Proposal:H.008145.6
Parish:Lafourche
Routes:LA 1, LA 3235
Description:LA 1: LEEVILLE TO GOLDEN MEADOW (PHASE 2)
Type Construction:CLEARING AND GRUBBING, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, CLASS II BASE COURSE, ASPHALT CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, PERMANENT SHEETING, PRECAST CONCRETE PILES, STEEL PILES, CONCRETE SLAB SPAN BRIDGE, PRECAST PRESTRESSED CONCRETE GIRDER SPANS BRIDGE, DRILLED SHAFT FOUNDATIONS, ALTERNATE 1: 65' SPANS WITH 24" PPC PILES, PRECAST CONCRETE PILES(24”), PRECAST PRESTRESSED CONCRETE MEMBERS; ALTERNATE 2A: 108' SPANS WITH 24" PPC PILES, PRECAST CONCRETE PILES(24”), PRECAST PRESTRESSED CONCRETE MEMBERS; ALTERNATE 2B: 108' SPANS WITH 30" PPC PILES PRECAST CONCRETE PILES(30”), PRECAST PRESTRESSED CONCRETE MEMBERS; AND RELATED WORK.
Estimated Construction Cost:$514,393,028.04
Maximum Number of Days Allowed for Construction:2010
Calculated Daily User Cost:$30,000.00
| Rank | License | Bidder | Construction Bid | Bidder's Proposed
Contract Time | Total Bid |
| 1 | 34567 | James Construction Group LLC | $463,653,152.14 | 1740.00 | $515,853,152.14 |
| 2 | 47347 | Kiewit Louisiana Co. | $599,249,670.17 | 1014.00 | $629,669,670.17 |
| 3 | 01029 | Traylor Massman LA1 Joint Venture | $796,708,709.38 | 2010.00 | $857,008,709.38 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
James Construction Group LLC | - 2 -
Kiewit Louisiana Co. | - 3 -
Traylor Massman LA1 Joint Venture | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 11 | LUMP | 666,550.00 | 666,550.00 | 500,000.00 | 500,000.00 | 625,000.00 | 625,000.00 | | 0002 | 202-02-00030 | Removal of Abandoned Pipelines | 26,814 | LNFT | 35.00 | 938,490.00 | 150.00 | 4,022,100.00 | 75.00 | 2,011,050.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 128 | SQYD | 90.00 | 11,520.00 | 50.94 | 6,520.32 | 16.00 | 2,048.00 | | 0004 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 13,044 | SQYD | 3.00 | 39,132.00 | 6.55 | 85,438.20 | 7.00 | 91,308.00 | | 0005 | 202-02-04520 | Removal of Bridge Component (Articulated Concrete Barrier) | 202 | LNFT | 30.00 | 6,060.00 | 9.70 | 1,959.40 | 55.00 | 11,110.00 | | 0006 | 202-02-04540 | Removal of Bridge Component (Temporary Concrete Barrier) | 5 | EACH | 965.41 | 4,827.05 | 85.78 | 428.90 | 750.00 | 3,750.00 | | 0007 | 202-02-06100 | Removal of Concrete Walks and Drives | 110 | SQYD | 50.00 | 5,500.00 | 14.32 | 1,575.20 | 55.00 | 6,050.00 | | 0008 | 202-02-14000 | Removal of Gas Line | 570 | LNFT | 34.00 | 19,380.00 | 164.37 | 93,690.90 | 150.00 | 85,500.00 | | 0009 | 202-02-32100 | Removal of Pipe (Cross Drain) (According to Summary Table) | 859 | LNFT | 30.00 | 25,770.00 | 24.52 | 21,062.68 | 30.00 | 25,770.00 | | 0010 | 202-02-32120 | Removal of Pipe (Side Drain) (According to Summary Table) | 409 | LNFT | 32.00 | 13,088.00 | 25.94 | 10,609.46 | 20.00 | 8,180.00 | | 0011 | 202-02-32140 | Removal of Pipe (Storm Drain) (According to Summary Table) | 531 | LNFT | 35.00 | 18,585.00 | 24.85 | 13,195.35 | 22.00 | 11,682.00 | | 0012 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 13,044 | SQYD | 7.00 | 91,308.00 | 6.21 | 81,003.24 | 12.00 | 156,528.00 | | 0013 | 203-01-00100 | General Excavation | 11,609 | CUYD | 12.00 | 139,308.00 | 20.55 | 238,564.95 | 30.00 | 348,270.00 | | 0014 | 203-02-00100 | Drainage Excavation | 1,970 | CUYD | 10.00 | 19,700.00 | 15.40 | 30,338.00 | 30.00 | 59,100.00 | | 0015 | 203-03-00100 | Embankment | 15,873 | CUYD | 45.00 | 714,285.00 | 150.00 | 2,380,950.00 | 40.00 | 634,920.00 | | 0016 | 203-04-00200 | Nonplastic Embankment (Sand) | 669 | CUYD | 75.00 | 50,175.00 | 66.13 | 44,240.97 | 90.00 | 60,210.00 | | 0017 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 24 | EACH | 200.00 | 4,800.00 | 273.96 | 6,575.04 | 280.00 | 6,720.00 | | 0018 | 204-06-00100 | Temporary Silt Fencing | 6,075 | LNFT | 2.50 | 15,187.50 | 2.74 | 16,645.50 | 3.50 | 21,262.50 | | 0019 | 302-02-08570 | Class II Base Course (8-1/2" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 1,501.2 | SQYD | 30.00 | 45,036.00 | 25.23 | 37,875.28 | 32.00 | 48,038.40 | | 0020 | 302-02-10060 | Class II Base Course (10" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | 9,758.1 | SQYD | 35.00 | 341,533.50 | 26.79 | 261,419.50 | 40.00 | 390,324.00 | | 0021 | 401-01-00100 | Aggregate Surface Course (Net Section) | 433.9 | CUYD | 150.00 | 65,085.00 | 125.66 | 54,523.87 | 130.00 | 56,407.00 | | 0022 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 500 | CUYD | 165.00 | 82,500.00 | 125.67 | 62,835.00 | 200.00 | 100,000.00 | | 0023 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | 3,600 | SQYD | 45.00 | 162,000.00 | 45.20 | 162,720.00 | 58.00 | 208,800.00 | | 0024 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 400 | CUYD | 220.00 | 88,000.00 | 128.62 | 51,448.00 | 220.00 | 88,000.00 | | 0025 | 502-01-00100 | Asphalt Concrete | 1,108.7 | TON | 125.00 | 138,587.50 | 136.98 | 151,869.73 | 125.00 | 138,587.50 | | 0026 | 502-01-00100 | Asphalt Concrete (Leveling) | 191.5 | TON | 175.00 | 33,512.50 | 191.77 | 36,723.96 | 175.00 | 33,512.50 | | 0027 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 35.6 | TON | 500.00 | 17,800.00 | 547.91 | 19,505.60 | 500.00 | 17,800.00 | | 0028 | 509-01-00100 | Milling Asphalt Pavement | 7,341 | SQYD | 3.00 | 22,023.00 | 3.84 | 28,189.44 | 3.00 | 22,023.00 | | 0029 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -408 | CUYD | 0.01 | -4.08 | 0.01 | -4.08 | 0.01 | -4.08 | | 0030 | 601-01-00700 | Portland Cement Concrete Pavement (11" Thick) | 9,335.1 | SQYD | 140.00 | 1,306,914.00 | 153.41 | 1,432,097.69 | 110.00 | 1,026,861.00 | | 0031 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 15 | EACH | 185.00 | 2,775.00 | 111.29 | 1,669.35 | 350.00 | 5,250.00 | | 0032 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 108 | LNFT | 180.00 | 19,440.00 | 193.96 | 20,947.68 | 165.00 | 17,820.00 | | 0033 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 520 | LNFT | 190.00 | 98,800.00 | 154.24 | 80,204.80 | 240.00 | 124,800.00 | | 0034 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 373 | LNFT | 195.00 | 72,735.00 | 153.14 | 57,121.22 | 195.00 | 72,735.00 | | 0035 | 701-03-01002 | Storm Drain Pipe (15" RCP/RPVCP) | 200 | LNFT | 150.00 | 30,000.00 | 100.33 | 20,066.00 | 90.00 | 18,000.00 | | 0036 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) | 511 | LNFT | 155.00 | 79,205.00 | 94.65 | 48,366.15 | 104.00 | 53,144.00 | | 0037 | 701-04-01040 | Storm Drain Pipe Arch (24" Equiv. RCPA) | 43 | LNFT | 155.00 | 6,665.00 | 276.95 | 11,908.85 | 130.00 | 5,590.00 | | 0038 | 701-06-01040 | Side Drain Pipe Arch (24" Equiv. RCPA/CMPA) | 352 | LNFT | 150.00 | 52,800.00 | 92.31 | 32,493.12 | 90.00 | 31,680.00 | | 0039 | 701-06-01060 | Side Drain Pipe Arch (30" Equiv. RCPA/CMPA) | 96 | LNFT | 185.00 | 17,760.00 | 140.46 | 13,484.16 | 125.00 | 12,000.00 | | 0040 | 702-02-00100 | Manholes (MH-06) | 3 | EACH | 11,000.00 | 33,000.00 | 7,163.24 | 21,489.72 | 6,250.00 | 18,750.00 | | 0041 | 702-03-00100 | Catch Basins (CB-01) | 4 | EACH | 8,500.00 | 34,000.00 | 6,412.87 | 25,651.48 | 3,500.00 | 14,000.00 | | 0042 | 702-03-00500 | Catch Basins (CB-06) | 1 | EACH | 8,500.00 | 8,500.00 | 6,774.00 | 6,774.00 | 5,000.00 | 5,000.00 | | 0043 | 702-04-00200 | Adjusting Catch Basins | 4 | EACH | 5,000.00 | 20,000.00 | 8,047.17 | 32,188.68 | 2,400.00 | 9,600.00 | | 0044 | 702-04-00210 | Convert Catch Basins to Manholes | 1 | EACH | 5,500.00 | 5,500.00 | 8,039.41 | 8,039.41 | 2,300.00 | 2,300.00 | | 0045 | 704-01-02000 | Guard Rail (DoubleThrie Beam) (3'-1 1/2" post spacing) | 30.1 | LNFT | 65.00 | 1,956.50 | 119.44 | 3,595.14 | 65.00 | 1,956.50 | | 0046 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 1,355 | LNFT | 24.00 | 32,520.00 | 41.81 | 56,652.55 | 30.00 | 40,650.00 | | 0047 | 704-05-00300 | Guard Rail Anchor Sections - 31", (Trailing End) | 9.9 | LNFT | 125.00 | 1,237.50 | 155.28 | 1,537.27 | 125.00 | 1,237.50 | | 0048 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 125 | LNFT | 115.00 | 14,375.00 | 131.39 | 16,423.75 | 120.00 | 15,000.00 | | 0049 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 1 | EACH | 2,850.00 | 2,850.00 | 4,061.11 | 4,061.11 | 3,000.00 | 3,000.00 | | 0050 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 3 | EACH | 3,050.00 | 9,150.00 | 4,300.00 | 12,900.00 | 3,000.00 | 9,000.00 | | 0051 | 704-10-00305 | Guard Rail End Treatment, MASH, (TL-3 Bi-Directional) | 1 | EACH | 13,000.00 | 13,000.00 | 15,229.16 | 15,229.16 | 14,000.00 | 14,000.00 | | 0052 | 705-06-00400 | Chain Link Fence (7 Foot Height) | 70 | LNFT | 75.82 | 5,307.40 | 83.09 | 5,816.30 | 100.00 | 7,000.00 | | 0053 | 705-08-03060 | 8-Foot Double Gates for Chain Link Fence (7-Foot Height) | 1 | DBGT | 2,100.00 | 2,100.00 | 2,691.14 | 2,691.14 | 2,500.00 | 2,500.00 | | 0054 | 706-02-00200 | Concrete Drive (6" Thick) | 97.8 | SQYD | 100.00 | 9,780.00 | 109.58 | 10,716.92 | 120.00 | 11,736.00 | | 0055 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 527.5 | SQYD | 60.00 | 31,650.00 | 87.67 | 46,245.93 | 125.00 | 65,937.50 | | 0056 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 673.7 | SQYD | 85.00 | 57,264.50 | 98.62 | 66,440.29 | 140.00 | 94,318.00 | | 0057 | 707-01-00100 | Concrete Curb | 1,955 | LNFT | 60.00 | 117,300.00 | 32.87 | 64,260.85 | 33.00 | 64,515.00 | | 0058 | 711-01-02000 | Riprap (10 lb, 10" Thick) | 6,970 | SQYD | 50.00 | 348,500.00 | 75.00 | 522,750.00 | 120.00 | 836,400.00 | | 0059 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 6,970 | SQYD | 150.00 | 1,045,500.00 | 80.00 | 557,600.00 | 80.00 | 557,600.00 | | 0060 | 711-04-00100 | Geotextile Fabric | 12,855 | SQYD | 3.00 | 38,565.00 | 2.00 | 25,710.00 | 3.00 | 38,565.00 | | 0061 | 712-01-00300 | Concrete Cast-in-Place Revetment (6" Thick) | 974 | SQYD | 140.00 | 136,360.00 | 150.00 | 146,100.00 | 250.00 | 243,500.00 | | 0062 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 185,000.00 | 185,000.00 | 5,000,000.00 | 5,000,000.00 | 150,000.00 | 150,000.00 | | 0063 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 3,000 | LNFT | 0.50 | 1,500.00 | 5.48 | 16,440.00 | 0.50 | 1,500.00 | | 0064 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,273 | SQYD | 3.00 | 3,819.00 | 2.74 | 3,488.02 | 3.00 | 3,819.00 | | 0065 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 130,000.00 | 130,000.00 | 150,000.00 | 150,000.00 | 100,000.00 | 100,000.00 | | 0066 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.86 | MILE | 500.00 | 430.00 | 3,185.53 | 2,739.56 | 1,950.00 | 1,677.00 | | 0067 | 726-01-00100 | Bedding Material | 216.6 | CUYD | 110.00 | 23,826.00 | 82.55 | 17,880.33 | 125.00 | 27,075.00 | | 0068 | 727-01-00100 | Mobilization | 1 | LUMP | 69,500,000.00 | 69,500,000.00 | 89,000,000.00 | 89,000,000.00 | 120,000,000.00 | 120,000,000.00 | | 0069 | 729-10-00010 | Mounting (Overhead Truss) (Structure Mounted) (48' Span) | 1 | EACH | 93,400.00 | 93,400.00 | 214,093.09 | 214,093.09 | 95,000.00 | 95,000.00 | | 0070 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 75.00 | 300.00 | 107.50 | 430.00 | 80.00 | 320.00 | | 0071 | 731-02-00100 | Reflectorized Raised Pavement Markers | 12,241 | EACH | 8.50 | 104,048.50 | 10.96 | 134,161.36 | 8.00 | 97,928.00 | | 0072 | 732-01-01000 | Plastic Pavement Striping (4" Width) (Thermoplastic 90 mil) | 28.666 | LNFT | 10.00 | 286.66 | 27.40 | 785.45 | 10.00 | 286.66 | | 0073 | 732-01-01040 | Plastic Pavement Striping (8" Width) (Thermoplastic 90 mil) | 4,560 | LNFT | 4.00 | 18,240.00 | 8.77 | 39,991.20 | 4.00 | 18,240.00 | | 0074 | 732-01-01060 | Plastic Pavement Striping (12" Width) (Thermoplastic 90 mil) | 2,711 | LNFT | 7.50 | 20,332.50 | 13.15 | 35,649.65 | 6.00 | 16,266.00 | | 0075 | 732-01-02080 | Plastic Pavement Striping (24" Width) (Thermoplastic 125 mil) | 162 | LNFT | 15.00 | 2,430.00 | 54.79 | 8,875.98 | 15.00 | 2,430.00 | | 0076 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.413 | MILE | 8,500.00 | 88,510.50 | 9,317.15 | 97,019.48 | 5,000.00 | 52,065.00 | | 0077 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 5 | EACH | 450.00 | 2,250.00 | 1,643.73 | 8,218.65 | 400.00 | 2,000.00 | | 0078 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 5 | EACH | 450.00 | 2,250.00 | 1,643.73 | 8,218.65 | 400.00 | 2,000.00 | | 0079 | 732-04-25020 | Plastic Pavement Legends and Symbols (Yield Line) | 51 | EACH | 150.00 | 7,650.00 | 1,643.73 | 83,830.23 | 125.00 | 6,375.00 | | 0080 | 736-10-00100 | Underground Junction Box (Type D) | 4 | EACH | 685.37 | 2,741.48 | 751.04 | 3,004.16 | 600.00 | 2,400.00 | | 0081 | 736-10-00500 | Underground Junction Box (Type H) | 14 | EACH | 1,847.54 | 25,865.56 | 2,024.57 | 28,343.98 | 2,000.00 | 28,000.00 | | 0082 | 736-12-01001 | Conductor (1c, #1 awg) | 39,882 | LNFT | 5.68 | 226,529.76 | 6.22 | 248,066.04 | 6.00 | 239,292.00 | | 0083 | 736-12-01004 | Conductor (1c, #4 awg) | 6,236 | LNFT | 5.11 | 31,865.96 | 5.60 | 34,921.60 | 6.00 | 37,416.00 | | 0084 | 736-12-01008 | Conductor (1c, #8 awg) | 2,301 | LNFT | 3.54 | 8,145.54 | 3.88 | 8,927.88 | 4.00 | 9,204.00 | | 0085 | 736-12-01300 | Conductor (1c, #3/0 awg) | 72,456 | LNFT | 10.58 | 766,584.48 | 11.59 | 839,765.04 | 10.00 | 724,560.00 | | 0086 | 737-05-00001 | Painted Curbs and Islands | 20 | SQYD | 70.00 | 1,400.00 | 164.37 | 3,287.40 | 50.00 | 1,000.00 | | 0087 | 739-01-00100 | Hydro-Seeding | 4.9 | ACRE | 2,800.00 | 13,720.00 | 2,795.46 | 13,697.75 | 3,500.00 | 17,150.00 | | 0088 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,500,000.00 | 2,500,000.00 | 5,000,000.00 | 5,000,000.00 | 2,000,000.00 | 2,000,000.00 | | 0089 | 802-02-00100 | Permanent Sheeting (Steel) | 24,525 | SQFT | 35.00 | 858,375.00 | 50.00 | 1,226,250.00 | 35.00 | 858,375.00 | | 0090 | 803-01-00600 | Drilled Shaft (48" Diameter) | 20 | LNFT | 3,616.55 | 72,331.00 | 3,963.09 | 79,261.80 | 3,500.00 | 70,000.00 | | 0091 | 803-01-00800 | Drilled Shaft (60" Diameter) | 25 | LNFT | 3,995.68 | 99,892.00 | 4,378.55 | 109,463.75 | 4,000.00 | 100,000.00 | | 0092 | 804-01-00400 | Precast Concrete Piles (18") | 56,977 | LNFT | 119.00 | 6,780,263.00 | 80.00 | 4,558,160.00 | 100.00 | 5,697,700.00 | | 0093 | 804-03-00800 | Steel Piles (HP 14x73) | 10,670 | LNFT | 113.00 | 1,205,710.00 | 100.00 | 1,067,000.00 | 130.00 | 1,387,100.00 | | 0094 | 804-05-00400 | Precast Concrete Test Piles (18") | 1 | EACH | 60,000.00 | 60,000.00 | 50,000.00 | 50,000.00 | 40,000.00 | 40,000.00 | | 0095 | 804-09-00400 | Static Load Test (Precast Concrete Piles (18")) | 1 | EACH | 85,000.00 | 85,000.00 | 250,000.00 | 250,000.00 | 50,000.00 | 50,000.00 | | 0096 | 804-15-00100 | Dynamic Monitoring Instrumentation | 1 | LUMP | 10,000.00 | 10,000.00 | 210,000.00 | 210,000.00 | 100,000.00 | 100,000.00 | | 0097 | 804-18-00100 | Vibration Monitoring | 154 | DAY | 670.00 | 103,180.00 | 172.38 | 26,546.52 | 1,000.00 | 154,000.00 | | 0098 | 805-01-00100 | Class A1 Concrete (Slab Span) | 4,503.44 | CUYD | 950.00 | 4,278,268.00 | 1,350.00 | 6,079,644.00 | 1,500.00 | 6,755,160.00 | | 0099 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 1,179 | CUYD | 1,500.00 | 1,768,500.00 | 1,800.00 | 2,122,200.00 | 2,500.00 | 2,947,500.00 | | 0100 | 805-01-00900 | Class A1 Concrete (DMS Platform) | 12.67 | CUYD | 4,500.00 | 57,015.00 | 7,500.00 | 95,025.00 | 5,000.00 | 63,350.00 | | 0101 | 805-01-00900 | Class A1 Concrete (T-Wall) | 411.35 | CUYD | 950.00 | 390,782.50 | 1,500.00 | 617,025.00 | 1,300.00 | 534,755.00 | | 0102 | 805-04-00200 | Class MASS(A1) Concrete (Column) | 1,358.25 | CUYD | 965.00 | 1,310,711.25 | 1,350.00 | 1,833,637.50 | 1,700.00 | 2,309,025.00 | | 0103 | 805-04-00300 | Class MASS(A1) Concrete (Footing) | 5,917.44 | CUYD | 900.00 | 5,325,696.00 | 1,200.00 | 7,100,928.00 | 2,500.00 | 14,793,600.00 | | 0104 | 805-08-01700 | Precast-Prestressed Concrete Girder (Type LG-78) | 16,423 | LNFT | 400.00 | 6,569,200.00 | 650.00 | 10,674,950.00 | 1,000.00 | 16,423,000.00 | | 0106 | 807-02-00100 | Structural Metalwork (Anchor Bolts) (Stainless) | 7,149 | LUMP | 165,000.00 | 165,000.00 | 150,000.00 | 150,000.00 | 200,000.00 | 200,000.00 | | 0107 | 807-04-00100 | Structural Metalwork (Dowel) (Stainless) | 4,108 | LUMP | 300,000.00 | 300,000.00 | 75,000.00 | 75,000.00 | 200,000.00 | 200,000.00 | | 0108 | 807-04-00100 | Structural Metalwork (Plate Girders) | 323,187 | LUMP | 1,100,000.00 | 1,100,000.00 | 2,080,000.00 | 2,080,000.00 | 1,200,000.00 | 1,200,000.00 | | 0110 | 807-04-00100 | Structural Metalwork (Tie Rods) | 1,224 | LUMP | 64,865.00 | 64,865.00 | 25,750.00 | 25,750.00 | 150,000.00 | 150,000.00 | | 0111 | 811-03-00100 | Navigation Clearance Gauge (Painted) | 2 | EACH | 7,500.00 | 15,000.00 | 5,843.00 | 11,686.00 | 1,500.00 | 3,000.00 | | 0112 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 7,267 | SQFT | 110.00 | 799,370.00 | 100.00 | 726,700.00 | 50.00 | 363,350.00 | | 0113 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | 3,604 | SFIN | 65.00 | 234,260.00 | 80.00 | 288,320.00 | 150.00 | 540,600.00 | | 0114 | 816-01-00100 | Bridge Deck Drainage System (Collection) | 1 | LUMP | 15,000.00 | 15,000.00 | 50,000.00 | 50,000.00 | 25,000.00 | 25,000.00 | | 0115 | 817-02-00100 | Construction Access Bridge | 1 | LUMP | 42,045,000.00 | 42,045,000.00 | 84,000,000.00 | 84,000,000.00 | 103,700,000.00 | 103,700,000.00 | | 0116 | 818-01-00100 | Pier Protection System (Marine) (Piers 2A-30 and 2A-31) | 1 | LUMP | 44,566.15 | 44,566.15 | 75,000.00 | 75,000.00 | 50,000.00 | 50,000.00 | | 0117 | 822-01-00100 | Trenching and Backfilling | 4,468 | LNFT | 7.59 | 33,912.12 | 8.32 | 37,173.76 | 9.00 | 40,212.00 | | 0118 | 822-02-00500 | Conduit w Conductors (PVC/HDPE) (2") (12#10, 1#10 Green Insulated Ground) | 150 | LNFT | 20.69 | 3,103.50 | 22.67 | 3,400.50 | 20.00 | 3,000.00 | | 0119 | 822-02-00500 | Conduit w Conductors (PVC/HDPE) (2") (2#10, 1#10 Green Insulated Ground) | 925 | LNFT | 13.69 | 12,663.25 | 15.00 | 13,875.00 | 14.00 | 12,950.00 | | 0120 | 822-02-00500 | Conduit w Conductors (PVC/HDPE) (2") (3#2, 1#1 Green Insulated Ground) | 75 | LNFT | 23.93 | 1,794.75 | 26.22 | 1,966.50 | 24.00 | 1,800.00 | | 0121 | 822-02-00500 | Conduit w Conductors (PVC/HDPE) (2") (4#10, 1#10 Green Insulated Ground) | 905 | LNFT | 15.09 | 13,656.45 | 16.54 | 14,968.70 | 16.00 | 14,480.00 | | 0122 | 822-02-00700 | Conduit w Conductors (PVC/HDPE) (3") (2-24 Strand FOC) | 3,190 | LNFT | 20.09 | 64,087.10 | 22.02 | 70,243.80 | 20.00 | 63,800.00 | | 0123 | 822-02-02200 | Conduit w Conductors (Rigid Galv Steel) (1") (PVC Coated) (2#10, 1#10 Green Insulated Ground) | 1,145 | LNFT | 53.66 | 61,440.70 | 58.80 | 67,326.00 | 35.00 | 40,075.00 | | 0124 | 822-02-02200 | Conduit w Conductors (Rigid Galv Steel) (1") (PVC Coated) (3#8, 1#8 Green Insulated Ground) | 32 | LNFT | 56.39 | 1,804.48 | 61.79 | 1,977.28 | 50.00 | 1,600.00 | | 0125 | 822-02-02200 | Conduit w Conductors (Rigid Galv Steel) (1") (PVC Coated) (4#10, 1#10 Green Insulated Ground) | 3,425 | LNFT | 55.06 | 188,580.50 | 60.34 | 206,664.50 | 50.00 | 171,250.00 | | 0126 | 822-02-02300 | Conduit w Conductors (Rigid Galv Steel) (1-1/4") (PVC Coated) (3#4, 1#4 Green Insulated Ground) | 2,825 | LNFT | 73.98 | 208,993.50 | 81.07 | 229,022.75 | 70.00 | 197,750.00 | | 0127 | 822-02-02300 | Conduit w Conductors (Rigid Galv Steel) (1-1/4") (PVC Coated) (8#10, 1#10 Green Insulated Ground) | 240 | LNFT | 69.57 | 16,696.80 | 76.24 | 18,297.60 | 70.00 | 16,800.00 | | 0128 | 822-02-02400 | Conduit w Conductors (Rigid Galv Steel) (1-1/2") (PVC Coated) (3#2, 1#2 Green Insulated Ground) | 20 | LNFT | 104.08 | 2,081.60 | 114.05 | 2,281.00 | 100.00 | 2,000.00 | | 0129 | 822-02-04500 | Conduit w Conductors (Fiberglass) (2") (SCH 80, Empty) | 104 | LNFT | 73.11 | 7,603.44 | 80.12 | 8,332.48 | 75.00 | 7,800.00 | | 0130 | 822-02-04700 | Conduit w Conductors (Fiberglass) (3") (SCH 80, Empty) | 183,487 | LNFT | 80.00 | 14,678,960.00 | 79.94 | 14,667,950.78 | 75.00 | 13,761,525.00 | | 0131 | 822-03-00100 | Conductors in Existing Conduit (4#10, 1#10 Green Insulated Ground) | 260 | LNFT | 73.11 | 19,008.60 | 7.05 | 1,833.00 | 7.00 | 1,820.00 | | 0133 | 822-05-00200 | Light Pole (40') (Steel) (Single Arm) | 37 | EACH | 4,738.65 | 175,330.05 | 5,192.71 | 192,130.27 | 4,500.00 | 166,500.00 | | 0134 | 822-07-02800 | Luminaire (LED) | 37 | EACH | 4,738.65 | 175,330.05 | 654.51 | 24,216.87 | 750.00 | 27,750.00 | | 0135 | 822-08-00300 | Electrical Service Point (As Shown on One Line Diagram) | 3 | EACH | 39,010.89 | 117,032.67 | 42,748.91 | 128,246.73 | 40,000.00 | 120,000.00 | | 0136 | 822-09-00100 | Electrical System | 1 | LUMP | 31,981.91 | 31,981.91 | 35,046.42 | 35,046.42 | 30,000.00 | 30,000.00 | | 0137 | 822-09-00100 | Electrical System (Navigational Lighting) | 1 | LUMP | 104,269.16 | 104,269.16 | 114,260.23 | 114,260.23 | 100,000.00 | 100,000.00 | | 0138 | 822-16-00100 | Underground Junction Box (12" x 12") | 12 | EACH | 582.82 | 6,993.84 | 638.67 | 7,664.04 | 600.00 | 7,200.00 | | 0139 | 822-16-00200 | Underground Junction Box (11" x 18") | 8 | EACH | 966.81 | 7,734.48 | 1,059.45 | 8,475.60 | 1,000.00 | 8,000.00 | | 0140 | 822-17-00400 | Structure Junction Box (Stainless Steel) | 247 | EACH | 2,575.30 | 636,099.10 | 2,822.07 | 697,051.29 | 2,500.00 | 617,500.00 | | 0141 | 822-17-00400 | Structure Junction Box (Stainless Steel) (10" x 8" x 4") | 26 | EACH | 1,478.40 | 38,438.40 | 1,620.06 | 42,121.56 | 1,500.00 | 39,000.00 | | 0142 | 822-19-00100 | Modular Breakaway Cable System | 12 | EACH | 2,566.55 | 30,798.60 | 2,812.48 | 33,749.76 | 2,500.00 | 30,000.00 | | 0143 | 822-20-00100 | Disconnect (Service) | 2 | EACH | 4,955.65 | 9,911.30 | 5,430.50 | 10,861.00 | 5,000.00 | 10,000.00 | | 0144 | 822-21-00100 | Duct Marker (Concrete) | 6 | EACH | 566.65 | 3,399.90 | 620.95 | 3,725.70 | 600.00 | 3,600.00 | | 0145 | 822-22-00300 | Underground Marker Tape (6")(Detectable) | 1,740 | LNFT | 0.74 | 1,287.60 | 0.81 | 1,409.40 | 1.00 | 1,740.00 | | 0146 | NS-700-00860 | Impact Attenuator (Low Maintenance, Test Level 3) | 3 | EACH | 28,000.00 | 84,000.00 | 38,819.42 | 116,458.26 | 35,000.00 | 105,000.00 | | 0147 | NS-719-00001 | Tree Protection Fencing | 1 | LUMP | 7,500.00 | 7,500.00 | 65,000.00 | 65,000.00 | 25,000.00 | 25,000.00 | | 0148 | NS-722-00002 | Modular Office Building | 1 | LUMP | 156,000.00 | 156,000.00 | 280,000.00 | 280,000.00 | 250,000.00 | 250,000.00 | | 0149 | NS-727-00003 | Secure Project Site | 12 | EACH | 92,000.00 | 1,104,000.00 | 150,000.00 | 1,800,000.00 | 500,000.00 | 6,000,000.00 | | 0150 | NS-822-00165 | Light Pole Foundation (14' Length) | 12 | EACH | 3,545.15 | 42,541.80 | 3,884.85 | 46,618.20 | 3,500.00 | 42,000.00 | | 0151 | NS-ITS-04020 | Fiber Optic Cable, SM, Furnish & Install, 13-48 Fibers | 11,168 | LNFT | 4.41 | 49,250.88 | 4.83 | 53,941.44 | 5.00 | 55,840.00 | | 0152 | NS-ITS-05025 | Splice Closure, Outdoor, Furnish & Install | 3 | EACH | 801.71 | 2,405.13 | 878.53 | 2,635.59 | 800.00 | 2,400.00 | | 0153 | NS-ITS-07220 | ITS Controller Cabinet, Pad Mount, Furnish & Install | 2 | EACH | 26,776.33 | 53,552.66 | 29,342.04 | 58,684.08 | 25,000.00 | 50,000.00 | | 0154 | NS-ITS-10060 | Electrical Service (MPZB3S40FSS, MINI PWR-ZONE DRY 1PH 3KVA 480V-120/240V) | 7 | EACH | 20,890.80 | 146,235.60 | 22,892.56 | 160,247.92 | 20,000.00 | 140,000.00 | | 0238 | 202-02-00010 | Removal of Light Pole Base | 6 | EACH | 151.55 | 909.30 | 994.52 | 5,967.12 | 150.00 | 900.00 | | 0239 | 202-02-00010 | Removal of Light Pole | 1 | EACH | 816.50 | 816.50 | 894.41 | 894.41 | 1,000.00 | 1,000.00 | | 0240 | 822-04-00200 | Jacked or Bored Casing (6" Dia) (PVC/HDPE) | 1,121 | LNFT | 51.34 | 57,552.14 | 56.26 | 63,067.46 | 50.00 | 56,050.00 | | 0241 | 822-05-00200 | Light Pole (40') (Steel) (Single Arm) (Phase 2E) | 16 | EACH | 4,738.65 | 75,818.40 | 5,192.71 | 83,083.36 | 5,000.00 | 80,000.00 | | 0242 | 822-07-02800 | Luminaire (LED) (Phase 2E) | 16 | EACH | 597.28 | 9,556.48 | 654.51 | 10,472.16 | 600.00 | 9,600.00 | | 0243 | 830-01-00100 | Bridge Superstructure Repair (Light Support Retrofit)(Phase 2E) | 6 | EACH | 17,242.94 | 103,457.64 | 5,553.18 | 33,319.08 | 9,500.00 | 57,000.00 | | 0244 | 510-01-00250 | Pavement Patching (14 inch Minimum Thickness) (According to Plans) | 1,469 | SQYD | 110.00 | 161,590.00 | 120.54 | 177,073.26 | 150.00 | 220,350.00 | | | | SUBTOTAL GENERAL | | | | 173,662,540 | | 255,979,355 | | 313,641,203 | | | | | | | | | | | | | | | Alternate AA1 | Alternate 1 (65' Spans with 24" PPC Piles) | | | | | | | | | | | | | | | | | | | | | | 0155 | 804-01-00600 | Precast Concrete Piles (24") | 554,349 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 225.00 | 124,728,525.00 | | 0156 | 804-01-00700 | Precast Concrete Piles (30") | 56,489 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 300.00 | 16,946,700.00 | | 0157 | 804-05-00600 | Precast Concrete Test Piles (24") | 9 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 40,000.00 | 360,000.00 | | 0158 | 804-05-00700 | Precast Concrete Test Piles (30") | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 75,000.00 | 300,000.00 | | 0159 | 804-09-00600 | Static Load Test (Precast Concrete Piles (24")) | 9 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 85,000.00 | 765,000.00 | | 0160 | 804-09-00700 | Static Load Test (Precast Concrete Piles (30")) | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 100,000.00 | 400,000.00 | | 0161 | 804-10-00600 | Precast Concrete Indicator Piles (24") | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 50,000.00 | 50,000.00 | | 0162 | 804-14-00100 | Dynamic Monitoring Assistance | 1,661 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 1,000.00 | 1,661,000.00 | | 0163 | 805-01-00200 | Class A1 Concrete (Deck) | 60,235.24 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 2,000.00 | 120,470,480.00 | | 0164 | 805-04-00100 | Class MASS(A1) Concrete (Bent Cap) | 5,139.07 | CUYD | 0.00 | 0.00 | 0.00 | 0.00 | 3,000.00 | 15,417,210.00 | | 0165 | 805-08-01200 | Precast-Prestressed Concrete Girder (Type LG-36) | 158,863 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 530.00 | 84,197,390.00 | | 0166 | 805-08-01400 | Precast-Prestressed Concrete Girder (Type LG-54) | 8,153 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 750.00 | 6,114,750.00 | | 0167 | 805-11-00100 | Precast Concrete Members (Bent Type 24-E-4) | 437 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 100,000.00 | 43,700,000.00 | | 0168 | 805-11-00100 | Precast Concrete Members (Bent Type 24-E-5) | 10 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 100,000.00 | 1,000,000.00 | | 0169 | 805-11-00100 | Precast Concrete Members (Bent Type 24-F-6) | 97 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 110,000.00 | 10,670,000.00 | | 0170 | 805-11-00100 | Precast Concrete Members (Bent Type 24-F-6CCTV) | 4 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 130,000.00 | 520,000.00 | | 0171 | 805-11-00100 | Precast Concrete Members (Bent Type 24-F-7) | 10 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 110,000.00 | 1,100,000.00 | | 0172 | 805-11-00100 | Precast Concrete Members (Bent Type 2B-4) | 1 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 150,000.00 | 150,000.00 | | 0173 | 805-11-00100 | Precast Concrete Members (Bent Type E-25-SKEW) | 2 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 100,000.00 | 200,000.00 | | 0174 | 805-11-00100 | Precast Concrete Members (Bent Type E-43-SKEW) | 6 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 110,000.00 | 660,000.00 | | 0175 | 805-11-00100 | Precast Concrete Members (Bent Type F-43-SKEW) | 3 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 160,000.00 | 480,000.00 | | 0176 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 551,789 | SQFT | 0.00 | 0.00 | 0.00 | 0.00 | 3.00 | 1,655,367.00 | | 0177 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 551,789 | SQFT | 0.00 | 0.00 | 0.00 | 0.00 | 4.00 | 2,207,156.00 | | 0178 | 806-01-00100 | Deformed Reinforcing Steel | 24,682,056 | LB | 0.00 | 0.00 | 0.00 | 0.00 | 1.40 | 34,554,878.40 | | 0179 | 807-04-00100 | Structural Metalwork (Diaphragm Rods) | 22,244 | LUMP | 0.00 | 0.00 | 0.00 | 0.00 | 25,000.00 | 25,000.00 | | 0180 | 810-01-00100 | Concrete Bridge Railing (Standard) | 45,252 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 4,525,200.00 | | 0181 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 47,461 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 4,746,100.00 | | 0182 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 38,070 | SFIN | 0.00 | 0.00 | 0.00 | 0.00 | 100.00 | 3,807,000.00 | | 0183 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 6,623 | LNFT | 0.00 | 0.00 | 0.00 | 0.00 | 250.00 | 1,655,750.00 | | | | SUBTOTAL ALT AA1 | | | | 00 | | 00 | | 483,067,506 | | | | | | | | | | | | | | | Alternate AA3 | Alternate 2B (108' Spans with 30" PPC Piles) | | | | | | | | | | | | | | | | | | | | | | 0208 | 804-01-00600 | Precast Concrete Piles (24") | 124,532 | LNFT | 172.00 | 21,419,504.00 | 135.00 | 16,811,820.00 | 0.00 | 0.00 | | 0209 | 804-01-00700 | Precast Concrete Piles (30") | 350,708 | LNFT | 235.00 | 82,416,380.00 | 240.00 | 84,169,920.00 | 0.00 | 0.00 | | 0210 | 804-05-00700 | Precast Concrete Test Piles (30") | 10 | EACH | 115,000.00 | 1,150,000.00 | 50,000.00 | 500,000.00 | 0.00 | 0.00 | | 0211 | 804-09-00700 | Static Load Test (Precast Concrete Piles (30")) | 10 | EACH | 108,737.77 | 1,087,377.70 | 250,000.00 | 2,500,000.00 | 0.00 | 0.00 | | 0212 | 804-10-00700 | Precast Concrete Indicator Piles (30") | 1 | EACH | 100,000.00 | 100,000.00 | 50,000.00 | 50,000.00 | 0.00 | 0.00 | | 0213 | 804-14-00100 | Dynamic Monitoring Assistance | 1,217 | EACH | 1,533.47 | 1,866,232.99 | 500.00 | 608,500.00 | 0.00 | 0.00 | | 0214 | 805-01-00200 | Class A1 Concrete (Deck) | 62,971.95 | CUYD | 850.00 | 53,526,157.50 | 1,250.00 | 78,714,937.50 | 0.00 | 0.00 | | 0215 | 805-04-00100 | Class MASS(A1) Concrete (Bent Cap) | 5,067.92 | CUYD | 1,200.00 | 6,081,504.00 | 1,650.00 | 8,362,068.00 | 0.00 | 0.00 | | 0216 | 805-08-01200 | Precast-Prestressed Concrete Girder (Type LG-36) | 14,148 | LNFT | 330.00 | 4,668,840.00 | 350.00 | 4,951,800.00 | 0.00 | 0.00 | | 0217 | 805-08-01400 | Precast-Prestressed Concrete Girder (Type LG-54) | 12,298 | LNFT | 400.00 | 4,919,200.00 | 425.00 | 5,226,650.00 | 0.00 | 0.00 | | 0218 | 805-08-01500 | Precast-Prestressed Concrete Girders (Type LG-63) | 141,013 | LNFT | 350.00 | 49,354,550.00 | 500.00 | 70,506,500.00 | 0.00 | 0.00 | | 0219 | 805-11-00100 | Precast Concrete Members (Bent 2B-340) | 1 | EACH | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | 0.00 | 0.00 | | 0220 | 805-11-00100 | Precast Concrete Members (Bent 2B-52) | 1 | EACH | 60,000.00 | 60,000.00 | 75,000.00 | 75,000.00 | 0.00 | 0.00 | | 0221 | 805-11-00100 | Precast Concrete Members (Bent 2B-7) | 1 | EACH | 170,000.00 | 170,000.00 | 75,000.00 | 75,000.00 | 0.00 | 0.00 | | 0222 | 805-11-00100 | Precast Concrete Members (Bent 2B-9) | 1 | EACH | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | 0.00 | 0.00 | | 0223 | 805-11-00100 | Precast Concrete Members (Bent Type 2B-252) | 1 | EACH | 70,000.00 | 70,000.00 | 75,000.00 | 75,000.00 | 0.00 | 0.00 | | 0224 | 805-11-00100 | Precast Concrete Members (Bent Type 30-E-4) | 187 | EACH | 45,000.00 | 8,415,000.00 | 75,000.00 | 14,025,000.00 | 0.00 | 0.00 | | 0225 | 805-11-00100 | Precast Concrete Members (Bent Type 30-E-5) | 38 | EACH | 45,000.00 | 1,710,000.00 | 75,000.00 | 2,850,000.00 | 0.00 | 0.00 | | 0226 | 805-11-00100 | Precast Concrete Members (Bent Type 30-F-6) | 100 | EACH | 75,000.00 | 7,500,000.00 | 75,000.00 | 7,500,000.00 | 0.00 | 0.00 | | 0227 | 805-11-00100 | Precast Concrete Members (Bent Type 30-F-6CCTV) | 4 | EACH | 95,000.00 | 380,000.00 | 75,000.00 | 300,000.00 | 0.00 | 0.00 | | 0228 | 805-11-00100 | Precast Concrete Members (Bent Type 30F-7) | 11 | EACH | 90,000.00 | 990,000.00 | 75,000.00 | 825,000.00 | 0.00 | 0.00 | | 0229 | 805-11-00100 | Precast Concrete Members (Bent Type E-43-SKEW) | 5 | EACH | 75,000.00 | 375,000.00 | 75,000.00 | 375,000.00 | 0.00 | 0.00 | | 0230 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 553,636 | SQFT | 1.50 | 830,454.00 | 1.00 | 553,636.00 | 0.00 | 0.00 | | 0231 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 553,636 | SQFT | 0.50 | 276,818.00 | 0.50 | 276,818.00 | 0.00 | 0.00 | | 0232 | 806-01-00100 | Deformed Reinforcing Steel | 24,171,011 | LB | 1.26 | 30,455,473.86 | 1.28 | 30,938,894.08 | 0.00 | 0.00 | | 0233 | 807-04-00100 | Structural Metalwork (Diaphragm Rods) | 26,594 | LUMP | 350,000.00 | 350,000.00 | 500,000.00 | 500,000.00 | 0.00 | 0.00 | | 0234 | 810-01-00100 | Concrete Bridge Railing (Standard) | 45,285 | LNFT | 80.00 | 3,622,800.00 | 86.26 | 3,906,284.10 | 0.00 | 0.00 | | 0235 | 810-01-00200 | Concrete Bridge Railing (Slotted) | 47,429 | LNFT | 80.00 | 3,794,320.00 | 90.67 | 4,300,387.43 | 0.00 | 0.00 | | 0236 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 26,640 | SFIN | 110.00 | 2,930,400.00 | 80.00 | 2,131,200.00 | 0.00 | 0.00 | | 0237 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 6,703 | LNFT | 200.00 | 1,340,600.00 | 300.00 | 2,010,900.00 | 0.00 | 0.00 | | | | SUBTOTAL ALT AA3 | | | | 289,990,612.05 | | 343,270,315.11 | | 0.00 | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 463,653,152.14 | | 599,249,670.17 | | 796,708,709.38 |
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