers (Wet) | 12,900 | CUYD | 33.00 | 425,700.00 | 25.00 | 322,500.00 | 100.00 | 1,290,000.00 | 57.00 | 735,300.00 |
| 0081 | 802-05-00100 | Cofferdams | 1 | LUMP | 3,000,000.00 | 3,000,000.00 | 3,000,000.00 | 3,000,000.00 | 3,000,000.00 | 3,000,000.00 | 5,650,000.00 | 5,650,000.00 |
| 0082 | 804-01-00200 | Precast Concrete Piles (14") | 22,520 | LNFT | 39.00 | 878,280.00 | 40.00 | 900,800.00 | 40.00 | 900,800.00 | 40.00 | 900,800.00 |
| 0083 | 804-01-00600 | Precast Concrete Piles (24") | 1,950 | LNFT | 100.00 | 195,000.00 | 115.00 | 224,250.00 | 150.00 | 292,500.00 | 95.00 | 185,250.00 |
| 0084 | 804-05-00200 | Precast Concrete Test Piles (14") | 2 | EACH | 25,000.00 | 50,000.00 | 6,000.00 | 12,000.00 | 20,000.00 | 40,000.00 | 10,000.00 | 20,000.00 |
| 0085 | 804-05-00600 | Precast Concrete Test Piles (24") | 2 | EACH | 25,000.00 | 50,000.00 | 8,000.00 | 16,000.00 | 25,000.00 | 50,000.00 | 20,000.00 | 40,000.00 |
| 0086 | 804-09-00100 | Loading Test Piles | 4 | EACH | 35,000.00 | 140,000.00 | 30,000.00 | 120,000.00 | 150,000.00 | 600,000.00 | 30,000.00 | 120,000.00 |
| 0087 | 804-10-00100 | Reloading Test Piles | 2 | EACH | 6,500.00 | 13,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 40,000.00 | 5,000.00 | 10,000.00 |
| 0088 | 804-11-00100 | Redriving Test Piles | 2 | EACH | 4,500.00 | 9,000.00 | 5,000.00 | 10,000.00 | 2,000.00 | 4,000.00 | 1,000.00 | 2,000.00 |
| 0089 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 4,000.00 | 8,000.00 | 20,000.00 | 40,000.00 | 57,000.00 | 114,000.00 | 1,000.00 | 2,000.00 |
| 0090 | 804-17-00100 | Dynamic Monitoring | 34 | EACH | 450.00 | 15,300.00 | 175.00 | 5,950.00 | 1,000.00 | 34,000.00 | 1,110.00 | 37,740.00 |
| 0091 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 15.11 | CUYD | 1,500.00 | 22,665.00 | 1,200.00 | 18,132.00 | 700.00 | 10,577.00 | 1,500.00 | 22,665.00 |
| 0092 | 805-01-00400 | Class A Concrete (Retaining Walls) | 121.16 | CUYD | 785.00 | 95,110.60 | 700.00 | 84,812.00 | 1,200.00 | 145,392.00 | 905.00 | 109,649.80 |
| 0093 | 805-02-00200 | Class A(M) Concrete (Footings) Approach Bents | 1,834.76 | CUYD | 365.00 | 669,687.40 | 350.00 | 642,166.00 | 300.00 | 550,428.00 | 205.00 | 376,125.80 |
| 0094 | 805-02-00200 | Class A(M) Concrete (Footings) River Piers | 2,955.26 | CUYD | 250.00 | 738,815.00 | 250.00 | 738,815.00 | 300.00 | 886,578.00 | 405.00 | 1,196,880.30 |
| 0095 | 805-02-00300 | Class A(M) Concrete (Piers) Subshafts | 2,865.78 | CUYD | 350.00 | 1,003,023.00 | 300.00 | 859,734.00 | 400.00 | 1,146,312.00 | 450.00 | 1,289,601.00 |
| 0096 | 805-02-00400 | Class A(M) Concrete (Bents) Columns and Caps | 3,108.68 | CUYD | 600.00 | 1,865,208.00 | 550.00 | 1,709,774.00 | 750.00 | 2,331,510.00 | 680.00 | 2,113,902.40 |
| 0097 | 805-04-00100 | Class AA(M) Concrete | 5,009.52 | CUYD | 525.00 | 2,629,998.00 | 525.00 | 2,629,998.00 | 700.00 | 3,506,664.00 | 925.00 | 4,633,806.00 |
| 0098 | 805-07-00100 | Class S Concrete | 3,852.36 | CUYD | 200.00 | 770,472.00 | 200.00 | 770,472.00 | 280.00 | 1,078,660.80 | 70.00 | 269,665.20 |
| 0099 | 805-11-00100 | Strip Seal Joints | 396 | LNFT | 135.00 | 53,460.00 | 200.00 | 79,200.00 | 180.00 | 71,280.00 | 125.00 | 49,500.00 |
| 0100 | 806-01-00100 | Deformed Reinforcing Steel Retaining Wall | 13,441 | LB | 0.75 | 10,080.75 | 0.80 | 10,752.80 | 0.84 | 11,290.44 | 0.85 | 11,424.85 |
| 0101 | 806-01-00100 | Deformed Reinforcing Steel Box Culvert Headwalls | 1,038 | LB | 0.75 | 778.50 | 0.80 | 830.40 | 1.00 | 1,038.00 | 0.85 | 882.30 |
| 0102 | 806-01-00100 | Deformed Reinforcing Steel | 2,728,699 | LB | 0.75 | 2,046,524.25 | 0.80 | 2,182,959.20 | 0.90 | 2,455,829.10 | 0.85 | 2,319,394.15 |
| 0103 | 807-08-00100 | Structural Metalwork AASHTO M270, Grade HPS 70W | 1 | LUMP | 500,000.00 | 500,000.00 | 658,000.00 | 658,000.00 | 550,000.00 | 550,000.00 | 9,320,000.00 | 9,320,000.00 |
| 0104 | 807-08-00100 | Structural Metalwork Ladders, Cages, & Platforms | 1 | LUMP | 120,000.00 | 120,000.00 | 122,235.00 | 122,235.00 | 100,000.00 | 100,000.00 | 125,000.00 | 125,000.00 |
| 0105 | 807-08-00100 | Structural Metalwork Anchor Bolts | 1 | LUMP | 13,000.00 | 13,000.00 | 25,000.00 | 25,000.00 | 35,000.00 | 35,000.00 | 160,000.00 | 160,000.00 |
| 0106 | 807-08-00100 | Structural Metalwork AASHTO M270, Grade 50W | 1 | LUMP | 4,200,000.00 | 4,200,000.00 | 6,100,000.00 | 6,100,000.00 | 5,072,000.00 | 5,072,000.00 | 205,000.00 | 205,000.00 |
| 0107 | 810-01-00100 | Concrete Railing (Standard Barrier) | 6,650 | LNFT | 42.00 | 279,300.00 | 65.00 | 432,250.00 | 50.00 | 332,500.00 | 65.00 | 432,250.00 |
| 0108 | 813-01-00100 | Concrete Approach Slabs | 390.5 | SQYD | 225.00 | 87,862.50 | 270.00 | 105,435.00 | 200.00 | 78,100.00 | 245.00 | 95,672.50 |
| 0109 | 814-01-00900 | Drilled Shaft (72"Diameter) | 1,960 | LNFT | 2,000.00 | 3,920,000.00 | 1,500.00 | 2,940,000.00 | 1,500.00 | 2,940,000.00 | 1,350.00 | 2,646,000.00 |
| 0110 | 814-04-00900 | Crosshole Sonic Logging (72" Diameter) | 30 | EACH | 6,500.00 | 195,000.00 | 1,500.00 | 45,000.00 | 6,000.00 | 180,000.00 | 2,810.00 | 84,300.00 |
| 0111 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 84 | LNFT | 23.00 | 1,932.00 | 10.00 | 840.00 | 20.00 | 1,680.00 | 1.50 | 126.00 |
| 0112 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 0.7 | MILE | 900.00 | 630.00 | 1,000.00 | 700.00 | 1,800.00 | 1,260.00 | 400.00 | 280.00 |
| 0113 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 1.4 | MILE | 900.00 | 1,260.00 | 1,000.00 | 1,400.00 | 1,800.00 | 2,520.00 | 400.00 | 560.00 |
| 0114 | NS-730-00001 | Navigational Lighting (Temporary) | 1 | LUMP | 30,000.00 | 30,000.00 | 25,510.20 | 25,510.20 | 10,000.00 | 10,000.00 | 90,000.00 | 90,000.00 |
| 0115 | NS-800-00004 | Disc Bearing | 16 | EACH | 11,000.00 | 176,000.00 | 21,000.00 | 336,000.00 | 12,000.00 | 192,000.00 | 30,000.00 | 480,000.00 |
| 0116 | NS-800-00060 | Deck Drainage System | 1 | LUMP | 80,000.00 | 80,000.00 | 140,000.00 | 140,000.00 | 200,000.00 | 200,000.00 | 110,000.00 | 110,000.00 |
| 0117 | NS-800-00100 | Load Testing a Drilled Shaft | 2 | EACH | 130,000.00 | 260,000.00 | 156,500.00 | 313,000.00 | 20,000.00 | 40,000.00 | 110,000.00 | 220,000.00 |
| 0118 | NS-800-00140 | Test Drilled Shaft (72" Diameter) | 2 | EACH | 145,000.00 | 290,000.00 | 135,000.00 | 270,000.00 | 270,000.00 | 540,000.00 | 110,000.00 | 220,000.00 |
| 0119 | NS-800-00160 | Steel Finger Joints | 88 | LNFT | 2,500.00 | 220,000.00 | 2,700.00 | 237,600.00 | 2,500.00 | 220,000.00 | 2,500.00 | 220,000.00 |
| 0120 | NS-800-00192 | Precast Prestressed Concrete Girder (Type BT-72) Class P (HPC) | 16,064 | LNFT | 135.00 | 2,168,640.00 | 190.00 | 3,052,160.00 | 155.00 | 2,489,920.00 | 205.00 | 3,293,120.00 |
| 0121 | NS-800-00560 | Deformed Reinforcing Steel (Stainless Steel) | 14,800 | LB | 2.00 | 29,600.00 | 2.50 | 37,000.00 | 5.00 | 74,000.00 | 6.00 | 88,800.00 |
| 0122 | NS-804-00001 | Vibration Monitoring | 200 | EACH | 500.00 | 100,000.00 | 500.00 | 100,000.00 | 100.00 | 20,000.00 | 600.00 | 120,000.00 |
| 0123 | NS-811-00004 | Navigational Clearance Gauge (Painted) | 2 | EACH | 15,000.00 | 30,000.00 | 7,500.00 | 15,000.00 | 15,000.00 | 30,000.00 | 7,000.00 | 14,000.00 |
| 0124 | 805-12-34000 | Reinforced Concrete Box Culverts (5' x 5') (Extension) | 10.8 | LNFT | 1,600.00 | 17,280.00 | 960.00 | 10,368.00 | 750.00 | 8,100.00 | 1,000.00 | 10,800.00 |
| CONTRACTOR TOTAL | 35,904,706.22 | 37,962,021.36 | 38,973,948.37 | 45,858,799.08 | ||||||||
| Line Number |
Item Number | Item Description | Quantity | Unit of Measure |
- 5 - Traylor Bros., Inc. |
- 6 - Jensen Construction Co. |
||
| Unit Price | Total Amount |
Unit Price | Total Amount |
|||||
| 0001 | 201-01-00100 | Clearing and Grubbing | 1 | LUMP | 120,000.00 | 120,000.00 | 750,000.00 | 750,000.00 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 2,500.00 | 2,500.00 | 100,000.00 | 100,000.00 |
| 0003 | 202-02-04000 | Removal of Bridge 22' x 1100' Steel Trusses Swing Span Conc. Girder Bridge | 1 | EACH | 720,000.00 | 720,000.00 | 500,000.00 | 500,000.00 |
| 0004 | 202-02-06020 | Removal of Concrete Box Culverts (4' x 2' x 126') | 1 | EACH | 3,500.00 | 3,500.00 | 8,500.00 | 8,500.00 |
| 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 82.81 | SQYD | 10.00 | 828.10 | 15.00 | 1,242.15 |
| 0006 | 202-02-12300 | Removal of Fender System North Fender | 1 | EACH | 36,000.00 | 36,000.00 | 50,000.00 | 50,000.00 |
| 0007 | 202-02-12300 | Removal of Fender System South Fender | 1 | EACH | 36,000.00 | 36,000.00 | 50,000.00 | 50,000.00 |
| 0008 | 202-02-38500 | Removal of Surfacing and Stablized Base | 7,096.81 | SQYD | 5.00 | 35,484.05 | 7.00 | 49,677.67 |
| 0009 | 203-01-00100 | General Excavation | 17,916 | CUYD | 14.00 | 250,824.00 | 4.00 | 71,664.00 |
| 0010 | 203-03-00100 | Embankment | 51,739 | CUYD | 30.00 | 1,552,170.00 | 12.00 | 620,868.00 |
| 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 13 | CUYD | 170.00 | 2,210.00 | 100.00 | 1,300.00 |
| 0012 | 203-08-00100 | Geotextile Fabric | 115.9 | SQYD | 25.00 | 2,897.50 | 4.00 | 463.60 |
| 0013 | 204-02-00100 | Temporary Hay or Straw Bales | 50 | EACH | 20.00 | 1,000.00 | 18.00 | 900.00 |
| 0014 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 10 | EACH | 202.00 | 2,020.00 | 150.00 | 1,500.00 |
| 0015 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 12 | EACH | 500.00 | 6,000.00 | 1,100.00 | 13,200.00 |
| 0016 | 204-06-00100 | Temporary Silt Fencing | 10,510 | LNFT | 2.25 | 23,647.50 | 4.00 | 42,040.00 |
| 0017 | 302-02-01061 | Class II Base Course (4" Thick) (Stone or Recycled Portland Cement Concrete, or Blended Calcium Sulfate) | 16,314 | SQYD | 7.50 | 122,355.00 | 12.00 | 195,768.00 |
| 0018 | 302-02-02020 | Class II Base Course (6" Thick) (Soil Cement) | 16,314.1 | SQYD | 11.00 | 179,455.10 | 7.25 | 118,277.23 |
| 0020 | 304-01-00100 | Lime | 4.17 | TON | 250.00 | 1,042.50 | 350.00 | 1,459.50 |
| 0021 | 304-04-00400 | Lime Treatment (Type D) (12" Thick) | 294 | SQYD | 10.00 | 2,940.00 | 300.00 | 88,200.00 |
| 0022 | 401-01-00100 | Aggregate Surface Course (Net Section) | 1,129.6 | CUYD | 60.00 | 67,776.00 | 38.00 | 42,924.80 |
| 0023 | 402-01-00100 | Traffic Maintenance Aggregate (Vehicular Measurement) | 2,000 | CUYD | 30.00 | 60,000.00 | 52.00 | 104,000.00 |
| 0024 | 502-01-00100 | Superpave Asphaltic Concrete | 4,259.9 | TON | 123.00 | 523,967.70 | 105.00 | 447,289.50 |
| 0025 | 502-01-00200 | Superpave Asphaltic Concrete, Drives, Turnouts and Miscellaneous | 637.3 | TON | 197.20 | 125,675.56 | 128.00 | 81,574.40 |
| 0026 | 509-01-00100 | Cold Planing Asphaltic Pavement | 2,948 | SQYD | 5.70 | 16,803.60 | 4.00 | 11,792.00 |
| 0027 | 701-01-01100 | Cross Drain Pipe (54" RCP) | 280 | LNFT | 170.00 | 47,600.00 | 180.00 | 50,400.00 |
| 0028 | 701-02-01040 | Cross Drain Pipe Arch (36" Equiv. RCPA) | 112 | LNFT | 120.00 | 13,440.00 | 135.00 | 15,120.00 |
| 0029 | 701-02-01060 | Cross Drain Pipe Arch (42" Equiv. RCPA) | 136 | LNFT | 170.00 | 23,120.00 | 150.00 | 20,400.00 |
| 0030 | 701-02-01100 | Cross Drain Pipe Arch (54" Equiv. RCPA) | 100 | LNFT | 220.00 | 22,000.00 | 180.00 | 18,000.00 |
| 0031 | 701-05-01040 | Side Drain Pipe (18" RCP/PP/CMP) | 306 | LNFT | 50.00 | 15,300.00 | 65.00 | 19,890.00 |
| 0032 | 701-05-01060 | Side Drain Pipe (24" RCP/PP/CMP) | 20 | LNFT | 55.00 | 1,100.00 | 200.00 | 4,000.00 |
| 0033 | 701-05-01080 | Side Drain Pipe (30" RCP/PP/CMP) | 24 | LNFT | 60.00 | 1,440.00 | 200.00 | 4,800.00 |
| 0034 | 702-03-00100 | Catch Basins (CB-01) | 3 | EACH | 2,000.00 | 6,000.00 | 2,500.00 | 7,500.00 |
| 0035 | 702-04-00100 | Adjusting Manholes | 1 | EACH | 700.00 | 700.00 | 2,500.00 | 2,500.00 |
| 0036 | 703-03-00100 | Perforated Pipe Underdrains | 214 | LNFT | 18.25 | 3,905.50 | 20.00 | 4,280.00 |
| 0037 | 704-03-00100 | Blocked Out Guard Rail | 425 | LNFT | 17.37 | 7,382.25 | 20.00 | 8,500.00 |
| 0038 | 704-08-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 78.00 | 7,800.00 | 60.00 | 6,000.00 |
| 0039 | 704-11-00100 | Guard Rail End Treatment (Flared) | 4 | EACH | 2,260.00 | 9,040.00 | 2,000.00 | 8,000.00 |
| 0040 | 705-01-00100 | Barbed Wire Fence | 1,183 | LNFT | 6.70 | 7,926.10 | 6.50 | 7,689.50 |
| 0041 | 705-06-00100 | Chain Link Fence (4-Foot Height) | 51 | LNFT | 25.50 | 1,300.50 | 50.00 | 2,550.00 |
| 0042 | 706-02-00200 | Concrete Drive (6" Thick) | 65.1 | SQYD | 68.00 | 4,426.80 | 85.00 | 5,533.50 |
| 0043 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 31.2 | SQYD | 55.00 | 1,716.00 | 45.00 | 1,404.00 |
| 0044 | 708-01-00100 | Right-of-Way Monument | 49 | EACH | 200.00 | 9,800.00 | 280.00 | 13,720.00 |
| 0045 | 708-02-00100 | Right-of-Way Monument Witness Post | 49 | EACH | 200.00 | 9,800.00 | 174.00 | 8,526.00 |
| 0046 | 711-02-00500 | Riprap (130 lb) | 200 | CUYD | 75.00 | 15,000.00 | 150.00 | 30,000.00 |
| 0047 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 651 | SQYD | 48.00 | 31,248.00 | 55.00 | 35,805.00 |
| 0048 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 |
| 0049 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 2.172 | MILE | 510.00 | 1,107.72 | 500.00 | 1,086.00 |
| 0050 | 716-01-00100 | Mulch (Vegetative) | 2.3 | TON | 1,224.49 | 2,816.33 | 600.00 | 1,380.00 |
| 0051 | 717-01-00100 | Seeding | 277 | LB | 10.20 | 2,825.40 | 5.00 | 1,385.00 |
| 0052 | 718-01-00100 | Fertilizer | 9,251 | LB | 0.61 | 5,643.11 | 0.50 | 4,625.50 |
| 0053 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 4,017 | SQYD | 1.17 | 4,699.89 | 1.25 | 5,021.25 |
| 0054 | 720-01-01020 | Erosion Control System (Slope Protection) (Type B) | 690 | SQYD | 1.17 | 807.30 | 1.50 | 1,035.00 |
| 0055 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 188 | SQYD | 1.68 | 315.84 | 2.50 | 470.00 |
| 0056 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 705 | SQYD | 2.14 | 1,508.70 | 3.50 | 2,467.50 |
| 0057 | 722-01-00100 | Project Site Laboratory | 1 | EACH | 40,000.00 | 40,000.00 | 50,000.00 | 50,000.00 |
| 0058 | 725-01-00100 | Temporary Detour Roads | 1,170.4 | SQYD | 85.00 | 99,484.00 | 100.00 | 117,040.00 |
| 0059 | 726-01-00100 | Bedding Material | 118 | CUYD | 40.00 | 4,720.00 | 85.00 | 10,030.00 |
| 0060 | 727-01-00100 | Mobilization | 1 | LUMP | 5,200,000.00 | 5,200,000.00 | 5,500,000.00 | 5,500,000.00 |
| 0061 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 86.75 | 347.00 | 80.00 | 320.00 |
| 0062 | 729-19-00100 | Dead End Road Installations (Type A) | 2 | EACH | 1,650.00 | 3,300.00 | 1,250.00 | 2,500.00 |
| 0063 | 729-19-00200 | Dead End Road Installations (Type B) | 2 | EACH | 1,650.00 | 3,300.00 | 1,150.00 | 2,300.00 |
| 0064 | 730-09-00100 | Electrical System | 1 | LUMP | 152,000.00 | 152,000.00 | 160,000.00 | 160,000.00 |
| 0065 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 8,809 | EACH | 6.12 | 53,911.08 | 6.00 | 52,854.00 |
| 0066 | 731-02-00100 | Reflectorized Raised Pavement Markers | 498 | EACH | 4.08 | 2,031.84 | 4.00 | 1,992.00 |
| 0067 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 499 | LNFT | 1.02 | 508.98 | 1.00 | 499.00 |
| 0068 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 73 | LNFT | 4.08 | 297.84 | 4.00 | 292.00 |
| 0069 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 4.09 | MILE | 2,244.90 | 9,181.64 | 2,200.00 | 8,998.00 |
| 0070 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.324 | MILE | 604.69 | 195.92 | 600.00 | 194.40 |
| 0071 | 732-03-02010 | Plastic Pvmt Strip (Dotted Line)(4" W)(2' L)(Thermo 90 mil) | 0.016 | MILE | 2,806.25 | 44.90 | 2,200.00 | 35.20 |
| 0072 | 732-03-02030 | Plastic Pvmt Strip (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.017 | MILE | 3,601.18 | 61.22 | 3,000.00 | 51.00 |
| 0073 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 2 | EACH | 204.08 | 408.16 | 200.00 | 400.00 |
| 0074 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 1 | EACH | 204.08 | 204.08 | 200.00 | 200.00 |
| 0075 | 735-01-00100 | Mailboxes | 2 | EACH | 20.00 | 40.00 | 200.00 | 400.00 |
| 0076 | 735-02-00100 | Mailbox Supports (Single) | 2 | EACH | 122.00 | 244.00 | 250.00 | 500.00 |
| 0077 | 740-01-00100 | Construction Layout | 1 | LUMP | 30,000.00 | 30,000.00 | 750,000.00 | 750,000.00 |
| 0078 | 802-01-00100 | Structural Excavation Retaining Wall | 876 | CUYD | 65.00 | 56,940.00 | 50.00 | 43,800.00 |
| 0079 | 802-03-00100 | Structural Excavation for Piers (Dry) | 6,200 | CUYD | 300.00 | 1,860,000.00 | 30.00 | 186,000.00 |
| 0080 | 802-04-00100 | Structural Excavation for Piers (Wet) | 12,900 | CUYD | 66.75 | 861,075.00 | 35.00 | 451,500.00 |
| 0081 | 802-05-00100 | Cofferdams | 1 | LUMP | 7,500,000.00 | 7,500,000.00 | 9,100,000.00 | 9,100,000.00 |
| 0082 | 804-01-00200 | Precast Concrete Piles (14") | 22,520 | LNFT | 60.00 | 1,351,200.00 | 35.00 | 788,200.00 |
| 0083 | 804-01-00600 | Precast Concrete Piles (24") | 1,950 | LNFT | 175.00 | 341,250.00 | 75.00 | 146,250.00 |
| 0084 | 804-05-00200 | Precast Concrete Test Piles (14") | 2 | EACH | 3,750.00 | 7,500.00 | 10,000.00 | 20,000.00 |
| 0085 | 804-05-00600 | Precast Concrete Test Piles (24") | 2 | EACH | 8,315.00 | 16,630.00 | 10,000.00 | 20,000.00 |
| 0086 | 804-09-00100 | Loading Test Piles | 4 | EACH | 150,000.00 | 600,000.00 | 25,000.00 | 100,000.00 |
| 0087 | 804-10-00100 | Reloading Test Piles | 2 | EACH | 15,000.00 | 30,000.00 | 1,500.00 | 3,000.00 |
| 0088 | 804-11-00100 | Redriving Test Piles | 2 | EACH | 1,200.00 | 2,400.00 | 750.00 | 1,500.00 |
| 0089 | 804-12-00100 | Loading Permanent Piles | 2 | EACH | 45,000.00 | 90,000.00 | 15,000.00 | 30,000.00 |
| 0090 | 804-17-00100 | Dynamic Monitoring | 34 | EACH | 800.00 | 27,200.00 | 2,000.00 | 68,000.00 |
| 0091 | 805-01-00300 | Class A Concrete (Box Culvert Headwalls) | 15.11 | CUYD | 3,000.00 | 45,330.00 | 1,475.00 | 22,287.25 |
| 0092 | 805-01-00400 | Class A Concrete (Retaining Walls) | 121.16 | CUYD | 550.00 | 66,638.00 | 400.00 | 48,464.00 |
| 0093 | 805-02-00200 | Class A(M) Concrete (Footings) Approach Bents | 1,834.76 | CUYD | 450.00 | 825,642.00 | 800.00 | 1,467,808.00 |
| 0094 | 805-02-00200 | Class A(M) Concrete (Footings) River Piers | 2,955.26 | CUYD | 500.00 | 1,477,630.00 | 800.00 | 2,364,208.00 |
| 0095 | 805-02-00300 | Class A(M) Concrete (Piers) Subshafts | 2,865.78 | CUYD | 550.00 | 1,576,179.00 | 800.00 | 2,292,624.00 |
| 0096 | 805-02-00400 | Class A(M) Concrete (Bents) Columns and Caps | 3,108.68 | CUYD | 900.00 | 2,797,812.00 | 800.00 | 2,486,944.00 |
| 0097 | 805-04-00100 | Class AA(M) Concrete | 5,009.52 | CUYD | 650.00 | 3,256,188.00 | 800.00 | 4,007,616.00 |
| 0098 | 805-07-00100 | Class S Concrete | 3,852.36 | CUYD | 400.00 | 1,540,944.00 | 350.00 | 1,348,326.00 |
| 0099 | 805-11-00100 | Strip Seal Joints | 396 | LNFT | 150.00 | 59,400.00 | 200.00 | 79,200.00 |
| 0100 | 806-01-00100 | Deformed Reinforcing Steel Retaining Wall | 13,441 | LB | 1.00 | 13,441.00 | 1.00 | 13,441.00 |
| 0101 | 806-01-00100 | Deformed Reinforcing Steel Box Culvert Headwalls | 1,038 | LB | 1.00 | 1,038.00 | 1.00 | 1,038.00 |
| 0102 | 806-01-00100 | Deformed Reinforcing Steel | 2,728,699 | LB | 1.00 | 2,728,699.00 | 1.00 | 2,728,699.00 |
| 0103 | 807-08-00100 | Structural Metalwork AASHTO M270, Grade HPS 70W | 1 | LUMP | 400,000.00 | 400,000.00 | 665,000.00 | 665,000.00 |
| 0104 | 807-08-00100 | Structural Metalwork Ladders, Cages, & Platforms | 1 | LUMP | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 |
| 0105 | 807-08-00100 | Structural Metalwork Anchor Bolts | 1 | LUMP | 50,000.00 | 50,000.00 | 20,000.00 | 20,000.00 |
| 0106 | 807-08-00100 | Structural Metalwork AASHTO M270, Grade 50W | 1 | LUMP | 6,159,000.00 | 6,159,000.00 | 5,000,000.00 | 5,000,000.00 |
| 0107 | 810-01-00100 | Concrete Railing (Standard Barrier) | 6,650 | LNFT | 65.00 | 432,250.00 | 65.00 | 432,250.00 |
| 0108 | 813-01-00100 | Concrete Approach Slabs | 390.5 | SQYD | 350.00 | 136,675.00 | 175.00 | 68,337.50 |
| 0109 | 814-01-00900 | Drilled Shaft (72"Diameter) | 1,960 | LNFT | 1,470.00 | 2,881,200.00 | 2,500.00 | 4,900,000.00 |
| 0110 | 814-04-00900 | Crosshole Sonic Logging (72" Diameter) | 30 | EACH | 7,800.00 | 234,000.00 | 2,000.00 | 60,000.00 |
| 0111 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphaltic Concrete Overlay | 84 | LNFT | 2.00 | 168.00 | 20.00 | 1,680.00 |
| 0112 | NS-724-00001 | Rumble Strips (Centerline Ground-In) | 0.7 | MILE | 458.60 | 321.02 | 10,500.00 | 7,350.00 |
| 0113 | NS-724-00002 | Rumble Strips (Shoulder Ground-In) | 1.4 | MILE | 458.60 | 642.04 | 10,500.00 | 14,700.00 |
| 0114 | NS-730-00001 | Navigational Lighting (Temporary) | 1 | LUMP | 20,000.00 | 20,000.00 | 30,000.00 | 30,000.00 |
| 0115 | NS-800-00004 | Disc Bearing | 16 | EACH | 12,500.00 | 200,000.00 | 15,000.00 | 240,000.00 |
| 0116 | NS-800-00060 | Deck Drainage System | 1 | LUMP | 80,000.00 | 80,000.00 | 100,000.00 | 100,000.00 |
| 0117 | NS-800-00100 | Load Testing a Drilled Shaft | 2 | EACH | 33,000.00 | 66,000.00 | 150,000.00 | 300,000.00 |
| 0118 | NS-800-00140 | Test Drilled Shaft (72" Diameter) | 2 | EACH | 650,000.00 | 1,300,000.00 | 250,000.00 | 500,000.00 |
| 0119 | NS-800-00160 | Steel Finger Joints | 88 | LNFT | 2,200.00 | 193,600.00 | 2,000.00 | 176,000.00 |
| 0120 | NS-800-00192 | Precast Prestressed Concrete Girder (Type BT-72) Class P (HPC) | 16,064 | LNFT | 175.00 | 2,811,200.00 | 270.00 | 4,337,280.00 |
| 0121 | NS-800-00560 | Deformed Reinforcing Steel (Stainless Steel) | 14,800 | LB | 4.00 | 59,200.00 | 4.00 | 59,200.00 |
| 0122 | NS-804-00001 | Vibration Monitoring | 200 | EACH | 330.00 | 66,000.00 | 800.00 | 160,000.00 |
| 0123 | NS-811-00004 | Navigational Clearance Gauge (Painted) | 2 | EACH | 7,500.00 | 15,000.00 | 50,000.00 | 100,000.00 |
| 0124 | 805-12-34000 | Reinforced Concrete Box Culverts (5' x 5') (Extension) | 10.8 | LNFT | 1,000.00 | 10,800.00 | 500.00 | 5,400.00 |
| CONTRACTOR TOTAL | 52,204,338.77 | 55,699,437.45 | ||||||