Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 1 - BAKER PILE DRIVING AND SITE WORK LLC | - 2 - WL Bass Construction Inc. | - 3 - JB JAMES CONSTRUCTION LLC | - 4 - TL Hawk, LLC |
Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount |
0001 | 201-01-00100 | Clearing and Grubbing | 5 | LUMP | 23,466.10 | 23,466.10 | 160,000.00 | 160,000.00 | 500,000.00 | 500,000.00 | 150,000.00 | 150,000.00 |
0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 23,929.75 | 23,929.75 | 3,500.00 | 3,500.00 | 7,000.00 | 7,000.00 | 8,000.00 | 8,000.00 |
0003 | 202-02-02000 | Removal of Asphalt Drives | 88 | SQYD | 96.83 | 8,521.04 | 7.00 | 616.00 | 5.00 | 440.00 | 10.00 | 880.00 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | 5,447.4 | SQYD | 12.30 | 67,003.02 | 5.00 | 27,237.00 | 2.50 | 13,618.50 | 7.00 | 38,131.80 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 5,830.7 | SQYD | 10.30 | 60,056.21 | 5.00 | 29,153.50 | 2.50 | 14,576.75 | 6.00 | 34,984.20 |
0006 | 202-02-04501 | Removal of Bridge (Str. No. 05628622200001, 280'X24' CONCRETE DECK WITH STEEL I-BEAMS) | 6,720 | LUMP | 222,982.15 | 222,982.15 | 100,000.00 | 100,000.00 | 10,000.00 | 10,000.00 | 771,595.00 | 771,595.00 |
0007 | 202-02-14500 | Removal of Guard Rail | 350 | LNFT | 12.00 | 4,200.00 | 5.50 | 1,925.00 | 4.00 | 1,400.00 | 10.00 | 3,500.00 |
0008 | 203-01-00100 | General Excavation | 4,254 | CUYD | 18.67 | 79,422.18 | 9.00 | 38,286.00 | 5.00 | 21,270.00 | 9.00 | 38,286.00 |
0009 | 203-02-00100 | Drainage Excavation | 1,010 | CUYD | 22.18 | 22,401.80 | 13.50 | 13,635.00 | 10.00 | 10,100.00 | 12.00 | 12,120.00 |
0010 | 203-03-00100 | Embankment | 5,778 | CUYD | 27.55 | 159,183.90 | 18.75 | 108,337.50 | 12.00 | 69,336.00 | 38.00 | 219,564.00 |
0011 | 203-11-00100 | Settlement Plate Installation and Monitoring | 2 | EACH | 6,503.75 | 13,007.50 | 8,500.00 | 17,000.00 | 3,000.00 | 6,000.00 | 12,000.00 | 24,000.00 |
0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 164.63 | 658.52 | 155.00 | 620.00 | 150.00 | 600.00 | 180.00 | 720.00 |
0013 | 204-06-00100 | Temporary Silt Fencing | 3,370 | LNFT | 2.20 | 7,414.00 | 3.00 | 10,110.00 | 3.00 | 10,110.00 | 3.00 | 10,110.00 |
0014 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | 5,760.7 | SQYD | 18.90 | 108,877.23 | 27.00 | 155,538.90 | 24.00 | 138,256.80 | 28.00 | 161,299.60 |
0015 | 304-01-00100 | Lime | 81.66 | TON | 165.00 | 13,473.90 | 300.00 | 24,498.00 | 300.00 | 24,498.00 | 278.00 | 22,701.48 |
0016 | 304-05-00100 | Lime Treatment (Type E) | 5,761 | SQYD | 18.66 | 107,500.26 | 4.00 | 23,044.00 | 4.00 | 23,044.00 | 5.75 | 33,125.75 |
0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 149.1 | CUYD | 99.00 | 14,760.90 | 78.00 | 11,629.80 | 100.00 | 14,910.00 | 150.00 | 22,365.00 |
0018 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 71.7 | CUYD | 109.30 | 7,836.81 | 58.00 | 4,158.60 | 110.00 | 7,887.00 | 100.00 | 7,170.00 |
0019 | 502-01-00100 | Asphalt Concrete | 1,097.4 | TON | 180.00 | 197,532.00 | 170.00 | 186,558.00 | 155.00 | 170,097.00 | 180.00 | 197,532.00 |
0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 82.5 | TON | 246.94 | 20,372.55 | 220.00 | 18,150.00 | 200.00 | 16,500.00 | 180.00 | 14,850.00 |
0021 | 510-04-00100 | Pavement Patching | 64 | TON | 274.38 | 17,560.32 | 180.00 | 11,520.00 | 200.00 | 12,800.00 | 160.00 | 10,240.00 |
0022 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 184 | LNFT | 130.54 | 24,019.36 | 122.00 | 22,448.00 | 95.00 | 17,480.00 | 80.00 | 14,720.00 |
0023 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 32 | LNFT | 241.95 | 7,742.40 | 135.00 | 4,320.00 | 130.00 | 4,160.00 | 100.00 | 3,200.00 |
0024 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | 40 | LNFT | 235.92 | 9,436.80 | 155.00 | 6,200.00 | 135.00 | 5,400.00 | 115.00 | 4,600.00 |
0025 | 702-08-00100 | Side Drain Safety End (Type 1) | 12 | EACH | 4,356.78 | 52,281.36 | 2,700.00 | 32,400.00 | 2,400.00 | 28,800.00 | 3,200.00 | 38,400.00 |
0026 | 702-08-00200 | Side Drain Safety End (Type 2) | 2 | EACH | 4,961.48 | 9,922.96 | 7,000.00 | 14,000.00 | 5,000.00 | 10,000.00 | 5,500.00 | 11,000.00 |
0027 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 218.8 | LNFT | 25.00 | 5,470.00 | 27.00 | 5,907.60 | 30.00 | 6,564.00 | 29.00 | 6,345.20 |
0028 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 155.00 | 15,500.00 | 100.00 | 10,000.00 | 100.00 | 10,000.00 | 103.00 | 10,300.00 |
0029 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 3,750.00 | 7,500.00 | 3,750.00 | 7,500.00 | 3,100.00 | 6,200.00 | 3,150.00 | 6,300.00 |
0030 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 2 | EACH | 3,600.00 | 7,200.00 | 3,700.00 | 7,400.00 | 2,800.00 | 5,600.00 | 2,800.00 | 5,600.00 |
0031 | 708-01-00100 | Right-of-Way Monument | 10 | EACH | 240.08 | 2,400.80 | 200.00 | 2,000.00 | 250.00 | 2,500.00 | 350.00 | 3,500.00 |
0032 | 708-02-00100 | Right-of-Way Monument Witness Post | 10 | EACH | 240.08 | 2,400.80 | 200.00 | 2,000.00 | 200.00 | 2,000.00 | 100.00 | 1,000.00 |
0033 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 3,570 | SQYD | 31.19 | 111,348.30 | 77.00 | 274,890.00 | 55.00 | 196,350.00 | 68.00 | 242,760.00 |
0034 | 711-04-00100 | Geotextile Fabric | 5,580 | SQYD | 1.91 | 10,657.80 | 3.00 | 16,740.00 | 3.00 | 16,740.00 | 6.00 | 33,480.00 |
0035 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 17,600.00 | 17,600.00 | 101,000.00 | 101,000.00 | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 |
0036 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,134 | SQYD | 2.20 | 2,494.80 | 2.25 | 2,551.50 | 2.00 | 2,268.00 | 2.00 | 2,268.00 |
0037 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 10,975.00 | 10,975.00 | 7,500.00 | 7,500.00 | 10,000.00 | 10,000.00 | 45,000.00 | 45,000.00 |
0038 | 724-01-00100 | Rumble Strips (Centerline) | 0.386 | MILE | 4,920.00 | 1,899.12 | 550.00 | 212.30 | 400.00 | 154.40 | 385.00 | 148.61 |
0039 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.772 | MILE | 2,460.00 | 1,899.12 | 550.00 | 424.60 | 400.00 | 308.80 | 385.00 | 297.22 |
0040 | 727-01-00100 | Mobilization | 1 | LUMP | 500,000.00 | 500,000.00 | 488,300.00 | 488,300.00 | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 |
0041 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 90.55 | 362.20 | 110.00 | 440.00 | 75.00 | 300.00 | 75.00 | 300.00 |
0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 52 | EACH | 37.57 | 1,953.64 | 16.00 | 832.00 | 15.00 | 780.00 | 15.00 | 780.00 |
0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.158 | MILE | 5,500.00 | 6,369.00 | 4,200.00 | 4,863.60 | 4,000.00 | 4,632.00 | 4,230.00 | 4,898.34 |
0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.386 | MILE | 4,220.00 | 1,628.92 | 1,350.00 | 521.10 | 1,400.00 | 540.40 | 1,200.00 | 463.20 |
0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 63,441.00 | 63,441.00 | 100,000.00 | 100,000.00 | 60,000.00 | 60,000.00 | 65,000.00 | 65,000.00 |
0046 | 804-01-00400 | Precast Concrete Piles (18") | 1,728 | LNFT | 200.00 | 345,600.00 | 102.00 | 176,256.00 | 90.00 | 155,520.00 | 160.00 | 276,480.00 |
0047 | 804-01-00700 | Precast Concrete Piles (30") | 2,592 | LNFT | 222.24 | 576,046.08 | 285.00 | 738,720.00 | 130.00 | 336,960.00 | 195.00 | 505,440.00 |
0048 | 804-05-00700 | Precast Concrete Test Piles (30") | 1 | EACH | 32,925.00 | 32,925.00 | 99,400.00 | 99,400.00 | 750,000.00 | 750,000.00 | 120,000.00 | 120,000.00 |
0049 | 804-09-00700 | Static Load Test (Precast Concrete Piles (30")) | 1 | EACH | 10,975.00 | 10,975.00 | 97,700.00 | 97,700.00 | 250,000.00 | 250,000.00 | 120,000.00 | 120,000.00 |
0050 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 7,682.50 | 53,777.50 | 600.00 | 4,200.00 | 2,000.00 | 14,000.00 | 3,000.00 | 21,000.00 |
0051 | 805-01-00200 | Class A1 Concrete (Deck) | 276.17 | CUYD | 1,926.00 | 531,903.42 | 350.00 | 96,659.50 | 1,900.00 | 524,723.00 | 1,600.00 | 441,872.00 |
0052 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 174.11 | CUYD | 1,432.00 | 249,325.52 | 350.00 | 60,938.50 | 2,200.00 | 383,042.00 | 1,700.00 | 295,987.00 |
0053 | 805-08-01100 | Precast-Prestressed Concrete Girders (Type LG-25) | 1,246 | LNFT | 272.56 | 339,609.76 | 620.00 | 772,520.00 | 200.00 | 249,200.00 | 265.00 | 330,190.00 |
0054 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 4,632 | SQFT | 6.54 | 30,293.28 | 2.50 | 11,580.00 | 1.00 | 4,632.00 | 1.25 | 5,790.00 |
0055 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 4,632 | SQFT | 4.95 | 22,928.40 | 3.00 | 13,896.00 | 5.00 | 23,160.00 | 1.15 | 5,326.80 |
0056 | 806-01-00100 | Deformed Reinforcing Steel | 128,615 | LB | 0.93 | 119,611.95 | 1.75 | 225,076.25 | 2.40 | 308,676.00 | 1.40 | 180,061.00 |
0057 | 807-01-00100 | Structural Metalwork (Grade 36) | 299 | LUMP | 38,412.50 | 38,412.50 | 10,000.00 | 10,000.00 | 50,000.00 | 50,000.00 | 1,000.00 | 1,000.00 |
0058 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 38 | LUMP | 62,493.75 | 62,493.75 | 3,500.00 | 3,500.00 | 30,000.00 | 30,000.00 | 1,000.00 | 1,000.00 |
0059 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 682 | LNFT | 151.08 | 103,036.56 | 230.00 | 156,860.00 | 120.00 | 81,840.00 | 145.00 | 98,890.00 |
0060 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,400 | SQFT | 37.70 | 90,480.00 | 110.00 | 264,000.00 | 65.00 | 156,000.00 | 90.00 | 216,000.00 |
0061 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 175 | SFIN | 62.71 | 10,974.25 | 220.00 | 38,500.00 | 150.00 | 26,250.00 | 80.00 | 14,000.00 |
0062 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | 60 | LNFT | 274.38 | 16,462.80 | 500.00 | 30,000.00 | 400.00 | 24,000.00 | 400.00 | 24,000.00 |
0063 | 816-02-00100 | Bridge End Drain System (Open Drain) | 2 | EACH | 4,664.38 | 9,328.76 | 10,000.00 | 20,000.00 | 5,000.00 | 10,000.00 | 11,000.00 | 22,000.00 |
0064 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 540 | LNFT | 10.32 | 5,572.80 | 6.00 | 3,240.00 | 5.00 | 2,700.00 | 10.00 | 5,400.00 |
0065 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 600 | LNFT | 9.38 | 5,628.00 | 2.50 | 1,500.00 | 5.00 | 3,000.00 | 3.00 | 1,800.00 |
0066 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 715 | INLF | 10.16 | 7,264.40 | 2.00 | 1,430.00 | 2.00 | 1,430.00 | 2.00 | 1,430.00 |
0067 | NS-800-00005 | Embedded Pile Monitoring Instrumentation and Accessories | 1 | LUMP | 10,975.00 | 10,975.00 | 10,000.00 | 10,000.00 | 20,000.00 | 20,000.00 | 16,320.00 | 16,320.00 |
| | | | | | | | | | | | |
| | CONTRACTOR TOTAL | | | | 4,728,288.25 | | 4,893,944.25 | | 5,468,354.65 | | 5,515,522.20 |
Line Number | Item Number | Item Description | Quantity | Unit of Measure | - 5 - Key, LLC Of Mississippi |
Unit Price | Total Amount |
0001 | 201-01-00100 | Clearing and Grubbing | 5 | LUMP | 150,000.00 | 150,000.00 |
0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 17,725.00 | 17,725.00 |
0003 | 202-02-02000 | Removal of Asphalt Drives | 88 | SQYD | 104.00 | 9,152.00 |
0004 | 202-02-02020 | Removal of Asphalt Pavement | 5,447.4 | SQYD | 4.75 | 25,875.15 |
0005 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 5,830.7 | SQYD | 5.50 | 32,068.85 |
0006 | 202-02-04501 | Removal of Bridge (Str. No. 05628622200001, 280'X24' CONCRETE DECK WITH STEEL I-BEAMS) | 6,720 | LUMP | 172,000.00 | 172,000.00 |
0007 | 202-02-14500 | Removal of Guard Rail | 350 | LNFT | 22.00 | 7,700.00 |
0008 | 203-01-00100 | General Excavation | 4,254 | CUYD | 18.00 | 76,572.00 |
0009 | 203-02-00100 | Drainage Excavation | 1,010 | CUYD | 32.00 | 32,320.00 |
0010 | 203-03-00100 | Embankment | 5,778 | CUYD | 36.00 | 208,008.00 |
0011 | 203-11-00100 | Settlement Plate Installation and Monitoring | 2 | EACH | 6,970.00 | 13,940.00 |
0012 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 4 | EACH | 210.00 | 840.00 |
0013 | 204-06-00100 | Temporary Silt Fencing | 3,370 | LNFT | 6.00 | 20,220.00 |
0014 | 302-02-08500 | Class II Base Course (8-1/2" Thick) | 5,760.7 | SQYD | 32.00 | 184,342.40 |
0015 | 304-01-00100 | Lime | 81.66 | TON | 290.00 | 23,681.40 |
0016 | 304-05-00100 | Lime Treatment (Type E) | 5,761 | SQYD | 6.00 | 34,566.00 |
0017 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 149.1 | CUYD | 112.00 | 16,699.20 |
0018 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 71.7 | CUYD | 115.00 | 8,245.50 |
0019 | 502-01-00100 | Asphalt Concrete | 1,097.4 | TON | 190.00 | 208,506.00 |
0020 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 82.5 | TON | 190.00 | 15,675.00 |
0021 | 510-04-00100 | Pavement Patching | 64 | TON | 168.00 | 10,752.00 |
0022 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) | 184 | LNFT | 115.00 | 21,160.00 |
0023 | 701-05-01061 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 32 | LNFT | 175.00 | 5,600.00 |
0024 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | 40 | LNFT | 198.00 | 7,920.00 |
0025 | 702-08-00100 | Side Drain Safety End (Type 1) | 12 | EACH | 1,440.00 | 17,280.00 |
0026 | 702-08-00200 | Side Drain Safety End (Type 2) | 2 | EACH | 4,745.00 | 9,490.00 |
0027 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 218.8 | LNFT | 22.00 | 4,813.60 |
0028 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 136.00 | 13,600.00 |
0029 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 2 | EACH | 3,880.00 | 7,760.00 |
0030 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 2 | EACH | 3,670.00 | 7,340.00 |
0031 | 708-01-00100 | Right-of-Way Monument | 10 | EACH | 370.00 | 3,700.00 |
0032 | 708-02-00100 | Right-of-Way Monument Witness Post | 10 | EACH | 370.00 | 3,700.00 |
0033 | 711-01-04000 | Riprap (55 lb, 18" Thick) | 3,570 | SQYD | 53.00 | 189,210.00 |
0034 | 711-04-00100 | Geotextile Fabric | 5,580 | SQYD | 5.55 | 30,969.00 |
0035 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,700.00 | 25,700.00 |
0036 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,134 | SQYD | 2.65 | 3,005.10 |
0037 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 61,700.00 | 61,700.00 |
0038 | 724-01-00100 | Rumble Strips (Centerline) | 0.386 | MILE | 400.00 | 154.40 |
0039 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.772 | MILE | 420.00 | 324.24 |
0040 | 727-01-00100 | Mobilization | 1 | LUMP | 600,000.00 | 600,000.00 |
0041 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 815.00 | 3,260.00 |
0042 | 731-02-00100 | Reflectorized Raised Pavement Markers | 52 | EACH | 21.00 | 1,092.00 |
0043 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.158 | MILE | 9,335.00 | 10,809.93 |
0044 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.386 | MILE | 4,560.00 | 1,760.16 |
0045 | 740-01-00100 | Construction Layout | 1 | LUMP | 82,300.00 | 82,300.00 |
0046 | 804-01-00400 | Precast Concrete Piles (18") | 1,728 | LNFT | 155.00 | 267,840.00 |
0047 | 804-01-00700 | Precast Concrete Piles (30") | 2,592 | LNFT | 395.00 | 1,023,840.00 |
0048 | 804-05-00700 | Precast Concrete Test Piles (30") | 1 | EACH | 200,000.00 | 200,000.00 |
0049 | 804-09-00700 | Static Load Test (Precast Concrete Piles (30")) | 1 | EACH | 400,000.00 | 400,000.00 |
0050 | 804-14-00100 | Dynamic Monitoring Assistance | 7 | EACH | 11,280.00 | 78,960.00 |
0051 | 805-01-00200 | Class A1 Concrete (Deck) | 276.17 | CUYD | 1,700.00 | 469,489.00 |
0052 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 174.11 | CUYD | 1,250.00 | 217,637.50 |
0053 | 805-08-01100 | Precast-Prestressed Concrete Girders (Type LG-25) | 1,246 | LNFT | 240.00 | 299,040.00 |
0054 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 4,632 | SQFT | 3.70 | 17,138.40 |
0055 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 4,632 | SQFT | 3.70 | 17,138.40 |
0056 | 806-01-00100 | Deformed Reinforcing Steel | 128,615 | LB | 1.30 | 167,199.50 |
0057 | 807-01-00100 | Structural Metalwork (Grade 36) | 299 | LUMP | 5,380.00 | 5,380.00 |
0058 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 38 | LUMP | 14,000.00 | 14,000.00 |
0059 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 682 | LNFT | 172.00 | 117,304.00 |
0060 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 2,400 | SQFT | 103.00 | 247,200.00 |
0061 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 175 | SFIN | 71.00 | 12,425.00 |
0062 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | 60 | LNFT | 425.00 | 25,500.00 |
0063 | 816-02-00100 | Bridge End Drain System (Open Drain) | 2 | EACH | 26,000.00 | 52,000.00 |
0064 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 540 | LNFT | 19.00 | 10,260.00 |
0065 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 600 | LNFT | 19.00 | 11,400.00 |
0066 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 715 | INLF | 19.00 | 13,585.00 |
0067 | NS-800-00005 | Embedded Pile Monitoring Instrumentation and Accessories | 1 | LUMP | 6,320.00 | 6,320.00 |
| | | | | | |
| | CONTRACTOR TOTAL | | | | 6,055,193.73 |