Proposal:H.008469.6
Parish:Morehouse, West Carroll
Routes:LA 835
Description:LA 835: BOEUF RIVER BRIDGE NEAR CONCORD
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, PRECAST CONCRETE PILES, PRESTRESSED GIRDER SPAN BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$3,948,549.77
| Rank | License | Bidder | Construction Bid |
| 1 | 39613 | BAKER PILE DRIVING AND SITE WORK LLC | $4,728,288.25 |
| 2 | 49239 | WL Bass Construction Inc. | $4,893,944.25 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $5,468,354.65 |
| 4 | 63897 | TL Hawk, LLC | $5,515,522.20 |
| 5 | 55519 | Key, LLC Of Mississippi | $6,055,193.73 |
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 |
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