Proposal:H.013579.6
Parish:East Baton Rouge
Routes:I-10
Description:PECUE LANE/I-10 INTERCHANGE PHASE II: BRIDGES OVER I-10
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, MECHANICALLY STABILIZED EARTH WALL, ASPHALT CONCRETE PAVEMENT, CLASS II BASE COURSE, LIME TREATMENT, PORTLAND CEMENT CONCRETE PAVEMENT, BRIDGES, AND RELATED WORK.
Estimated Construction Cost:$15,423,012.78
Maximum Number of Days Allowed for Construction:9999
Calculated Daily User Cost:$14,000.00
| Rank | License | Bidder | Construction Bid | Bidder's Proposed
Contract Time | Total Bid |
| 1 | 34567 | James Construction Group LLC | $13,631,061.16 | 490.00 | $20,491,061.16 |
| 2 | 57931 | KCR CONTRACTORS, LLC | $15,168,356.33 | 500.00 | $22,168,356.33 |
| 3 | 55950 | Brown Industrial Construction, LLC | $14,996,503.30 | 600.00 | $23,396,503.30 |
| 4 | 39462 | JB JAMES CONSTRUCTION LLC | $16,745,175.04 | 540.00 | $24,305,175.04 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
James Construction Group LLC | - 2 -
KCR CONTRACTORS, LLC | - 3 -
Brown Industrial Construction, LLC | - 4 -
JB JAMES 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 | 7.73 | LUMP | 550,000.00 | 550,000.00 | 933,738.21 | 933,738.21 | 900,000.00 | 900,000.00 | 850,000.00 | 850,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 70,000.00 | 70,000.00 | 10,700.00 | 10,700.00 | 26,000.00 | 26,000.00 | 24,000.00 | 24,000.00 | | 0003 | 202-02-00020 | Removal of Incidental Concrete Paving | 692 | SQYD | 8.00 | 5,536.00 | 77.00 | 53,284.00 | 16.00 | 11,072.00 | 30.00 | 20,760.00 | | 0004 | 202-02-04501 | Removal of Bridge (Structure No. 450080461) | 1 | LUMP | 320,000.00 | 320,000.00 | 319,000.00 | 319,000.00 | 250,000.00 | 250,000.00 | 430,000.00 | 430,000.00 | | 0005 | 202-02-12000 | Removal of Fence | 2,099 | LNFT | 4.00 | 8,396.00 | 2.04 | 4,281.96 | 3.00 | 6,297.00 | 15.00 | 31,485.00 | | 0006 | 202-02-14500 | Removal of Guard Rail | 400 | LNFT | 13.00 | 5,200.00 | 7.76 | 3,104.00 | 6.00 | 2,400.00 | 6.50 | 2,600.00 | | 0007 | 202-02-32000 | Removal of Paved Ditches | 120 | SQYD | 40.00 | 4,800.00 | 11.50 | 1,380.00 | 16.00 | 1,920.00 | 15.00 | 1,800.00 | | 0008 | 202-02-32180 | Removal of Pipe Headwalls (16.6' X 4.0') | 1 | EACH | 3,000.00 | 3,000.00 | 920.00 | 920.00 | 2,000.00 | 2,000.00 | 1,500.00 | 1,500.00 | | 0010 | 203-01-00100 | General Excavation | 1,138 | CUYD | 20.00 | 22,760.00 | 5.56 | 6,327.28 | 15.00 | 17,070.00 | 30.00 | 34,140.00 | | 0011 | 203-03-00100 | Embankment | 99,918 | CUYD | 20.00 | 1,998,360.00 | 22.18 | 2,216,181.24 | 23.00 | 2,298,114.00 | 34.00 | 3,397,212.00 | | 0012 | 203-04-00300 | Nonplastic Embankment (Stone) | 16 | CUYD | 150.00 | 2,400.00 | 100.63 | 1,610.08 | 200.00 | 3,200.00 | 100.00 | 1,600.00 | | 0013 | 204-02-00100 | Temporary Hay Bales | 50 | EACH | 35.00 | 1,750.00 | 26.75 | 1,337.50 | 20.00 | 1,000.00 | 25.00 | 1,250.00 | | 0014 | 204-03-00100 | Temporary Slope Drains | 257 | LNFT | 30.00 | 7,710.00 | 32.10 | 8,249.70 | 25.00 | 6,425.00 | 5.00 | 1,285.00 | | 0015 | 204-04-00100 | Temporary Sediment Basins | 1 | EACH | 280.80 | 280.80 | 300.46 | 300.46 | 500.00 | 500.00 | 25,000.00 | 25,000.00 | | 0016 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 52 | EACH | 325.00 | 16,900.00 | 160.50 | 8,346.00 | 110.00 | 5,720.00 | 150.00 | 7,800.00 | | 0017 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 3 | EACH | 45.00 | 135.00 | 535.00 | 1,605.00 | 1,000.00 | 3,000.00 | 500.00 | 1,500.00 | | 0018 | 204-06-00100 | Temporary Silt Fencing | 4,516 | LNFT | 2.00 | 9,032.00 | 1.98 | 8,941.68 | 2.00 | 9,032.00 | 3.00 | 13,548.00 | | 0019 | 204-07-00100 | Temporary Stone Construction Entrance | 3 | EACH | 6,500.00 | 19,500.00 | 4,025.00 | 12,075.00 | 4,500.00 | 13,500.00 | 5,000.00 | 15,000.00 | | 0020 | 302-02-06020 | Class II Base Course (6" Thick) (Crushed Stone) | 270.2 | SQYD | 35.00 | 9,457.00 | 31.08 | 8,397.82 | 29.00 | 7,835.80 | 25.00 | 6,755.00 | | 0021 | 302-02-08560 | Class II Base Course (8-1/2" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | 3,927.4 | SQYD | 30.00 | 117,822.00 | 25.56 | 100,384.34 | 18.00 | 70,693.20 | 30.00 | 117,822.00 | | 0022 | 302-02-10060 | Class II Base Course (10" Thick) (Crushed Stone, Recycled Portland Cement Concrete, Blended Calcium Sulfate) | 4,907 | SQYD | 25.00 | 122,675.00 | 29.45 | 144,511.15 | 19.00 | 93,233.00 | 32.00 | 157,024.00 | | 0023 | 304-01-00100 | Lime | 64.5 | TON | 215.00 | 13,867.50 | 144.90 | 9,346.05 | 200.00 | 12,900.00 | 350.00 | 22,575.00 | | 0024 | 304-05-00100 | Lime Treatment (Type E) | 4,552 | SQYD | 5.00 | 22,760.00 | 1.51 | 6,873.52 | 3.00 | 13,656.00 | 7.00 | 31,864.00 | | 0025 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 50.1 | CUYD | 360.00 | 18,036.00 | 195.11 | 9,775.01 | 110.00 | 5,511.00 | 110.00 | 5,511.00 | | 0026 | 502-01-00100 | Asphalt Concrete | 1,274 | TON | 100.00 | 127,400.00 | 115.50 | 147,147.00 | 115.00 | 146,510.00 | 122.00 | 155,428.00 | | 0027 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 38 | TON | 100.00 | 3,800.00 | 220.50 | 8,379.00 | 115.00 | 4,370.00 | 115.00 | 4,370.00 | | 0028 | 601-01-00500 | Portland Cement Concrete Pavement (10" Thick) | 4,014.1 | SQYD | 150.00 | 602,115.00 | 106.36 | 426,939.68 | 90.00 | 361,269.00 | 100.00 | 401,410.00 | | 0029 | 601-03-01100 | Portland Cement Concrete Shoulder (10" Thick) | 694 | SQYD | 140.00 | 97,160.00 | 106.36 | 73,813.84 | 90.00 | 62,460.00 | 110.00 | 76,340.00 | | 0030 | 701-01-01043 | Cross Drain Pipe (36" RCP/RPVCP) (See Plan Sheet 16 for Allowable Pipe Material) | 404 | LNFT | 200.00 | 80,800.00 | 117.22 | 47,356.88 | 115.00 | 46,460.00 | 200.00 | 80,800.00 | | 0031 | 701-01-02003 | Cross Drain Pipe (24" RCP/RPVCP or 30" CMP) (See Plan Sheet 16 for Allowable Pipe Material) | 207 | LNFT | 175.00 | 36,225.00 | 90.31 | 18,694.17 | 80.00 | 16,560.00 | 250.00 | 51,750.00 | | 0032 | 701-03-01002 | Storm Drain Pipe (15" RCP/RPVCP) (See Plan Sheet 16 for Allowable Pipe Material) | 130 | LNFT | 120.00 | 15,600.00 | 77.89 | 10,125.70 | 75.00 | 9,750.00 | 100.00 | 13,000.00 | | 0033 | 701-05-01042 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW/CMP) (See Plan Sheet 16 for Allowable Pipe Material) | 45 | LNFT | 95.00 | 4,275.00 | 81.22 | 3,654.90 | 90.00 | 4,050.00 | 110.00 | 4,950.00 | | 0034 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 50 | LNFT | 220.00 | 11,000.00 | 90.31 | 4,515.50 | 110.00 | 5,500.00 | 150.00 | 7,500.00 | | 0035 | 701-15-00100 | Concrete Collar | 2 | EACH | 2,000.00 | 4,000.00 | 460.00 | 920.00 | 500.00 | 1,000.00 | 1,500.00 | 3,000.00 | | 0036 | 702-03-00100 | Catch Basins (CB-01) | 1 | EACH | 5,000.00 | 5,000.00 | 2,530.00 | 2,530.00 | 4,000.00 | 4,000.00 | 3,500.00 | 3,500.00 | | 0037 | 702-03-00500 | Catch Basins (CB-06) | 2 | EACH | 8,000.00 | 16,000.00 | 3,450.00 | 6,900.00 | 4,500.00 | 9,000.00 | 5,200.00 | 10,400.00 | | 0038 | 703-03-00100 | Perforated Pipe Underdrains | 320 | LNFT | 20.00 | 6,400.00 | 13.80 | 4,416.00 | 25.00 | 8,000.00 | 18.00 | 5,760.00 | | 0039 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 275 | LNFT | 24.00 | 6,600.00 | 24.88 | 6,842.00 | 25.00 | 6,875.00 | 32.00 | 8,800.00 | | 0040 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 100 | LNFT | 90.00 | 9,000.00 | 80.79 | 8,079.00 | 90.00 | 9,000.00 | 90.00 | 9,000.00 | | 0041 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 4 | EACH | 2,600.00 | 10,400.00 | 3,477.50 | 13,910.00 | 2,600.00 | 10,400.00 | 2,600.00 | 10,400.00 | | 0042 | 705-02-00100 | Combination Mesh & Barbed Wire Fence | 179 | LNFT | 15.00 | 2,685.00 | 16.05 | 2,872.95 | 10.00 | 1,790.00 | 15.00 | 2,685.00 | | 0043 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 270.2 | SQYD | 70.00 | 18,914.00 | 47.88 | 12,937.18 | 66.00 | 17,833.20 | 55.00 | 14,861.00 | | 0044 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 532.3 | SQYD | 70.00 | 37,261.00 | 56.01 | 29,814.12 | 75.00 | 39,922.50 | 100.00 | 53,230.00 | | 0045 | 706-03-00300 | Incidental Concrete Paving (6" Thick) (Reinforced) | 775.2 | SQYD | 95.00 | 73,644.00 | 47.47 | 36,798.74 | 160.00 | 124,032.00 | 100.00 | 77,520.00 | | 0046 | 706-03-10000 | Incidental Concrete Paving (Colored)(inch Thick) (6" Thick) | 1,543.1 | SQYD | 60.00 | 92,586.00 | 79.63 | 122,877.05 | 75.00 | 115,732.50 | 70.00 | 108,017.00 | | 0047 | 707-01-00200 | Concrete Curb (Barrier) | 645.4 | LNFT | 8.00 | 5,163.20 | 11.50 | 7,422.10 | 12.00 | 7,744.80 | 10.00 | 6,454.00 | | 0048 | 711-01-02020 | Riprap (10 lb, 12" Thick) | 260 | SQYD | 80.00 | 20,800.00 | 51.75 | 13,455.00 | 75.00 | 19,500.00 | 55.00 | 14,300.00 | | 0049 | 711-04-00100 | Geotextile Fabric | 260 | SQYD | 7.00 | 1,820.00 | 1.25 | 325.00 | 3.00 | 780.00 | 3.00 | 780.00 | | 0050 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 200,000.00 | 200,000.00 | 520,400.00 | 520,400.00 | 675,000.00 | 675,000.00 | 750,000.00 | 750,000.00 | | 0051 | 713-02-00100 | Temporary Pavement Markings (4" Width) | 7,400 | LNFT | 0.15 | 1,110.00 | 0.21 | 1,554.00 | 0.10 | 740.00 | 0.18 | 1,332.00 | | 0052 | 713-03-02020 | Temporary Pavement Markings (Broken Line) (4" W) (10' L) (Type 1 Removable) | 5 | MILE | 2,500.00 | 12,500.00 | 2,700.00 | 13,500.00 | 2,500.00 | 12,500.00 | 3,500.00 | 17,500.00 | | 0053 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 10 | MILE | 7,000.00 | 70,000.00 | 9,362.50 | 93,625.00 | 8,000.00 | 80,000.00 | 7,000.00 | 70,000.00 | | 0054 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 500 | EACH | 4.75 | 2,375.00 | 7.02 | 3,510.00 | 5.00 | 2,500.00 | 4.00 | 2,000.00 | | 0055 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 800 | EACH | 550.00 | 440,000.00 | 133.85 | 107,080.00 | 1,000.00 | 800,000.00 | 100.00 | 80,000.00 | | 0056 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 20 | EACH | 365.00 | 7,300.00 | 91.09 | 1,821.80 | 500.00 | 10,000.00 | 450.00 | 9,000.00 | | 0057 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 1,600 | EACH | 20.00 | 32,000.00 | 91.09 | 145,744.00 | 35.00 | 56,000.00 | 1.00 | 1,600.00 | | 0058 | 713-11-00100 | Portable Changeable Message Signs | 8 | EACH | 14,000.00 | 112,000.00 | 11,687.50 | 93,500.00 | 14,000.00 | 112,000.00 | 8,000.00 | 64,000.00 | | 0059 | 716-01-00100 | Mulch (Vegetative) | 12.8 | TON | 730.00 | 9,344.00 | 684.31 | 8,759.17 | 650.00 | 8,320.00 | 700.00 | 8,960.00 | | 0060 | 717-01-00100 | Seeding | 194 | LB | 12.00 | 2,328.00 | 22.58 | 4,380.52 | 22.00 | 4,268.00 | 12.00 | 2,328.00 | | 0061 | 718-01-00100 | Fertilizer | 6,462 | LB | 0.50 | 3,231.00 | 0.67 | 4,329.54 | 0.65 | 4,200.30 | 0.45 | 2,907.90 | | 0062 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 753 | SQYD | 2.00 | 1,506.00 | 1.77 | 1,332.81 | 1.70 | 1,280.10 | 2.00 | 1,506.00 | | 0063 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 101 | SQYD | 2.50 | 252.50 | 2.45 | 247.45 | 3.00 | 303.00 | 2.50 | 252.50 | | 0064 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 133 | SQYD | 3.00 | 399.00 | 3.50 | 465.50 | 4.00 | 532.00 | 3.00 | 399.00 | | 0065 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 70,000.00 | 70,000.00 | 17,250.00 | 17,250.00 | 50,000.00 | 50,000.00 | 45,000.00 | 45,000.00 | | 0066 | 726-01-00100 | Bedding Material | 164.5 | CUYD | 100.00 | 16,450.00 | 86.25 | 14,188.13 | 80.00 | 13,160.00 | 100.00 | 16,450.00 | | 0067 | 727-01-00100 | Mobilization | 1 | LUMP | 1,360,000.00 | 1,360,000.00 | 1,056,471.03 | 1,056,471.03 | 1,430,000.00 | 1,430,000.00 | 1,400,000.00 | 1,400,000.00 | | 0068 | 729-16-00300 | Object Marker Assembly (Type 3) | 4 | EACH | 85.00 | 340.00 | 85.60 | 342.40 | 100.00 | 400.00 | 85.00 | 340.00 | | 0069 | 729-19-00100 | Dead End Road Installations (Type A) | 1 | EACH | 2,100.00 | 2,100.00 | 2,247.00 | 2,247.00 | 2,500.00 | 2,500.00 | 2,100.00 | 2,100.00 | | 0070 | 731-02-00100 | Reflectorized Raised Pavement Markers | 1,325 | EACH | 5.00 | 6,625.00 | 6.82 | 9,036.50 | 5.00 | 6,625.00 | 5.00 | 6,625.00 | | 0071 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 1.947 | MILE | 2,850.00 | 5,548.95 | 5,950.00 | 11,584.65 | 2,700.00 | 5,256.90 | 2,900.00 | 5,646.30 | | 0072 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 3.894 | MILE | 1,175.00 | 4,575.45 | 1,605.00 | 6,249.87 | 800.00 | 3,115.20 | 1,110.00 | 4,322.34 | | 0073 | 732-05-00100 | Removal of Existing Markings | 1.4 | MILE | 5,400.00 | 7,560.00 | 5,300.00 | 7,420.00 | 7,500.00 | 10,500.00 | 5,400.00 | 7,560.00 | | 0074 | 737-03-00100 | Painted Traffic Striping (Solid Line) (4" Width) | 7,200 | LNFT | 0.20 | 1,440.00 | 0.27 | 1,944.00 | 0.35 | 2,520.00 | 0.22 | 1,584.00 | | 0075 | 737-03-00500 | Painted Traffic Striping (Solid Line) (24" Width) | 1,705 | LNFT | 2.00 | 3,410.00 | 1.07 | 1,824.35 | 2.00 | 3,410.00 | 1.20 | 2,046.00 | | 0076 | 740-01-00100 | Construction Layout | 1 | LUMP | 150,000.00 | 150,000.00 | 287,500.00 | 287,500.00 | 120,000.00 | 120,000.00 | 150,000.00 | 150,000.00 | | 0077 | 802-01-00100 | Structural Excavation (Bents) | 350 | CUYD | 80.00 | 28,000.00 | 265.00 | 92,750.00 | 75.00 | 26,250.00 | 35.00 | 12,250.00 | | 0078 | 802-03-00100 | Temporary Sheeting (Steel) | 6,688 | SQFT | 20.00 | 133,760.00 | 38.50 | 257,488.00 | 20.00 | 133,760.00 | 40.00 | 267,520.00 | | 0079 | 802-04-00100 | Mechanically Stabilized Earth Wall (Bridge Ends) | 18,404 | SQFT | 48.79 | 897,931.16 | 45.40 | 835,541.60 | 48.00 | 883,392.00 | 48.00 | 883,392.00 | | 0080 | 802-04-00100 | Mechanically Stabilized Earth Wall (Temporary) | 620 | SQFT | 38.81 | 24,062.20 | 21.09 | 13,075.80 | 45.00 | 27,900.00 | 40.00 | 24,800.00 | | 0081 | 802-05-00100 | MSEW Structural Excavation and Backfill | 1 | LUMP | 60,000.00 | 60,000.00 | 1.07 | 1.07 | 50,000.00 | 50,000.00 | 500,000.00 | 500,000.00 | | 0082 | 804-01-00200 | Precast Concrete Piles (14") | 160 | LNFT | 260.00 | 41,600.00 | 53.75 | 8,600.00 | 120.00 | 19,200.00 | 130.00 | 20,800.00 | | 0083 | 804-01-00400 | Precast Concrete Piles (18") | 5,272 | LNFT | 105.00 | 553,560.00 | 115.50 | 608,916.00 | 110.00 | 579,920.00 | 140.00 | 738,080.00 | | 0085 | 804-14-00100 | Dynamic Monitoring Assistance | 12 | EACH | 7,000.00 | 84,000.00 | 990.00 | 11,880.00 | 2,500.00 | 30,000.00 | 1,500.00 | 18,000.00 | | 0086 | 805-01-00200 | Class A1 Concrete (Deck) | 851.3 | CUYD | 750.00 | 638,475.00 | 1,469.52 | 1,251,002.38 | 990.00 | 842,787.00 | 1,000.00 | 851,300.00 | | 0087 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 365.15 | CUYD | 1,500.00 | 547,725.00 | 1,576.06 | 575,498.31 | 1,200.00 | 438,180.00 | 1,250.00 | 456,437.50 | | 0088 | 805-01-00400 | Class A1 Concrete (Column) | 61 | CUYD | 1,300.00 | 79,300.00 | 2,640.00 | 161,040.00 | 980.00 | 59,780.00 | 1,250.00 | 76,250.00 | | 0089 | 805-01-00500 | Class A1 Concrete (Footing) | 296.48 | CUYD | 800.00 | 237,184.00 | 815.40 | 241,749.79 | 550.00 | 163,064.00 | 200.00 | 59,296.00 | | 0090 | 805-01-00700 | Class A1 Concrete (Crash Wall) | 2.47 | CUYD | 1,500.00 | 3,705.00 | 1,605.00 | 3,964.35 | 4,000.00 | 9,880.00 | 5,500.00 | 13,585.00 | | 0091 | 805-08-00900 | Precast-Prestressed Concrete Girders (Type BT-72) | 3,438 | LNFT | 215.00 | 739,170.00 | 257.28 | 884,528.64 | 185.00 | 636,030.00 | 225.00 | 773,550.00 | | 0092 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 3,580 | SQFT | 1.00 | 3,580.00 | 2.75 | 9,845.00 | 2.00 | 7,160.00 | 1.00 | 3,580.00 | | 0093 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 3,580 | SQFT | 1.00 | 3,580.00 | 4.40 | 15,752.00 | 2.50 | 8,950.00 | 1.00 | 3,580.00 | | 0094 | 806-01-00100 | Deformed Reinforcing Steel | 352,866 | LB | 1.50 | 529,299.00 | 3.07 | 1,083,298.62 | 1.20 | 423,439.20 | 1.30 | 458,725.80 | | 0095 | 807-01-00800 | Structural Metalwork (170 lbs.) | 170 | LUMP | 2,000.00 | 2,000.00 | 26,400.00 | 26,400.00 | 3,500.00 | 3,500.00 | 5,000.00 | 5,000.00 | | 0096 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 896 | LUMP | 25,000.00 | 25,000.00 | 4,950.00 | 4,950.00 | 30,000.00 | 30,000.00 | 33,000.00 | 33,000.00 | | 0097 | 810-01-00100 | Concrete Bridge Railing (Standard) | 1,100 | LNFT | 150.00 | 165,000.00 | 126.50 | 139,150.00 | 95.00 | 104,500.00 | 110.00 | 121,000.00 | | 0099 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 12,556 | SQFT | 60.00 | 753,360.00 | 45.14 | 566,777.84 | 44.00 | 552,464.00 | 55.00 | 690,580.00 | | 0100 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 252 | SFIN | 85.00 | 21,420.00 | 99.00 | 24,948.00 | 98.00 | 24,696.00 | 85.00 | 21,420.00 | | 0101 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | 412 | LNFT | 300.00 | 123,600.00 | 253.00 | 104,236.00 | 260.00 | 107,120.00 | 450.00 | 185,400.00 | | 0102 | 816-02-00100 | Bridge End Drain System (Open Drain) | 2 | EACH | 14,500.00 | 29,000.00 | 2,006.25 | 4,012.50 | 10,000.00 | 20,000.00 | 5,000.00 | 10,000.00 | | 0104 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | 16 | EACH | 1,100.00 | 17,600.00 | 3,745.00 | 59,920.00 | 10.00 | 160.00 | 2,100.00 | 33,600.00 | | 0105 | NS-700-00830 | Impact Attenuator (Reusable, Test Level 2) | 1 | EACH | 19,800.00 | 19,800.00 | 33,914.50 | 33,914.50 | 25,000.00 | 25,000.00 | 19,800.00 | 19,800.00 | | 0106 | 202-02-02020 | Removal of Asphalt Pavement | 2,711.4 | SQYD | 8.00 | 21,691.20 | 6.06 | 16,431.08 | 3.00 | 8,134.20 | 8.50 | 23,046.90 | | 0107 | 202-02-03000 | Removal of Base – Soil Cement, Asphalt, or BCS | 2,711.4 | SQYD | 13.00 | 35,248.20 | 5.15 | 13,963.71 | 6.00 | 16,268.40 | 12.00 | 32,536.80 | | 0108 | 203-04-00100 | Nonplastic Embankment (Sand or Stone) | 9,573 | CUYD | 20.00 | 191,460.00 | 19.34 | 185,141.82 | 110.00 | 1,053,030.00 | 100.00 | 957,300.00 | | 0109 | 710-01-00100 | Flowable Fill (Non-Excavatable) | 477 | CUYD | 160.00 | 76,320.00 | 144.65 | 68,998.05 | 190.00 | 90,630.00 | 200.00 | 95,400.00 | | 0110 | 810-05-00140 | Concrete Roadway Barrier (54 inch Height) | 914 | LNFT | 365.00 | 333,610.00 | 458.91 | 419,443.74 | 440.00 | 402,160.00 | 300.00 | 274,200.00 | | 0111 | 822-09-00100 | Electrical System (New Underground Circuiting) | 1 | LUMP | 12,000.00 | 12,000.00 | 13,800.00 | 13,800.00 | 10,000.00 | 10,000.00 | 12,000.00 | 12,000.00 | | 0112 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 4 | EACH | 9,400.00 | 37,600.00 | 33,408.50 | 133,634.00 | 100.00 | 400.00 | 22,500.00 | 90,000.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 13,631,061.16 | | 15,168,356.33 | | 14,996,503.30 | | 16,745,175.04 |
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