Proposal:H.000754.6
Parish:LaSalle
Routes:US 84
Description:US 84: UP RAILROAD OVERPASS (HBI)
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, PAVEMENT PATCHING, CLASS II BASE COURSE, ASPHALT CONCRETE PAVEMENT, DRILLED SHAFT FOUNDATIONS, STEEL GIRDER BRIDGE, AND RELATED WORK.
Estimated Construction Cost:$9,203,203.34
| Rank | License | Bidder | Construction Bid |
| 1 | 63897 | TL Hawk, LLC | $8,939,236.90 |
| 2 | 55505 | MERRICK, LLC | $9,441,591.96 |
| 3 | 39462 | JB JAMES CONSTRUCTION LLC | $9,998,160.30 |
| 4 | 55950 | Brown Industrial Construction, LLC | $10,125,263.30 |
| 5 | 49239 | WL Bass Construction Inc. | $10,785,955.72 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
TL Hawk, LLC | - 2 -
MERRICK, LLC | - 3 -
JB JAMES CONSTRUCTION LLC | - 4 -
Brown Industrial Construction, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 12.9 | LUMP | 100,000.00 | 100,000.00 | 30,000.00 | 30,000.00 | 1,000,000.00 | 1,000,000.00 | 870,000.00 | 870,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 20,000.00 | 20,000.00 | 5,000.00 | 5,000.00 | 50,000.00 | 50,000.00 | 30,000.00 | 30,000.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 579 | SQYD | 6.00 | 3,474.00 | 10.00 | 5,790.00 | 20.00 | 11,580.00 | 5.00 | 2,895.00 | | 0004 | 202-02-04501 | Removal of Bridge (Concrete Deck Girder Bridge) | 4,576 | LUMP | 100,000.00 | 100,000.00 | 220,000.00 | 220,000.00 | 120,000.00 | 120,000.00 | 150,000.00 | 150,000.00 | | 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 93 | SQYD | 9.00 | 837.00 | 25.00 | 2,325.00 | 35.00 | 3,255.00 | 13.00 | 1,209.00 | | 0006 | 202-02-12020 | Removal of Fence (Chain Link) | 715 | LNFT | 7.00 | 5,005.00 | 1.00 | 715.00 | 4.00 | 2,860.00 | 5.00 | 3,575.00 | | 0007 | 202-02-14500 | Removal of Guard Rail | 716.4 | LNFT | 10.00 | 7,164.00 | 8.00 | 5,731.20 | 7.00 | 5,014.80 | 10.00 | 7,164.00 | | 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 8,162 | SQYD | 10.75 | 87,741.50 | 6.50 | 53,053.00 | 6.00 | 48,972.00 | 6.00 | 48,972.00 | | 0009 | 203-01-00100 | General Excavation | 6,839 | CUYD | 10.00 | 68,390.00 | 3.40 | 23,252.60 | 8.00 | 54,712.00 | 8.00 | 54,712.00 | | 0010 | 203-03-00100 | Embankment | 40,625 | CUYD | 15.00 | 609,375.00 | 10.50 | 426,562.50 | 18.00 | 731,250.00 | 16.00 | 650,000.00 | | 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 2 | CUYD | 150.00 | 300.00 | 500.00 | 1,000.00 | 1,000.00 | 2,000.00 | 310.00 | 620.00 | | 0012 | 203-08-00100 | Geotextile Fabric | 1 | SQYD | 15.00 | 15.00 | 25.00 | 25.00 | 200.00 | 200.00 | 45.00 | 45.00 | | 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 18 | EACH | 65.00 | 1,170.00 | 150.00 | 2,700.00 | 125.00 | 2,250.00 | 50.00 | 900.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 3,294 | LNFT | 2.60 | 8,564.40 | 2.00 | 6,588.00 | 3.00 | 9,882.00 | 2.00 | 6,588.00 | | 0015 | 302-02-10000 | Class II Base Course (10" Thick) | 7,231.9 | SQYD | 16.25 | 117,518.38 | 14.83 | 107,249.08 | 12.50 | 90,398.75 | 15.00 | 108,478.50 | | 0016 | 304-01-00100 | Lime | 102.52 | TON | 250.00 | 25,630.00 | 195.00 | 19,991.40 | 250.00 | 25,630.00 | 235.00 | 24,092.20 | | 0017 | 304-05-00100 | Lime Treatment (Type E) | 7,231 | SQYD | 4.00 | 28,924.00 | 0.75 | 5,423.25 | 4.50 | 32,539.50 | 3.30 | 23,862.30 | | 0018 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 90.00 | 540.00 | 200.00 | 1,200.00 | 500.00 | 3,000.00 | 150.00 | 900.00 | | 0019 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 342.2 | CUYD | 17.00 | 5,817.40 | 40.00 | 13,688.00 | 40.00 | 13,688.00 | 100.00 | 34,220.00 | | 0020 | 502-01-00100 | Asphalt Concrete | 2,219.1 | TON | 105.00 | 233,005.50 | 115.00 | 255,196.50 | 105.00 | 233,005.50 | 105.00 | 233,005.50 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 253.6 | TON | 205.00 | 51,988.00 | 220.00 | 55,792.00 | 205.00 | 51,988.00 | 205.00 | 51,988.00 | | 0022 | 509-01-00100 | Milling Asphalt Pavement | 2,168 | SQYD | 6.00 | 13,008.00 | 6.75 | 14,634.00 | 6.00 | 13,008.00 | 6.00 | 13,008.00 | | 0023 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -120 | CUYD | 1.00 | -120.00 | 1.00 | -120.00 | 1.00 | -120.00 | 0.01 | -1.20 | | 0024 | 510-01-00001 | Pavement Patching 13.5" Minimum Thickness | 102 | SQYD | 100.00 | 10,200.00 | 115.00 | 11,730.00 | 100.00 | 10,200.00 | 100.00 | 10,200.00 | | 0025 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | 160 | LNFT | 95.00 | 15,200.00 | 60.00 | 9,600.00 | 85.00 | 13,600.00 | 90.00 | 14,400.00 | | 0026 | 701-05-01064 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW) | 60 | LNFT | 100.00 | 6,000.00 | 85.00 | 5,100.00 | 120.00 | 7,200.00 | 110.00 | 6,600.00 | | 0027 | 702-04-00100 | Adjusting Manholes (SMH 1) | 1 | EACH | 5,752.00 | 5,752.00 | 6,200.00 | 6,200.00 | 9,000.00 | 9,000.00 | 3,500.00 | 3,500.00 | | 0028 | 702-04-00100 | Adjusting Manholes (SMH 2) | 1 | EACH | 3,300.00 | 3,300.00 | 2,100.00 | 2,100.00 | 9,000.00 | 9,000.00 | 3,500.00 | 3,500.00 | | 0029 | 702-08-00100 | Side Drain Safety End (Type 1) | 10 | EACH | 2,500.00 | 25,000.00 | 1,500.00 | 15,000.00 | 2,500.00 | 25,000.00 | 3,500.00 | 35,000.00 | | 0030 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 37.5 | LNFT | 23.50 | 881.25 | 25.00 | 937.50 | 23.00 | 862.50 | 40.00 | 1,500.00 | | 0031 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 80.00 | 8,000.00 | 85.00 | 8,500.00 | 92.00 | 9,200.00 | 110.00 | 11,000.00 | | 0032 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,000.00 | 12,000.00 | 3,100.00 | 12,400.00 | 3,000.00 | 12,000.00 | 3,000.00 | 12,000.00 | | 0033 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 720 | LNFT | 35.00 | 25,200.00 | 40.00 | 28,800.00 | 19.00 | 13,680.00 | 20.00 | 14,400.00 | | 0034 | 705-06-00440 | Chain Link Fence (7 Foot 4 Inch Height) | 330 | LNFT | 105.00 | 34,650.00 | 200.00 | 66,000.00 | 48.00 | 15,840.00 | 49.00 | 16,170.00 | | 0035 | 705-09-00100 | Rebuilt Fence | 50 | LNFT | 30.00 | 1,500.00 | 30.00 | 1,500.00 | 28.00 | 1,400.00 | 28.00 | 1,400.00 | | 0036 | 706-02-00200 | Concrete Drive (6" Thick) | 95 | SQYD | 95.00 | 9,025.00 | 90.00 | 8,550.00 | 80.00 | 7,600.00 | 75.00 | 7,125.00 | | 0037 | 708-01-00100 | Right-of-Way Monument | 13 | EACH | 385.00 | 5,005.00 | 300.00 | 3,900.00 | 250.00 | 3,250.00 | 250.00 | 3,250.00 | | 0038 | 708-02-00100 | Right-of-Way Monument Witness Post | 13 | EACH | 115.00 | 1,495.00 | 300.00 | 3,900.00 | 250.00 | 3,250.00 | 250.00 | 3,250.00 | | 0039 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,028 | SQYD | 65.00 | 66,820.00 | 95.00 | 97,660.00 | 85.00 | 87,380.00 | 85.00 | 87,380.00 | | 0040 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 25,000.00 | 25,000.00 | 100,000.00 | 100,000.00 | 90,000.00 | 90,000.00 | 55,000.00 | 55,000.00 | | 0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.966 | MILE | 1,200.00 | 4,759.20 | 785.00 | 3,113.31 | 1,200.00 | 4,759.20 | 1,500.00 | 5,949.00 | | 0042 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 262 | EACH | 12.00 | 3,144.00 | 7.80 | 2,043.60 | 12.00 | 3,144.00 | 10.00 | 2,620.00 | | 0043 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 152 | EACH | 925.00 | 140,600.00 | 1,000.00 | 152,000.00 | 1,500.00 | 228,000.00 | 1,200.00 | 182,400.00 | | 0044 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 150 | EACH | 150.00 | 22,500.00 | 20.00 | 3,000.00 | 135.00 | 20,250.00 | 80.00 | 12,000.00 | | 0045 | 716-01-00100 | Mulch (Vegetative) | 9.4 | TON | 350.40 | 3,293.76 | 835.00 | 7,849.00 | 700.00 | 6,580.00 | 350.00 | 3,290.00 | | 0046 | 717-01-00100 | Seeding | 187 | LB | 15.80 | 2,954.60 | 14.00 | 2,618.00 | 12.00 | 2,244.00 | 16.00 | 2,992.00 | | 0047 | 718-01-00100 | Fertilizer | 4,682 | LB | 0.78 | 3,651.96 | 0.50 | 2,341.00 | 0.50 | 2,341.00 | 0.80 | 3,745.60 | | 0048 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,140 | SQYD | 1.56 | 1,778.40 | 1.50 | 1,710.00 | 1.10 | 1,254.00 | 1.60 | 1,824.00 | | 0049 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 594 | SQYD | 2.42 | 1,437.48 | 2.20 | 1,306.80 | 1.70 | 1,009.80 | 2.50 | 1,485.00 | | 0050 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 30,000.00 | 30,000.00 | 80,000.00 | 80,000.00 | 30,000.00 | 30,000.00 | 35,000.00 | 35,000.00 | | 0051 | 724-01-00100 | Rumble Strips (Centerline) | 0.425 | MILE | 482.35 | 205.00 | 550.00 | 233.75 | 1,500.00 | 637.50 | 3,000.00 | 1,275.00 | | 0052 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.849 | MILE | 494.70 | 420.00 | 550.00 | 466.95 | 1,500.00 | 1,273.50 | 3,000.00 | 2,547.00 | | 0053 | 725-01-00100 | Temporary Detour Roads | 7,392.3 | SQYD | 105.00 | 776,191.50 | 72.00 | 532,245.60 | 75.00 | 554,422.50 | 80.00 | 591,384.00 | | 0054 | 727-01-00100 | Mobilization | 1 | LUMP | 860,000.00 | 860,000.00 | 940,000.00 | 940,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | 1,000,000.00 | | 0055 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 25.00 | 100.00 | 30.00 | 120.00 | 75.00 | 300.00 | 95.00 | 380.00 | | 0056 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 964 | EACH | 12.00 | 11,568.00 | 9.00 | 8,676.00 | 12.00 | 11,568.00 | 10.00 | 9,640.00 | | 0057 | 731-02-00100 | Reflectorized Raised Pavement Markers | 131 | EACH | 12.00 | 1,572.00 | 9.00 | 1,179.00 | 12.00 | 1,572.00 | 10.00 | 1,310.00 | | 0058 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.982 | MILE | 4,057.00 | 8,040.97 | 5,000.00 | 9,910.00 | 4,000.00 | 7,928.00 | 4,600.00 | 9,117.20 | | 0059 | 732-05-00100 | Removal of Existing Markings | 0.128 | MILE | 10,000.00 | 1,280.00 | 10,500.00 | 1,344.00 | 10,000.00 | 1,280.00 | 12,200.00 | 1,561.60 | | 0060 | 740-01-00100 | Construction Layout | 1 | LUMP | 90,000.00 | 90,000.00 | 65,000.00 | 65,000.00 | 80,000.00 | 80,000.00 | 85,000.00 | 85,000.00 | | 0061 | 802-03-00100 | Temporary Sheeting (Steel) | 26,550 | SQFT | 17.00 | 451,350.00 | 17.00 | 451,350.00 | 23.00 | 610,650.00 | 24.00 | 637,200.00 | | 0062 | 803-01-00200 | Drilled Shaft (24" Diameter) | 72 | LNFT | 142.00 | 10,224.00 | 245.00 | 17,640.00 | 400.00 | 28,800.00 | 3,000.00 | 216,000.00 | | 0063 | 803-01-00800 | Drilled Shaft (60" Diameter) | 930 | LNFT | 750.00 | 697,500.00 | 880.00 | 818,400.00 | 1,000.00 | 930,000.00 | 420.00 | 390,600.00 | | 0064 | 803-02-00800 | Test Shaft (60" Diameter) | 85 | LNFT | 2,900.00 | 246,500.00 | 2,900.00 | 246,500.00 | 1,200.00 | 102,000.00 | 450.00 | 38,250.00 | | 0065 | 803-07-00800 | Bi-Directional Load Cell Test (60" Diameter) | 1 | EACH | 6,500.00 | 6,500.00 | 7,500.00 | 7,500.00 | 250,000.00 | 250,000.00 | 10,000.00 | 10,000.00 | | 0066 | 803-08-00800 | Crosshole Sonic Log Test (60" Diameter) | 15 | EACH | 5,625.00 | 84,375.00 | 4,800.00 | 72,000.00 | 2,500.00 | 37,500.00 | 6,500.00 | 97,500.00 | | 0067 | 803-09-00800 | Non-Destructive Test (60" Diameter) (Thermal Integrity Profiling) | 15 | EACH | 3,600.00 | 54,000.00 | 4,200.00 | 63,000.00 | 3,000.00 | 45,000.00 | 3,000.00 | 45,000.00 | | 0068 | 805-01-00200 | Class A1 Concrete (Deck) | 348.71 | CUYD | 850.00 | 296,403.50 | 1,375.00 | 479,476.25 | 900.00 | 313,839.00 | 830.00 | 289,429.30 | | 0069 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 142.34 | CUYD | 1,000.00 | 142,340.00 | 1,400.00 | 199,276.00 | 1,000.00 | 142,340.00 | 1,500.00 | 213,510.00 | | 0070 | 805-01-00400 | Class A1 Concrete (Column) | 69.24 | CUYD | 1,500.00 | 103,860.00 | 1,400.00 | 96,936.00 | 1,250.00 | 86,550.00 | 980.00 | 67,855.20 | | 0071 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 3,948 | SQFT | 1.10 | 4,342.80 | 1.50 | 5,922.00 | 1.00 | 3,948.00 | 1.00 | 3,948.00 | | 0072 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 9,478 | SQFT | 1.10 | 10,425.80 | 1.50 | 14,217.00 | 5.00 | 47,390.00 | 1.50 | 14,217.00 | | 0073 | 806-01-00100 | Deformed Reinforcing Steel | 158,827 | LB | 1.25 | 198,533.75 | 1.45 | 230,299.15 | 1.25 | 198,533.75 | 1.30 | 206,475.10 | | 0074 | 807-01-00400 | Structural Metalwork (Grade 50W) | 636,829 | LUMP | 1,245,000.00 | 1,245,000.00 | 1,700,000.00 | 1,700,000.00 | 865,000.00 | 865,000.00 | 1,200,000.00 | 1,200,000.00 | | 0075 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 568 | LUMP | 6,500.00 | 6,500.00 | 17,000.00 | 17,000.00 | 10,000.00 | 10,000.00 | 6,000.00 | 6,000.00 | | 0076 | 810-01-00100 | Concrete Bridge Railing (Standard) | 658 | LNFT | 120.00 | 78,960.00 | 130.00 | 85,540.00 | 100.00 | 65,800.00 | 130.00 | 85,540.00 | | 0077 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 70.00 | 224,000.00 | 65.00 | 208,000.00 | 60.00 | 192,000.00 | 65.00 | 208,000.00 | | 0078 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 96 | SFIN | 550.00 | 52,800.00 | 720.00 | 69,120.00 | 500.00 | 48,000.00 | 500.00 | 48,000.00 | | 0079 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 80 | LNFT | 185.00 | 14,800.00 | 450.00 | 36,000.00 | 350.00 | 28,000.00 | 280.00 | 22,400.00 | | 0080 | 816-02-00100 | Bridge End Drain System (Open Drain) | 4 | EACH | 6,020.00 | 24,080.00 | 8,000.00 | 32,000.00 | 7,000.00 | 28,000.00 | 6,500.00 | 26,000.00 | | 0081 | 817-01-00200 | Temporary Detour Bridge (Steel Truss) | 5,760 | SQFT | 175.00 | 1,008,000.00 | 155.00 | 892,800.00 | 150.00 | 864,000.00 | 250.00 | 1,440,000.00 | | 0082 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 240 | LNFT | 10.00 | 2,400.00 | 5.25 | 1,260.00 | 5.00 | 1,200.00 | 6.00 | 1,440.00 | | 0083 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 400 | LNFT | 3.00 | 1,200.00 | 2.25 | 900.00 | 5.00 | 2,000.00 | 8.00 | 3,200.00 | | 0084 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,000 | INLF | 2.00 | 2,000.00 | 2.00 | 2,000.00 | 5.00 | 5,000.00 | 1.00 | 1,000.00 | | 0085 | NS-700-00800 | Impact Attenuator (Construction Zone)(Test Level 2) | 6 | EACH | 5,500.00 | 33,000.00 | 7,200.00 | 43,200.00 | 7,000.00 | 42,000.00 | 6,000.00 | 36,000.00 | | 0086 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | 4 | EACH | 1,000.00 | 4,000.00 | 1,100.00 | 4,400.00 | 1,500.00 | 6,000.00 | 900.00 | 3,600.00 | | 0087 | TS-741-60001 | Water Main 3" PVC (ASTM D2241 - DR21) (Push on Joints) | 1,800 | LNFT | 10.00 | 18,000.00 | 14.00 | 25,200.00 | 6.00 | 10,800.00 | 9.00 | 16,200.00 | | 0088 | TS-741-60001 | Water Main 3" PVC (AWWA C906-DR11) (PE 3408 w/ Butt Fused Joints) | 410 | LNFT | 4.50 | 1,845.00 | 15.00 | 6,150.00 | 14.00 | 5,740.00 | 30.00 | 12,300.00 | | 0089 | TS-741-60001 | Water Main 4" PVC (AWWA C900 - DR18) (Push on Joints) | 1,180 | LNFT | 12.00 | 14,160.00 | 17.00 | 20,060.00 | 9.00 | 10,620.00 | 14.00 | 16,520.00 | | 0090 | TS-741-60002 | Water Service Tubing 2" (PE 3408-DR9) | 20 | LNFT | 14.25 | 285.00 | 82.00 | 1,640.00 | 1.50 | 30.00 | 10.00 | 200.00 | | 0091 | TS-741-60002 | Water Service Tubing 3/4" (PE 3408-DR9) | 100 | LNFT | 4.25 | 425.00 | 38.00 | 3,800.00 | 1.50 | 150.00 | 10.00 | 1,000.00 | | 0092 | TS-741-60003 | Ductile Iron Mechanical Joint Water Main Fittings | 0.3 | TON | 15,000.00 | 4,500.00 | 25,000.00 | 7,500.00 | 32,000.00 | 9,600.00 | 10,000.00 | 3,000.00 | | 0093 | TS-741-60004 | Gate Valve with Cast Iron Valve Box and Concrete Pad 3" | 3 | EACH | 870.00 | 2,610.00 | 1,100.00 | 3,300.00 | 1,100.00 | 3,300.00 | 900.00 | 2,700.00 | | 0094 | TS-741-60005 | Service Transfer Assembly 2" | 1 | EACH | 2,950.00 | 2,950.00 | 4,700.00 | 4,700.00 | 4,300.00 | 4,300.00 | 2,000.00 | 2,000.00 | | 0095 | TS-741-60005 | Service Transfer Assembly 3/4" | 7 | EACH | 730.00 | 5,110.00 | 830.00 | 5,810.00 | 960.00 | 6,720.00 | 600.00 | 4,200.00 | | 0096 | TS-741-60006 | Flushing Assembly | 2 | EACH | 3,500.00 | 7,000.00 | 1,600.00 | 3,200.00 | 2,400.00 | 4,800.00 | 3,000.00 | 6,000.00 | | 0097 | TS-741-60007 | PE to D.I.M.J. Transition 3" - SDR 11 | 3 | EACH | 200.00 | 600.00 | 420.00 | 1,260.00 | 550.00 | 1,650.00 | 500.00 | 1,500.00 | | 0098 | TS-741-60008 | PE to PVC Transition 3" - SDR 11 | 1 | EACH | 325.00 | 325.00 | 420.00 | 420.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | | 0099 | TS-741-60009 | Water Main Pipeline Markers | 11 | EACH | 55.00 | 605.00 | 80.00 | 880.00 | 35.00 | 385.00 | 50.00 | 550.00 | | 0100 | TS-741-60010 | Cut and Cap Existing Water Main 2" | 4 | EACH | 350.00 | 1,400.00 | 235.00 | 940.00 | 460.00 | 1,840.00 | 1,500.00 | 6,000.00 | | 0101 | TS-741-60010 | Cut and Cap Existing Water Main 4" | 2 | EACH | 400.00 | 800.00 | 249.76 | 499.52 | 280.00 | 560.00 | 1,500.00 | 3,000.00 | | 0102 | TS-741-60011 | Cut, Cap and Block Existing Water Main 4" | 2 | EACH | 815.00 | 1,630.00 | 400.00 | 800.00 | 1,300.00 | 2,600.00 | 1,500.00 | 3,000.00 | | 0103 | TS-741-60012 | Tapping Sleeve and Valve with Cast Iron Valve Box and Concrete Pad 4" x 4" x 4" | 2 | EACH | 2,200.00 | 4,400.00 | 3,000.00 | 6,000.00 | 3,700.00 | 7,400.00 | 5,000.00 | 10,000.00 | | 0104 | TS-741-60013 | Connect to Existing Water Main 2" | 2 | EACH | 475.00 | 950.00 | 800.00 | 1,600.00 | 1,800.00 | 3,600.00 | 2,000.00 | 4,000.00 | | 0105 | TS-741-60014 | Field Hydrostatic and Leakage Test of Water Mains | 1 | LUMP | 1,200.00 | 1,200.00 | 2,500.00 | 2,500.00 | 1,400.00 | 1,400.00 | 1,000.00 | 1,000.00 | | 0106 | TS-741-60015 | Disinfection of Water Mains | 1 | LUMP | 600.00 | 600.00 | 3,200.00 | 3,200.00 | 540.00 | 540.00 | 1,500.00 | 1,500.00 | | 0107 | TS-741-60016 | Concrete Deadman and All Thread Rod Joint Restraint | 2 | EACH | 855.00 | 1,710.00 | 500.00 | 1,000.00 | 1,300.00 | 2,600.00 | 2,000.00 | 4,000.00 | | 0108 | TS-741-60017 | Remove Existing Fire Hydrant | 1 | EACH | 425.00 | 425.00 | 800.00 | 800.00 | 930.00 | 930.00 | 1,000.00 | 1,000.00 | | 0109 | TS-741-60018 | Install Water Main by Conventional Boring and Jacking 3" | 55 | LNFT | 16.75 | 921.25 | 24.00 | 1,320.00 | 25.00 | 1,375.00 | 40.00 | 2,200.00 | | 0110 | TS-741-60018 | Install Water Main by Conventional Boring and Jacking 4" | 170 | LNFT | 17.50 | 2,975.00 | 25.00 | 4,250.00 | 35.00 | 5,950.00 | 40.00 | 6,800.00 | | 0111 | TS-741-60019 | Install Steel Casing by Conventional Boring and Jacking Railroad Crossing - Dry-Bore Installation Method | 200 | LNFT | 455.00 | 91,000.00 | 132.00 | 26,400.00 | 500.00 | 100,000.00 | 200.00 | 40,000.00 | | 0112 | TS-741-60020 | Install Water Main by Directional Boring Highway Crossing | 190 | LNFT | 18.15 | 3,448.50 | 25.00 | 4,750.00 | 20.00 | 3,800.00 | 60.00 | 11,400.00 | | 0113 | TS-741-60021 | Steel Casing 12" | 520 | LNFT | 83.50 | 43,420.00 | 65.00 | 33,800.00 | 100.00 | 52,000.00 | 80.00 | 41,600.00 | | 0114 | TS-742-60001 | Sewer Force Main w/ Push On Joints 3" PVC (ASTM D2241 - DR21) | 700 | LNFT | 10.50 | 7,350.00 | 15.00 | 10,500.00 | 8.00 | 5,600.00 | 9.00 | 6,300.00 | | 0115 | TS-742-60002 | Ductile Iron Mechanical Joint Sewer Force Main Fittings | 0.2 | TON | 15,000.00 | 3,000.00 | 28,000.00 | 5,600.00 | 17,000.00 | 3,400.00 | 10,000.00 | 2,000.00 | | 0116 | TS-742-60003 | Sewer Main Pipeline Markers | 4 | EACH | 55.00 | 220.00 | 80.00 | 320.00 | 35.00 | 140.00 | 50.00 | 200.00 | | 0117 | TS-742-60004 | Connect Sewer Force Main to Existing Manhole 3" | 1 | EACH | 925.00 | 925.00 | 850.00 | 850.00 | 2,600.00 | 2,600.00 | 1,500.00 | 1,500.00 | | 0118 | TS-742-60005 | Connect Sewer Force Main to Existing Sewer Force Main 3" | 1 | EACH | 740.00 | 740.00 | 1,300.00 | 1,300.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | | 0119 | TS-742-60006 | Cut and Cap Existing Sewer Force Main 3" | 3 | EACH | 400.00 | 1,200.00 | 245.00 | 735.00 | 600.00 | 1,800.00 | 1,500.00 | 4,500.00 | | 0120 | TS-742-60007 | Field Hydrostatic and Leakage Test of Sewer Force Mains | 1 | LUMP | 1,200.00 | 1,200.00 | 1,100.00 | 1,100.00 | 1,400.00 | 1,400.00 | 500.00 | 500.00 | | 0121 | TS-742-60008 | Install Sewer Force Main by Conventional Boring and Jacking 3" | 80 | LNFT | 16.75 | 1,340.00 | 23.00 | 1,840.00 | 23.00 | 1,840.00 | 500.00 | 40,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 8,939,236.90 | | 9,441,591.96 | | 9,998,160.30 | | 10,125,263.30 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
WL Bass Construction Inc. | | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 12.9 | LUMP | 300,000.00 | 300,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,277.00 | 3,277.00 | | 0003 | 202-02-02000 | Removal of Asphalt Drives | 579 | SQYD | 4.00 | 2,316.00 | | 0004 | 202-02-04501 | Removal of Bridge (Concrete Deck Girder Bridge) | 4,576 | LUMP | 120,000.00 | 120,000.00 | | 0005 | 202-02-06100 | Removal of Concrete Walks and Drives | 93 | SQYD | 6.00 | 558.00 | | 0006 | 202-02-12020 | Removal of Fence (Chain Link) | 715 | LNFT | 1.00 | 715.00 | | 0007 | 202-02-14500 | Removal of Guard Rail | 716.4 | LNFT | 5.00 | 3,582.00 | | 0008 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 8,162 | SQYD | 3.00 | 24,486.00 | | 0009 | 203-01-00100 | General Excavation | 6,839 | CUYD | 8.00 | 54,712.00 | | 0010 | 203-03-00100 | Embankment | 40,625 | CUYD | 15.50 | 629,687.50 | | 0011 | 203-04-00300 | Nonplastic Embankment (Stone) | 2 | CUYD | 145.00 | 290.00 | | 0012 | 203-08-00100 | Geotextile Fabric | 1 | SQYD | 100.00 | 100.00 | | 0013 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 18 | EACH | 125.00 | 2,250.00 | | 0014 | 204-06-00100 | Temporary Silt Fencing | 3,294 | LNFT | 2.00 | 6,588.00 | | 0015 | 302-02-10000 | Class II Base Course (10" Thick) | 7,231.9 | SQYD | 32.00 | 231,420.80 | | 0016 | 304-01-00100 | Lime | 102.52 | TON | 250.00 | 25,630.00 | | 0017 | 304-05-00100 | Lime Treatment (Type E) | 7,231 | SQYD | 4.00 | 28,924.00 | | 0018 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 6 | CUYD | 105.00 | 630.00 | | 0019 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 342.2 | CUYD | 6.50 | 2,224.30 | | 0020 | 502-01-00100 | Asphalt Concrete | 2,219.1 | TON | 107.00 | 237,443.70 | | 0021 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 253.6 | TON | 207.00 | 52,495.20 | | 0022 | 509-01-00100 | Milling Asphalt Pavement | 2,168 | SQYD | 6.00 | 13,008.00 | | 0023 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -120 | CUYD | 0.77 | -92.40 | | 0024 | 510-01-00001 | Pavement Patching 13.5" Minimum Thickness | 102 | SQYD | 150.00 | 15,300.00 | | 0025 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | 160 | LNFT | 80.00 | 12,800.00 | | 0026 | 701-05-01064 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW) | 60 | LNFT | 90.00 | 5,400.00 | | 0027 | 702-04-00100 | Adjusting Manholes (SMH 1) | 1 | EACH | 11,000.00 | 11,000.00 | | 0028 | 702-04-00100 | Adjusting Manholes (SMH 2) | 1 | EACH | 12,500.00 | 12,500.00 | | 0029 | 702-08-00100 | Side Drain Safety End (Type 1) | 10 | EACH | 1,500.00 | 15,000.00 | | 0030 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 37.5 | LNFT | 24.00 | 900.00 | | 0031 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 80.00 | 8,000.00 | | 0032 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 3,000.00 | 12,000.00 | | 0033 | 705-06-00200 | Chain Link Fence (5-Foot Height) | 720 | LNFT | 35.00 | 25,200.00 | | 0034 | 705-06-00440 | Chain Link Fence (7 Foot 4 Inch Height) | 330 | LNFT | 180.00 | 59,400.00 | | 0035 | 705-09-00100 | Rebuilt Fence | 50 | LNFT | 35.00 | 1,750.00 | | 0036 | 706-02-00200 | Concrete Drive (6" Thick) | 95 | SQYD | 90.00 | 8,550.00 | | 0037 | 708-01-00100 | Right-of-Way Monument | 13 | EACH | 350.00 | 4,550.00 | | 0038 | 708-02-00100 | Right-of-Way Monument Witness Post | 13 | EACH | 350.00 | 4,550.00 | | 0039 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 1,028 | SQYD | 90.00 | 92,520.00 | | 0040 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 70,000.00 | 70,000.00 | | 0041 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | 3.966 | MILE | 1,200.00 | 4,759.20 | | 0042 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 262 | EACH | 12.00 | 3,144.00 | | 0043 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 152 | EACH | 540.00 | 82,080.00 | | 0044 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 150 | EACH | 155.00 | 23,250.00 | | 0045 | 716-01-00100 | Mulch (Vegetative) | 9.4 | TON | 700.00 | 6,580.00 | | 0046 | 717-01-00100 | Seeding | 187 | LB | 12.00 | 2,244.00 | | 0047 | 718-01-00100 | Fertilizer | 4,682 | LB | 0.50 | 2,341.00 | | 0048 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 1,140 | SQYD | 1.50 | 1,710.00 | | 0049 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 594 | SQYD | 2.00 | 1,188.00 | | 0050 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 10,000.00 | 10,000.00 | | 0051 | 724-01-00100 | Rumble Strips (Centerline) | 0.425 | MILE | 1,500.00 | 637.50 | | 0052 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 0.849 | MILE | 1,500.00 | 1,273.50 | | 0053 | 725-01-00100 | Temporary Detour Roads | 7,392.3 | SQYD | 147.00 | 1,086,668.10 | | 0054 | 727-01-00100 | Mobilization | 1 | LUMP | 1,007,000.00 | 1,007,000.00 | | 0055 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 30.00 | 120.00 | | 0056 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 964 | EACH | 12.00 | 11,568.00 | | 0057 | 731-02-00100 | Reflectorized Raised Pavement Markers | 131 | EACH | 14.00 | 1,834.00 | | 0058 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.982 | MILE | 4,000.00 | 7,928.00 | | 0059 | 732-05-00100 | Removal of Existing Markings | 0.128 | MILE | 12,000.00 | 1,536.00 | | 0060 | 740-01-00100 | Construction Layout | 1 | LUMP | 150,000.00 | 150,000.00 | | 0061 | 802-03-00100 | Temporary Sheeting (Steel) | 26,550 | SQFT | 25.00 | 663,750.00 | | 0062 | 803-01-00200 | Drilled Shaft (24" Diameter) | 72 | LNFT | 570.00 | 41,040.00 | | 0063 | 803-01-00800 | Drilled Shaft (60" Diameter) | 930 | LNFT | 1,310.00 | 1,218,300.00 | | 0064 | 803-02-00800 | Test Shaft (60" Diameter) | 85 | LNFT | 2,000.00 | 170,000.00 | | 0065 | 803-07-00800 | Bi-Directional Load Cell Test (60" Diameter) | 1 | EACH | 95,000.00 | 95,000.00 | | 0066 | 803-08-00800 | Crosshole Sonic Log Test (60" Diameter) | 15 | EACH | 10,500.00 | 157,500.00 | | 0067 | 803-09-00800 | Non-Destructive Test (60" Diameter) (Thermal Integrity Profiling) | 15 | EACH | 5,500.00 | 82,500.00 | | 0068 | 805-01-00200 | Class A1 Concrete (Deck) | 348.71 | CUYD | 350.00 | 122,048.50 | | 0069 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 142.34 | CUYD | 350.00 | 49,819.00 | | 0070 | 805-01-00400 | Class A1 Concrete (Column) | 69.24 | CUYD | 350.00 | 24,234.00 | | 0071 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 3,948 | SQFT | 1.50 | 5,922.00 | | 0072 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 9,478 | SQFT | 2.00 | 18,956.00 | | 0073 | 806-01-00100 | Deformed Reinforcing Steel | 158,827 | LB | 1.66 | 263,652.82 | | 0074 | 807-01-00400 | Structural Metalwork (Grade 50W) | 636,829 | LUMP | 1,558,877.00 | 1,558,877.00 | | 0075 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 568 | LUMP | 9,000.00 | 9,000.00 | | 0076 | 810-01-00100 | Concrete Bridge Railing (Standard) | 658 | LNFT | 135.00 | 88,830.00 | | 0077 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 3,200 | SQFT | 85.00 | 272,000.00 | | 0078 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 96 | SFIN | 800.00 | 76,800.00 | | 0079 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 80 | LNFT | 250.00 | 20,000.00 | | 0080 | 816-02-00100 | Bridge End Drain System (Open Drain) | 4 | EACH | 10,000.00 | 40,000.00 | | 0081 | 817-01-00200 | Temporary Detour Bridge (Steel Truss) | 5,760 | SQFT | 160.00 | 921,600.00 | | 0082 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 240 | LNFT | 15.00 | 3,600.00 | | 0083 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 400 | LNFT | 3.00 | 1,200.00 | | 0084 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,000 | INLF | 5.00 | 5,000.00 | | 0085 | NS-700-00800 | Impact Attenuator (Construction Zone)(Test Level 2) | 6 | EACH | 13,500.00 | 81,000.00 | | 0086 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | 4 | EACH | 5,500.00 | 22,000.00 | | 0087 | TS-741-60001 | Water Main 3" PVC (ASTM D2241 - DR21) (Push on Joints) | 1,800 | LNFT | 6.00 | 10,800.00 | | 0088 | TS-741-60001 | Water Main 3" PVC (AWWA C906-DR11) (PE 3408 w/ Butt Fused Joints) | 410 | LNFT | 14.00 | 5,740.00 | | 0089 | TS-741-60001 | Water Main 4" PVC (AWWA C900 - DR18) (Push on Joints) | 1,180 | LNFT | 9.00 | 10,620.00 | | 0090 | TS-741-60002 | Water Service Tubing 2" (PE 3408-DR9) | 20 | LNFT | 1.50 | 30.00 | | 0091 | TS-741-60002 | Water Service Tubing 3/4" (PE 3408-DR9) | 100 | LNFT | 1.00 | 100.00 | | 0092 | TS-741-60003 | Ductile Iron Mechanical Joint Water Main Fittings | 0.3 | TON | 35,000.00 | 10,500.00 | | 0093 | TS-741-60004 | Gate Valve with Cast Iron Valve Box and Concrete Pad 3" | 3 | EACH | 1,200.00 | 3,600.00 | | 0094 | TS-741-60005 | Service Transfer Assembly 2" | 1 | EACH | 4,300.00 | 4,300.00 | | 0095 | TS-741-60005 | Service Transfer Assembly 3/4" | 7 | EACH | 960.00 | 6,720.00 | | 0096 | TS-741-60006 | Flushing Assembly | 2 | EACH | 2,400.00 | 4,800.00 | | 0097 | TS-741-60007 | PE to D.I.M.J. Transition 3" - SDR 11 | 3 | EACH | 556.00 | 1,668.00 | | 0098 | TS-741-60008 | PE to PVC Transition 3" - SDR 11 | 1 | EACH | 1,020.00 | 1,020.00 | | 0099 | TS-741-60009 | Water Main Pipeline Markers | 11 | EACH | 35.00 | 385.00 | | 0100 | TS-741-60010 | Cut and Cap Existing Water Main 2" | 4 | EACH | 464.00 | 1,856.00 | | 0101 | TS-741-60010 | Cut and Cap Existing Water Main 4" | 2 | EACH | 278.00 | 556.00 | | 0102 | TS-741-60011 | Cut, Cap and Block Existing Water Main 4" | 2 | EACH | 1,300.00 | 2,600.00 | | 0103 | TS-741-60012 | Tapping Sleeve and Valve with Cast Iron Valve Box and Concrete Pad 4" x 4" x 4" | 2 | EACH | 3,700.00 | 7,400.00 | | 0104 | TS-741-60013 | Connect to Existing Water Main 2" | 2 | EACH | 1,800.00 | 3,600.00 | | 0105 | TS-741-60014 | Field Hydrostatic and Leakage Test of Water Mains | 1 | LUMP | 1,400.00 | 1,400.00 | | 0106 | TS-741-60015 | Disinfection of Water Mains | 1 | LUMP | 1,000.00 | 1,000.00 | | 0107 | TS-741-60016 | Concrete Deadman and All Thread Rod Joint Restraint | 2 | EACH | 1,300.00 | 2,600.00 | | 0108 | TS-741-60017 | Remove Existing Fire Hydrant | 1 | EACH | 930.00 | 930.00 | | 0109 | TS-741-60018 | Install Water Main by Conventional Boring and Jacking 3" | 55 | LNFT | 25.00 | 1,375.00 | | 0110 | TS-741-60018 | Install Water Main by Conventional Boring and Jacking 4" | 170 | LNFT | 35.00 | 5,950.00 | | 0111 | TS-741-60019 | Install Steel Casing by Conventional Boring and Jacking Railroad Crossing - Dry-Bore Installation Method | 200 | LNFT | 500.00 | 100,000.00 | | 0112 | TS-741-60020 | Install Water Main by Directional Boring Highway Crossing | 190 | LNFT | 21.00 | 3,990.00 | | 0113 | TS-741-60021 | Steel Casing 12" | 520 | LNFT | 103.00 | 53,560.00 | | 0114 | TS-742-60001 | Sewer Force Main w/ Push On Joints 3" PVC (ASTM D2241 - DR21) | 700 | LNFT | 7.60 | 5,320.00 | | 0115 | TS-742-60002 | Ductile Iron Mechanical Joint Sewer Force Main Fittings | 0.2 | TON | 18,000.00 | 3,600.00 | | 0116 | TS-742-60003 | Sewer Main Pipeline Markers | 4 | EACH | 35.00 | 140.00 | | 0117 | TS-742-60004 | Connect Sewer Force Main to Existing Manhole 3" | 1 | EACH | 3,000.00 | 3,000.00 | | 0118 | TS-742-60005 | Connect Sewer Force Main to Existing Sewer Force Main 3" | 1 | EACH | 2,500.00 | 2,500.00 | | 0119 | TS-742-60006 | Cut and Cap Existing Sewer Force Main 3" | 3 | EACH | 600.00 | 1,800.00 | | 0120 | TS-742-60007 | Field Hydrostatic and Leakage Test of Sewer Force Mains | 1 | LUMP | 2,500.00 | 2,500.00 | | 0121 | TS-742-60008 | Install Sewer Force Main by Conventional Boring and Jacking 3" | 80 | LNFT | 23.00 | 1,840.00 | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 10,785,955.72 |
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