Proposal:H.002980.6-R1
Parish:Calcasieu, Jefferson Davis
Routes:I-10
Description:I-10 OVERPASS OVER US 165 & MP R.R
Type Construction:CLEARING AND GRUBBING, REMOVAL OF BRIDGE, GRADING, DRAINAGE STRUCTURES, MILLING ASPHALT CONCRETE, SUBGRADE TREATMENT, CLASS II BASE COURSE, LIME TREATMENT, ASPHALT CONCRETE PAVEMENT, CONCRETE SLAB SPAN BRIDGE, PRECAST PRESTRESSED CONCRETE GIRDER BRIDGE, DRILLED SHAFT FOUNDATIONS, ALTERNATE AA1: FLEXIBLE PAVEMENT, THIN ASPHALT CONCRETE (OGFC), ASPHALT CONCRETE OVERLAY, PAVEMENT PATCHING; ALTERNATE AA2: RIGID PAVEMENT, CLASS II BASE COURSE, PORTLAND CEMENT CONCRETE PAVEMENT, AND RELATED WORK.
Estimated Construction Cost:$76,444,994.90
Maximum Number of Days Allowed for Construction:9999
Calculated Daily User Cost:$20,000.00
| Rank | License | Bidder | Construction Bid | Bidder's Proposed
Contract Time | Total Bid |
| 1 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $75,743,553.78 | 800.00 | $91,743,553.78 |
| 2 | 39462 | JB JAMES CONSTRUCTION LLC | $73,785,481.20 | 1000.00 | $93,785,481.20 |
| 3 | 58134 | Johnson Bros. Corp. A Southland Co. | $80,903,892.00 | 700.00 | $94,903,892.00 |
| 4 | 55950 | Brown Industrial Construction, LLC | $78,139,262.25 | 1100.00 | $100,139,262.25 |
| 5 | 47347 | Kiewit Louisiana Co. | $99,987,484.38 | 724.00 | $114,467,484.38 |
| 6 | 11170 | W.G. Yates & Sons Construction Co. | $89,983,237.37 | 1600.00 | $121,983,237.37 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
GILCHRIST CONSTRUCTION COMPANY, LLC | - 2 -
JB JAMES CONSTRUCTION LLC | - 3 -
Johnson Bros. Corp. A Southland Co. | - 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 | 7.272 | LUMP | 1,500,000.00 | 1,500,000.00 | 1,600,000.00 | 1,600,000.00 | 1,000,000.00 | 1,000,000.00 | 3,000,000.00 | 3,000,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 50,000.00 | 50,000.00 | 100,000.00 | 100,000.00 | 125,000.00 | 125,000.00 | 30,000.00 | 30,000.00 | | 0003 | 202-02-00010 | Removal of Cable Barrier Gated End Terminal | 3 | EACH | 115.00 | 345.00 | 3,000.00 | 9,000.00 | 1,000.00 | 3,000.00 | 250.00 | 750.00 | | 0004 | 202-02-00010 | Removal of Gate | 1 | EACH | 1,200.00 | 1,200.00 | 1,000.00 | 1,000.00 | 1,000.00 | 1,000.00 | 500.00 | 500.00 | | 0005 | 202-02-00010 | Removal of Safety End Treatments | 5 | EACH | 2,000.00 | 10,000.00 | 1,000.00 | 5,000.00 | 500.00 | 2,500.00 | 1,300.00 | 6,500.00 | | 0006 | 202-02-00020 | Removal of Concrete Strip | 4,180 | SQYD | 9.00 | 37,620.00 | 13.00 | 54,340.00 | 20.00 | 83,600.00 | 8.00 | 33,440.00 | | 0007 | 202-02-00030 | Removal of High Tension Cable Barrier | 4,425 | LNFT | 6.00 | 26,550.00 | 5.00 | 22,125.00 | 5.00 | 22,125.00 | 5.00 | 22,125.00 | | 0008 | 202-02-02000 | Removal of Asphalt Drives | 81 | SQYD | 42.00 | 3,402.00 | 15.00 | 1,215.00 | 55.00 | 4,455.00 | 15.00 | 1,215.00 | | 0009 | 202-02-02020 | Removal of Asphalt Pavement | 75,484.9 | SQYD | 10.00 | 754,849.00 | 4.00 | 301,939.60 | 10.00 | 754,849.00 | 20.00 | 1,509,698.00 | | 0010 | 202-02-04501 | Removal of Bridge (J2-28'x742' CONCRETE DECK & BENTS W/STEEL I-BEAM (ROLLED) BRIDGES) | 41,552 | LUMP | 1,000,000.00 | 1,000,000.00 | 500,000.00 | 500,000.00 | 1,982,989.00 | 1,982,989.00 | 4,000,000.00 | 4,000,000.00 | | 0011 | 202-02-06040 | Removal of Concrete Box Headwall 2-Barrel, 5' x 5' RCB | 1 | EACH | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | | 0012 | 202-02-06040 | Removal of Concrete Box Headwall 3-Barrel, 4' x 4' RCB | 1 | EACH | 8,000.00 | 8,000.00 | 6,000.00 | 6,000.00 | 7,500.00 | 7,500.00 | 5,000.00 | 5,000.00 | | 0013 | 202-02-12000 | Removal of Fence | 451 | LNFT | 10.00 | 4,510.00 | 10.00 | 4,510.00 | 3.00 | 1,353.00 | 4.00 | 1,804.00 | | 0014 | 202-02-14500 | Removal of Guard Rail | 4,232.3 | LNFT | 9.00 | 38,090.70 | 8.00 | 33,858.40 | 10.00 | 42,323.00 | 8.00 | 33,858.40 | | 0015 | 202-02-26000 | Removal of Manholes | 2 | EACH | 2,600.00 | 5,200.00 | 3,000.00 | 6,000.00 | 1,500.00 | 3,000.00 | 1,500.00 | 3,000.00 | | 0016 | 202-02-32100 | Removal of Pipe (Cross Drain) (24" - 30") | 347 | LNFT | 160.00 | 55,520.00 | 38.00 | 13,186.00 | 60.00 | 20,820.00 | 65.00 | 22,555.00 | | 0017 | 202-02-32120 | Removal of Pipe (Side Drain) (12" - 30") | 237 | LNFT | 30.00 | 7,110.00 | 30.00 | 7,110.00 | 45.00 | 10,665.00 | 40.00 | 9,480.00 | | 0018 | 202-02-32180 | Removal of Pipe Headwalls | 13 | EACH | 1,300.00 | 16,900.00 | 900.00 | 11,700.00 | 1,300.00 | 16,900.00 | 1,000.00 | 13,000.00 | | 0019 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 37,833 | SQYD | 10.00 | 378,330.00 | 8.00 | 302,664.00 | 30.00 | 1,134,990.00 | 8.00 | 302,664.00 | | 0020 | 202-02-38220 | Removal of Sign Supports | 26 | EACH | 375.00 | 9,750.00 | 175.00 | 4,550.00 | 700.00 | 18,200.00 | 180.00 | 4,680.00 | | 0021 | 202-02-38300 | Removal of Sign and U-Channel Post | 18 | EACH | 16.00 | 288.00 | 125.00 | 2,250.00 | 30.00 | 540.00 | 130.00 | 2,340.00 | | 0022 | 202-02-38330 | Removal of Sign Cantilever and Footing | 1 | EACH | 11,000.00 | 11,000.00 | 3,000.00 | 3,000.00 | 12,000.00 | 12,000.00 | 3,000.00 | 3,000.00 | | 0023 | 202-02-38360 | Removal of Sign Faces | 26 | EACH | 27.00 | 702.00 | 100.00 | 2,600.00 | 40.00 | 1,040.00 | 100.00 | 2,600.00 | | 0024 | 203-01-00100 | General Excavation | 51,400 | CUYD | 8.00 | 411,200.00 | 18.00 | 925,200.00 | 20.00 | 1,028,000.00 | 11.00 | 565,400.00 | | 0025 | 203-03-00100 | Embankment | 130,362 | CUYD | 33.00 | 4,301,946.00 | 36.00 | 4,693,032.00 | 25.00 | 3,259,050.00 | 32.50 | 4,236,765.00 | | 0026 | 203-04-00300 | Nonplastic Embankment (Stone) | 538 | CUYD | 300.00 | 161,400.00 | 220.00 | 118,360.00 | 200.00 | 107,600.00 | 140.00 | 75,320.00 | | 0027 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 500,000.00 | 500,000.00 | 100,000.00 | 100,000.00 | 200,000.00 | 200,000.00 | 100,000.00 | 100,000.00 | | 0028 | 203-08-00100 | Geotextile Fabric | 1,355 | SQYD | 2.50 | 3,387.50 | 4.00 | 5,420.00 | 8.00 | 10,840.00 | 3.70 | 5,013.50 | | 0029 | 203-11-00100 | Settlement Plate Installation and Monitoring | 9 | EACH | 5,000.00 | 45,000.00 | 3,000.00 | 27,000.00 | 15,000.00 | 135,000.00 | 2,500.00 | 22,500.00 | | 0030 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 178 | EACH | 165.00 | 29,370.00 | 150.00 | 26,700.00 | 300.00 | 53,400.00 | 140.00 | 24,920.00 | | 0031 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 2 | EACH | 1,600.00 | 3,200.00 | 2,000.00 | 4,000.00 | 2,000.00 | 4,000.00 | 1,000.00 | 2,000.00 | | 0032 | 204-06-00100 | Temporary Silt Fencing | 29,129 | LNFT | 2.50 | 72,822.50 | 3.00 | 87,387.00 | 2.00 | 58,258.00 | 2.00 | 58,258.00 | | 0033 | 204-07-00100 | Temporary Stone Construction Entrance | 17 | EACH | 6,000.00 | 102,000.00 | 4,500.00 | 76,500.00 | 7,500.00 | 127,500.00 | 5,000.00 | 85,000.00 | | 0034 | 302-02-06070 | Class II Base Course (6" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 101,697.1 | SQYD | 18.25 | 1,855,972.08 | 22.00 | 2,237,336.20 | 25.00 | 2,542,427.50 | 23.00 | 2,339,033.30 | | 0035 | 302-02-08010 | Class II Base Course (8" Thick) (Soil Cement) | 101,697.1 | SQYD | 23.50 | 2,389,881.85 | 22.00 | 2,237,336.20 | 25.00 | 2,542,427.50 | 16.00 | 1,627,153.60 | | 0036 | 302-02-08510 | Class II Base Course (8-1/2" Thick) (Soil Cement) | 15,515.2 | SQYD | 25.00 | 387,880.00 | 24.00 | 372,364.80 | 25.00 | 387,880.00 | 18.00 | 279,273.60 | | 0037 | 304-01-00100 | Lime | 164.94 | TON | 300.00 | 49,482.00 | 200.00 | 32,988.00 | 600.00 | 98,964.00 | 280.00 | 46,183.20 | | 0038 | 304-05-00100 | Lime Treatment (Type E) | 11,637 | SQYD | 4.00 | 46,548.00 | 3.00 | 34,911.00 | 7.00 | 81,459.00 | 3.75 | 43,638.75 | | 0039 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 101,697 | SQYD | 23.00 | 2,339,031.00 | 20.00 | 2,033,940.00 | 26.00 | 2,644,122.00 | 19.00 | 1,932,243.00 | | 0040 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 263 | CUYD | 115.00 | 30,245.00 | 130.00 | 34,190.00 | 100.00 | 26,300.00 | 135.00 | 35,505.00 | | 0041 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 49 | CUYD | 30.00 | 1,470.00 | 130.00 | 6,370.00 | 100.00 | 4,900.00 | 120.00 | 5,880.00 | | 0042 | 502-01-00100 | Asphalt Concrete | 5,334.1 | TON | 150.00 | 800,115.00 | 140.00 | 746,774.00 | 175.00 | 933,467.50 | 130.00 | 693,433.00 | | 0043 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 235.2 | TON | 400.00 | 94,080.00 | 170.00 | 39,984.00 | 200.00 | 47,040.00 | 165.00 | 38,808.00 | | 0044 | 509-01-00100 | Milling Asphalt Pavement | 23,066 | SQYD | 5.00 | 115,330.00 | 2.00 | 46,132.00 | 5.00 | 115,330.00 | 8.50 | 196,061.00 | | 0045 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -960 | CUYD | 1.00 | -960.00 | 0.01 | -9.60 | 1.00 | -960.00 | 0.01 | -9.60 | | 0046 | 701-01-01003 | Cross Drain Pipe (24" RCP/RPVCP/CPEPDW) | 246 | LNFT | 165.00 | 40,590.00 | 220.00 | 54,120.00 | 200.00 | 49,200.00 | 170.00 | 41,820.00 | | 0047 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 68 | LNFT | 225.00 | 15,300.00 | 300.00 | 20,400.00 | 210.00 | 14,280.00 | 230.00 | 15,640.00 | | 0048 | 701-05-01064 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW) | 198 | LNFT | 145.00 | 28,710.00 | 200.00 | 39,600.00 | 200.00 | 39,600.00 | 150.00 | 29,700.00 | | 0049 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 230 | LNFT | 300.00 | 69,000.00 | 240.00 | 55,200.00 | 350.00 | 80,500.00 | 200.00 | 46,000.00 | | 0050 | 701-10-01120 | Reinforced Concrete Pipe (Extension) (42") | 6 | LNFT | 1,000.00 | 6,000.00 | 800.00 | 4,800.00 | 515.00 | 3,090.00 | 430.00 | 2,580.00 | | 0051 | 701-15-00100 | Concrete Collar | 11 | EACH | 3,200.00 | 35,200.00 | 2,000.00 | 22,000.00 | 2,500.00 | 27,500.00 | 1,300.00 | 14,300.00 | | 0052 | 702-02-00100 | Manholes (MH-06) | 2 | EACH | 5,000.00 | 10,000.00 | 6,000.00 | 12,000.00 | 7,500.00 | 15,000.00 | 8,500.00 | 17,000.00 | | 0053 | 702-08-00100 | Side Drain Safety End (Type 1) | 2 | EACH | 4,500.00 | 9,000.00 | 4,000.00 | 8,000.00 | 5,000.00 | 10,000.00 | 6,000.00 | 12,000.00 | | 0054 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 618.8 | LNFT | 37.00 | 22,895.60 | 34.00 | 21,039.20 | 35.00 | 21,658.00 | 31.00 | 19,182.80 | | 0055 | 704-05-00300 | Guard Rail Anchor Sections - 31", (Trailing End) | 10.9 | LNFT | 220.00 | 2,398.00 | 200.00 | 2,180.00 | 215.00 | 2,343.50 | 150.00 | 1,635.00 | | 0056 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 120.00 | 9,000.00 | 110.00 | 8,250.00 | 115.00 | 8,625.00 | 100.00 | 7,500.00 | | 0057 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 3,400.00 | 13,600.00 | 3,100.00 | 12,400.00 | 3,180.00 | 12,720.00 | 3,500.00 | 14,000.00 | | 0058 | 705-06-00500 | Chain Link Fence (8 Foot Height) | 720 | LNFT | 215.00 | 154,800.00 | 200.00 | 144,000.00 | 200.00 | 144,000.00 | 85.00 | 61,200.00 | | 0059 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 55.6 | SQYD | 115.00 | 6,394.00 | 180.00 | 10,008.00 | 145.00 | 8,062.00 | 120.00 | 6,672.00 | | 0060 | 708-01-00100 | Right-of-Way Monument | 7 | EACH | 600.00 | 4,200.00 | 550.00 | 3,850.00 | 500.00 | 3,500.00 | 400.00 | 2,800.00 | | 0061 | 708-02-00100 | Right-of-Way Monument Witness Post | 7 | EACH | 600.00 | 4,200.00 | 550.00 | 3,850.00 | 500.00 | 3,500.00 | 400.00 | 2,800.00 | | 0062 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 2,928 | SQYD | 220.00 | 644,160.00 | 75.00 | 219,600.00 | 150.00 | 439,200.00 | 110.00 | 322,080.00 | | 0063 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 2,500,000.00 | 2,500,000.00 | 720,000.00 | 720,000.00 | 1,080,000.00 | 1,080,000.00 | 1,000,000.00 | 1,000,000.00 | | 0064 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 48.613 | MILE | 4,000.00 | 194,452.00 | 9,800.00 | 476,407.40 | 11,400.00 | 554,188.20 | 10,000.00 | 486,130.00 | | 0065 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 24,038 | EACH | 11.00 | 264,418.00 | 10.00 | 240,380.00 | 12.00 | 288,456.00 | 10.00 | 240,380.00 | | 0066 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 910 | EACH | 800.00 | 728,000.00 | 1,500.00 | 1,365,000.00 | 498.00 | 453,180.00 | 1,200.00 | 1,092,000.00 | | 0067 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 2,588 | EACH | 100.00 | 258,800.00 | 60.00 | 155,280.00 | 66.00 | 170,808.00 | 45.00 | 116,460.00 | | 0068 | 713-11-00100 | Portable Changeable Message Signs | 6 | EACH | 35,000.00 | 210,000.00 | 20,000.00 | 120,000.00 | 19,000.00 | 114,000.00 | 25,000.00 | 150,000.00 | | 0069 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,245 | SQYD | 2.10 | 4,714.50 | 2.00 | 4,490.00 | 2.00 | 4,490.00 | 3.00 | 6,735.00 | | 0070 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 482 | SQYD | 4.00 | 1,928.00 | 4.00 | 1,928.00 | 3.00 | 1,446.00 | 4.00 | 1,928.00 | | 0071 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 682 | SQYD | 4.25 | 2,898.50 | 4.00 | 2,728.00 | 4.00 | 2,728.00 | 5.00 | 3,410.00 | | 0072 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 150,000.00 | 150,000.00 | 60,000.00 | 60,000.00 | 150,000.00 | 150,000.00 | 60,000.00 | 60,000.00 | | 0073 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 5.567 | MILE | 2,300.00 | 12,804.10 | 3,000.00 | 16,701.00 | 800.00 | 4,453.60 | 600.00 | 3,340.20 | | 0074 | 725-01-00100 | Temporary Detour Roads | 21,061 | SQYD | 133.00 | 2,801,113.00 | 170.00 | 3,580,370.00 | 150.00 | 3,159,150.00 | 120.00 | 2,527,320.00 | | 0075 | 726-01-00100 | Bedding Material | 179.2 | CUYD | 150.00 | 26,880.00 | 120.00 | 21,504.00 | 150.00 | 26,880.00 | 125.00 | 22,400.00 | | 0076 | 727-01-00100 | Mobilization | 1 | LUMP | 7,400,000.00 | 7,400,000.00 | 7,200,000.00 | 7,200,000.00 | 8,000,000.00 | 8,000,000.00 | 7,800,000.00 | 7,800,000.00 | | 0077 | 729-01-00100 | Sign (Type A) | 515.5 | SQFT | 40.00 | 20,620.00 | 35.00 | 18,042.50 | 41.00 | 21,135.50 | 35.00 | 18,042.50 | | 0078 | 729-04-00100 | Sign (Type D) | 599 | SQFT | 48.00 | 28,752.00 | 44.00 | 26,356.00 | 53.00 | 31,747.00 | 45.00 | 26,955.00 | | 0079 | 729-05-00100 | Sign (Type E) | 95 | SQFT | 45.00 | 4,275.00 | 60.00 | 5,700.00 | 46.00 | 4,370.00 | 60.00 | 5,700.00 | | 0080 | 729-06-00100 | Sign (Overhead Mounted) | 643.5 | SQFT | 50.00 | 32,175.00 | 45.00 | 28,957.50 | 53.00 | 34,105.50 | 50.00 | 32,175.00 | | 0081 | 729-08-00200 | Mounting (3 1/2" Size Post) | 16 | EACH | 1,700.00 | 27,200.00 | 1,650.00 | 26,400.00 | 1,700.00 | 27,200.00 | 1,700.00 | 27,200.00 | | 0082 | 729-08-00210 | Mounting (3 1/2" Size Post)(Structure Mount) | 1 | EACH | 3,900.00 | 3,900.00 | 8,500.00 | 8,500.00 | 4,300.00 | 4,300.00 | 9,000.00 | 9,000.00 | | 0083 | 729-08-00220 | Mounting (3 1/2" Size Post)(Median Barrier Mount) | 3 | EACH | 1,950.00 | 5,850.00 | 3,000.00 | 9,000.00 | 2,200.00 | 6,600.00 | 3,000.00 | 9,000.00 | | 0084 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 6 | EACH | 2,000.00 | 12,000.00 | 1,850.00 | 11,100.00 | 2,200.00 | 13,200.00 | 2,000.00 | 12,000.00 | | 0085 | 729-08-00800 | Mounting (W8 x 24 Size Post) | 6 | EACH | 3,100.00 | 18,600.00 | 4,250.00 | 25,500.00 | 3,400.00 | 20,400.00 | 4,500.00 | 27,000.00 | | 0086 | 729-08-00900 | Mounting (W10 x 33 Size Post) | 2 | EACH | 7,200.00 | 14,400.00 | 7,800.00 | 15,600.00 | 8,000.00 | 16,000.00 | 8,000.00 | 16,000.00 | | 0087 | 729-11-00100 | Mounting (Overhead Cantilever) (Ground Mounted) | 1 | EACH | 60,000.00 | 60,000.00 | 70,000.00 | 70,000.00 | 64,000.00 | 64,000.00 | 70,000.00 | 70,000.00 | | 0088 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 11,000.00 | 22,000.00 | 17,000.00 | 34,000.00 | 12,000.00 | 24,000.00 | 18,000.00 | 36,000.00 | | 0089 | 729-16-00200 | Object Marker Assembly (Type 2) | 1 | EACH | 60.00 | 60.00 | 95.00 | 95.00 | 63.00 | 63.00 | 100.00 | 100.00 | | 0090 | 729-16-00300 | Object Marker Assembly (Type 3) | 5 | EACH | 105.00 | 525.00 | 105.00 | 525.00 | 115.00 | 575.00 | 110.00 | 550.00 | | 0091 | 729-18-00100 | Milepost Assembly (Structure Mounted) | 1 | EACH | 400.00 | 400.00 | 1,500.00 | 1,500.00 | 430.00 | 430.00 | 100.00 | 100.00 | | 0092 | 729-20-00600 | Footings for Overhead Mountings (Cantilever) | 1 | EACH | 100,000.00 | 100,000.00 | 70,000.00 | 70,000.00 | 75,500.00 | 75,500.00 | 70,000.00 | 70,000.00 | | 0093 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 5 | EACH | 200.00 | 1,000.00 | 275.00 | 1,375.00 | 222.00 | 1,110.00 | 300.00 | 1,500.00 | | 0094 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 4,404 | EACH | 13.00 | 57,252.00 | 12.00 | 52,848.00 | 14.00 | 61,656.00 | 12.00 | 52,848.00 | | 0095 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,016 | EACH | 11.00 | 22,176.00 | 10.00 | 20,160.00 | 11.00 | 22,176.00 | 10.00 | 20,160.00 | | 0096 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 201 | LNFT | 27.00 | 5,427.00 | 25.00 | 5,025.00 | 29.00 | 5,829.00 | 10.00 | 2,010.00 | | 0097 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.516 | MILE | 5,800.00 | 60,992.80 | 5,600.00 | 58,889.60 | 6,532.00 | 68,690.51 | 5,600.00 | 58,889.60 | | 0098 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.256 | MILE | 20,000.00 | 5,120.00 | 20,000.00 | 5,120.00 | 23,000.00 | 5,888.00 | 20,000.00 | 5,120.00 | | 0099 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.803 | MILE | 2,600.00 | 2,087.80 | 2,500.00 | 2,007.50 | 3,000.00 | 2,409.00 | 2,500.00 | 2,007.50 | | 0100 | 732-03-02012 | Plastic Pavement Striping (Dotted Line)(4" W)(3' L)(Thermo 90 mil) | 0.337 | MILE | 2,500.00 | 842.50 | 2,500.00 | 842.50 | 3,000.00 | 1,011.00 | 2,600.00 | 876.20 | | 0101 | 732-03-02040 | Plastic Pavement Striping (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.981 | MILE | 17,000.00 | 16,677.00 | 16,000.00 | 15,696.00 | 18,654.12 | 18,299.69 | 16,000.00 | 15,696.00 | | 0102 | 732-04-01120 | Plastic Pavement Legends and Symbols (Arrow - Merge) | 2 | EACH | 1,300.00 | 2,600.00 | 1,200.00 | 2,400.00 | 1,500.00 | 3,000.00 | 1,200.00 | 2,400.00 | | 0103 | 732-05-00100 | Removal of Existing Markings | 4.273 | MILE | 25,000.00 | 106,825.00 | 15,000.00 | 64,095.00 | 18,000.00 | 76,914.00 | 15,000.00 | 64,095.00 | | 0104 | 739-01-00100 | Hydro-Seeding | 23.98 | ACRE | 2,400.00 | 57,552.00 | 2,350.00 | 56,353.00 | 1,900.00 | 45,562.00 | 2,800.00 | 67,144.00 | | 0105 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,200,000.00 | 1,200,000.00 | 650,000.00 | 650,000.00 | 1,000,000.00 | 1,000,000.00 | 990,000.00 | 990,000.00 | | 0106 | 802-03-00100 | Temporary Sheeting (Steel) | 59,514 | SQFT | 40.00 | 2,380,560.00 | 36.00 | 2,142,504.00 | 57.00 | 3,392,298.00 | 15.00 | 892,710.00 | | 0107 | 803-01-00200 | Drilled Shaft (24" Diameter) | 300 | LNFT | 225.00 | 67,500.00 | 300.00 | 90,000.00 | 550.00 | 165,000.00 | 300.00 | 90,000.00 | | 0108 | 803-01-00700 | Drilled Shaft (54" Diameter) | 1,620 | LNFT | 650.00 | 1,053,000.00 | 675.00 | 1,093,500.00 | 1,250.00 | 2,025,000.00 | 950.00 | 1,539,000.00 | | 0109 | 803-01-01000 | Drilled Shaft (72" Diameter) | 4,000 | LNFT | 900.00 | 3,600,000.00 | 1,200.00 | 4,800,000.00 | 1,900.00 | 7,600,000.00 | 1,200.00 | 4,800,000.00 | | 0110 | 803-02-01000 | Test Shaft (72" Diameter) | 174 | LNFT | 5,000.00 | 870,000.00 | 1,800.00 | 313,200.00 | 2,500.00 | 435,000.00 | 5,000.00 | 870,000.00 | | 0111 | 803-07-01000 | Bi-Directional Load Cell Test (72" Diameter) | 2 | EACH | 150,000.00 | 300,000.00 | 75,000.00 | 150,000.00 | 250,000.00 | 500,000.00 | 100,000.00 | 200,000.00 | | 0112 | 803-08-00700 | Crosshole Sonic Log Test (54" Diameter) | 24 | EACH | 10,000.00 | 240,000.00 | 9,000.00 | 216,000.00 | 2,500.00 | 60,000.00 | 9,000.00 | 216,000.00 | | 0113 | 803-08-01000 | Crosshole Sonic Log Test (72" Diameter) | 50 | EACH | 12,000.00 | 600,000.00 | 12,000.00 | 600,000.00 | 2,500.00 | 125,000.00 | 12,000.00 | 600,000.00 | | 0114 | 803-11-00710 | Thermal Integrity Profiling (54” Diameter) | 24 | EACH | 3,000.00 | 72,000.00 | 2,800.00 | 67,200.00 | 3,500.00 | 84,000.00 | 3,400.00 | 81,600.00 | | 0115 | 803-11-01010 | Thermal Integrity Profiling (72” Diameter) | 50 | EACH | 4,200.00 | 210,000.00 | 4,000.00 | 200,000.00 | 5,000.00 | 250,000.00 | 4,800.00 | 240,000.00 | | 0116 | 805-01-00200 | Class A1 Concrete (Deck) | 3,764.72 | CUYD | 1,400.00 | 5,270,608.00 | 850.00 | 3,200,012.00 | 750.00 | 2,823,540.00 | 1,200.00 | 4,517,664.00 | | 0117 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 142.37 | CUYD | 2,800.00 | 398,636.00 | 2,200.00 | 313,214.00 | 2,500.00 | 355,925.00 | 1,600.00 | 227,792.00 | | 0118 | 805-01-00600 | Class A1 Concrete (Retaining Wall) | 819.9 | CUYD | 900.00 | 737,910.00 | 1,600.00 | 1,311,840.00 | 1,300.00 | 1,065,870.00 | 2,200.00 | 1,803,780.00 | | 0119 | 805-01-01000 | Class A1 Concrete (Headwalls) (12" - 30" EQ.) | 52.1 | CUYD | 2,200.00 | 114,620.00 | 4,200.00 | 218,820.00 | 2,000.00 | 104,200.00 | 2,000.00 | 104,200.00 | | 0120 | 805-01-01000 | Class A1 Concrete (Headwalls) 42" | 8.84 | CUYD | 2,200.00 | 19,448.00 | 4,000.00 | 35,360.00 | 2,000.00 | 17,680.00 | 2,200.00 | 19,448.00 | | 0121 | 805-04-00100 | Class MASS(A1) Concrete (Bent Cap) | 1,358.73 | CUYD | 1,200.00 | 1,630,476.00 | 1,000.00 | 1,358,730.00 | 1,500.00 | 2,038,095.00 | 1,500.00 | 2,038,095.00 | | 0122 | 805-04-00200 | Class MASS(A1) Concrete (Column) | 734.96 | CUYD | 1,200.00 | 881,952.00 | 800.00 | 587,968.00 | 1,250.00 | 918,700.00 | 1,200.00 | 881,952.00 | | 0123 | 805-08-01400 | Precast-Prestressed Concrete Girder (Type LG-54) | 6,660 | LNFT | 372.00 | 2,477,520.00 | 450.00 | 2,997,000.00 | 355.00 | 2,364,300.00 | 400.00 | 2,664,000.00 | | 0124 | 805-08-01500 | Precast-Prestressed Concrete Girders (Type LG-63) | 6,944 | LNFT | 400.00 | 2,777,600.00 | 550.00 | 3,819,200.00 | 385.00 | 2,673,440.00 | 440.00 | 3,055,360.00 | | 0125 | 805-16-00100 | Reinforced Concrete Box Culverts (Extension) (4' x 4') (Precast) | 39 | LNFT | 1,300.00 | 50,700.00 | 1,450.00 | 56,550.00 | 2,000.00 | 78,000.00 | 800.00 | 31,200.00 | | 0126 | 805-16-00600 | Reinforced Concrete Box Culverts (Extension) (5' x 5') (Precast) | 96 | LNFT | 1,300.00 | 124,800.00 | 1,200.00 | 115,200.00 | 2,300.00 | 220,800.00 | 750.00 | 72,000.00 | | 0127 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (13.21 CUYD Concrete, 1,032.12 LB Steel) | 1 | EACH | 40,000.00 | 40,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 30,000.00 | 34,000.00 | 34,000.00 | | 0128 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (18.32 CUYD Concrete, 1,379.12 LB Steel) | 1 | EACH | 55,000.00 | 55,000.00 | 36,000.00 | 36,000.00 | 40,000.00 | 40,000.00 | 48,000.00 | 48,000.00 | | 0129 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 60,069 | SQFT | 1.25 | 75,086.25 | 1.00 | 60,069.00 | 1.50 | 90,103.50 | 1.50 | 90,103.50 | | 0130 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 143,524 | SQFT | 1.25 | 179,405.00 | 0.60 | 86,114.40 | 2.50 | 358,810.00 | 1.20 | 172,228.80 | | 0131 | 806-01-00100 | Deformed Reinforcing Steel | 1,338,506 | LB | 1.85 | 2,476,236.10 | 2.13 | 2,851,017.78 | 1.50 | 2,007,759.00 | 1.75 | 2,342,385.50 | | 0132 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#10 BARS) | 188 | EACH | 150.00 | 28,200.00 | 150.00 | 28,200.00 | 150.00 | 28,200.00 | 25.00 | 4,700.00 | | 0133 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#11 BARS) | 84 | EACH | 174.00 | 14,616.00 | 180.00 | 15,120.00 | 200.00 | 16,800.00 | 45.00 | 3,780.00 | | 0134 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#5 BARS) | 248 | EACH | 56.00 | 13,888.00 | 60.00 | 14,880.00 | 100.00 | 24,800.00 | 70.00 | 17,360.00 | | 0135 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#8 BARS) | 662 | EACH | 70.00 | 46,340.00 | 100.00 | 66,200.00 | 150.00 | 99,300.00 | 80.00 | 52,960.00 | | 0136 | 807-01-00800 | Structural Metalwork (GRADE 36) | 2,028 | LUMP | 25,000.00 | 25,000.00 | 36,000.00 | 36,000.00 | 25,000.00 | 25,000.00 | 50,000.00 | 50,000.00 | | 0137 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 144 | LUMP | 50,000.00 | 50,000.00 | 6,500.00 | 6,500.00 | 10,000.00 | 10,000.00 | 10,000.00 | 10,000.00 | | 0138 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 3,298 | LNFT | 115.00 | 379,270.00 | 140.00 | 461,720.00 | 100.00 | 329,800.00 | 100.00 | 329,800.00 | | 0139 | 810-05-00120 | Concrete Roadway Barrier (36 inch Height) | 416 | LNFT | 750.00 | 312,000.00 | 600.00 | 249,600.00 | 400.00 | 166,400.00 | 550.00 | 228,800.00 | | 0140 | 810-05-00330 | Concrete Roadway Barrier (Double Face) (42 inch Height) | 3,200 | LNFT | 210.00 | 672,000.00 | 300.00 | 960,000.00 | 170.00 | 544,000.00 | 185.00 | 592,000.00 | | 0141 | 810-05-00400 | Concrete Roadway Barrier (DOUBLE FACED) (48 INCH HEIGHT) | 640 | LNFT | 240.00 | 153,600.00 | 280.00 | 179,200.00 | 180.00 | 115,200.00 | 240.00 | 153,600.00 | | 0142 | 810-05-00400 | Concrete Roadway Barrier (DOUBLE FACED) (TRANSITION) | 412 | LNFT | 740.00 | 304,880.00 | 750.00 | 309,000.00 | 400.00 | 164,800.00 | 540.00 | 222,480.00 | | 0143 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 12,214 | SQFT | 100.00 | 1,221,400.00 | 100.00 | 1,221,400.00 | 65.00 | 793,910.00 | 95.00 | 1,160,330.00 | | 0144 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 1,416 | SFIN | 80.00 | 113,280.00 | 90.00 | 127,440.00 | 100.00 | 141,600.00 | 98.00 | 138,768.00 | | 0145 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | 437 | LNFT | 375.00 | 163,875.00 | 640.00 | 279,680.00 | 290.00 | 126,730.00 | 270.00 | 117,990.00 | | 0146 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 3,095 | INLF | 2.00 | 6,190.00 | 0.69 | 2,135.55 | 1.00 | 3,095.00 | 1.20 | 3,714.00 | | 0147 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | 76,910 | INLF | 1.00 | 76,910.00 | 1.03 | 79,217.30 | 1.00 | 76,910.00 | 1.20 | 92,292.00 | | 0148 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,103 | INLF | 6.00 | 6,618.00 | 2.04 | 2,250.12 | 1.00 | 1,103.00 | 1.60 | 1,764.80 | | 0149 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 7 | EACH | 12,000.00 | 84,000.00 | 22,000.00 | 154,000.00 | 10,000.00 | 70,000.00 | 12,000.00 | 84,000.00 | | 0150 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | 11 | EACH | 6,000.00 | 66,000.00 | 10,000.00 | 110,000.00 | 2,000.00 | 22,000.00 | 1,000.00 | 11,000.00 | | 0151 | NS-700-00860 | Impact Attenuator (Low Maintenance, Test Level 3) | 2 | EACH | 40,000.00 | 80,000.00 | 22,000.00 | 44,000.00 | 45,000.00 | 90,000.00 | 45,000.00 | 90,000.00 | | 0152 | NS-704-00001 | High Tension Cable Barrier | 117 | LNFT | 35.00 | 4,095.00 | 200.00 | 23,400.00 | 15.00 | 1,755.00 | 30.00 | 3,510.00 | | 0153 | NS-704-00002 | Cable Barrier Gated End Terminal | 2 | EACH | 12,000.00 | 24,000.00 | 10,000.00 | 20,000.00 | 8,000.00 | 16,000.00 | 10,000.00 | 20,000.00 | | 0154 | NS-704-00003 | Concrete Strip | 156 | SQYD | 105.00 | 16,380.00 | 100.00 | 15,600.00 | 75.00 | 11,700.00 | 110.00 | 17,160.00 | | 0155 | NS-729-00029 | Breakaway Square Tubing Sign Support w/ Mowing Pad | 16 | EACH | 700.00 | 11,200.00 | 950.00 | 15,200.00 | 750.00 | 12,000.00 | 1,000.00 | 16,000.00 | | 0156 | NS-729-00031 | Breakaway Square Tubing Sign Support (Surface Mount) | 4 | EACH | 410.00 | 1,640.00 | 400.00 | 1,600.00 | 460.00 | 1,840.00 | 400.00 | 1,600.00 | | 0169 | 203-08-00100 | Geotextile Fabric For Wrapped Embankment | 21,836 | SQYD | 3.25 | 70,967.00 | 4.00 | 87,344.00 | 12.00 | 262,032.00 | 4.60 | 100,445.60 | | 0170 | 701-01-02005 | Cross Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 870 | LNFT | 205.00 | 178,350.00 | 210.00 | 182,700.00 | 202.00 | 175,740.00 | 170.00 | 147,900.00 | | 0171 | 703-03-00100 | Perforated Pipe Underdrains | 1,605 | LNFT | 23.00 | 36,915.00 | 40.00 | 64,200.00 | 25.00 | 40,125.00 | 16.00 | 25,680.00 | | 0172 | 710-01-00100 | Flowable Fill | 158 | CUYD | 175.00 | 27,650.00 | 400.00 | 63,200.00 | 250.00 | 39,500.00 | 280.00 | 44,240.00 | | 0173 | 728-01-00900 | Jacked or Bored Pipe (18") Temporary Structures on I-10 WB | 466 | LNFT | 100.00 | 46,600.00 | 500.00 | 233,000.00 | 500.00 | 233,000.00 | 750.00 | 349,500.00 | | 0174 | 816-02-00100 | Bridge End Drain System (Open Drain) | 4 | EACH | 15,000.00 | 60,000.00 | 6,000.00 | 24,000.00 | 3,000.00 | 12,000.00 | 12,000.00 | 48,000.00 | | | | SUBTOTAL GENERAL | | | | 66,186,454 | | 64,602,423 | | 69,690,945 | | 68,966,064 | | | | | | | | | | | | | | | | | Alternate AA1 | Alternate AA1 (Flexible Alternate) | | | | | | | | | | | | | | | | | | | | | | | | | | 0157 | 501-03-00100 | Thin Asphalt Concrete (OGFC) | 3,558.9 | TON | 220.00 | 782,958.00 | 205.00 | 729,574.50 | 0.00 | 0.00 | 200.00 | 711,780.00 | | 0158 | 502-01-00100 | Asphalt Concrete | 64,277.6 | TON | 135.00 | 8,677,476.00 | 130.00 | 8,356,088.00 | 0.00 | 0.00 | 130.00 | 8,356,088.00 | | 0159 | 510-01-00001 | Pavement Patching (13.5" Minimum Thickness) | 377 | SQYD | 145.00 | 54,665.00 | 195.00 | 73,515.00 | 0.00 | 0.00 | 180.00 | 67,860.00 | | 0160 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.245 | MILE | 3,000.00 | 18,735.00 | 3,300.00 | 20,608.50 | 0.00 | 0.00 | 3,300.00 | 20,608.50 | | 0161 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 873 | LNFT | 15.00 | 13,095.00 | 2.50 | 2,182.50 | 0.00 | 0.00 | 6.00 | 5,238.00 | | 0162 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 1,453 | LNFT | 7.00 | 10,171.00 | 0.75 | 1,089.75 | 0.00 | 0.00 | 8.00 | 11,624.00 | | | | SUBTOTAL ALT AA1 | | | | 9,557,100 | | 9,183,058 | | 00 | | 9,173,199 | | | | | | | | | | | | | | | | | Alternate AA2 | Alternate AA2 (Rigid Alternate) | | | | | | | | | | | | | | | | | | | | | | | | | | 0163 | 302-02-06070 | Class II Base Course (6" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 421.7 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 30.00 | 12,651.00 | 0.00 | 0.00 | | 0164 | 302-02-08010 | Class II Base Course (8" Thick) (Soil Cement) | 421.7 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 30.00 | 12,651.00 | 0.00 | 0.00 | | 0165 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 422 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 35.00 | 14,770.00 | 0.00 | 0.00 | | 0166 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 100,782 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | 110.00 | 11,086,020.00 | 0.00 | 0.00 | | 0167 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 125 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | 500.00 | 62,500.00 | 0.00 | 0.00 | | 0168 | 732-03-02002 | Plastic Pav't Striping (Broken) (4" Width) (Thermo 90 mil)(Black and White Cont) | 6.245 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | 3,900.00 | 24,355.50 | 0.00 | 0.00 | | | | SUBTOTAL ALT AA2 | | | | 0.00 | | 0.00 | | 11,212,947.50 | | 0.00 | | | | | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 75,743,553.78 | | 73,785,481.20 | | 80,903,892.00 | | 78,139,262.25 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 5 -
Kiewit Louisiana Co. | - 6 -
W.G. Yates & Sons Construction Co. | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 201-01-00100 | Clearing and Grubbing | 7.272 | LUMP | 500,000.00 | 500,000.00 | 500,000.00 | 500,000.00 | | 0002 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 3,600,000.00 | 3,600,000.00 | 100,000.00 | 100,000.00 | | 0003 | 202-02-00010 | Removal of Cable Barrier Gated End Terminal | 3 | EACH | 2,000.00 | 6,000.00 | 100.00 | 300.00 | | 0004 | 202-02-00010 | Removal of Gate | 1 | EACH | 3,000.00 | 3,000.00 | 1,000.00 | 1,000.00 | | 0005 | 202-02-00010 | Removal of Safety End Treatments | 5 | EACH | 5,000.00 | 25,000.00 | 1,750.00 | 8,750.00 | | 0006 | 202-02-00020 | Removal of Concrete Strip | 4,180 | SQYD | 9.00 | 37,620.00 | 8.00 | 33,440.00 | | 0007 | 202-02-00030 | Removal of High Tension Cable Barrier | 4,425 | LNFT | 5.00 | 22,125.00 | 7.50 | 33,187.50 | | 0008 | 202-02-02000 | Removal of Asphalt Drives | 81 | SQYD | 40.00 | 3,240.00 | 30.00 | 2,430.00 | | 0009 | 202-02-02020 | Removal of Asphalt Pavement | 75,484.9 | SQYD | 15.35 | 1,158,693.22 | 9.50 | 717,106.55 | | 0010 | 202-02-04501 | Removal of Bridge (J2-28'x742' CONCRETE DECK & BENTS W/STEEL I-BEAM (ROLLED) BRIDGES) | 41,552 | LUMP | 750,000.00 | 750,000.00 | 1,000,000.00 | 1,000,000.00 | | 0011 | 202-02-06040 | Removal of Concrete Box Headwall 2-Barrel, 5' x 5' RCB | 1 | EACH | 30,000.00 | 30,000.00 | 10,000.00 | 10,000.00 | | 0012 | 202-02-06040 | Removal of Concrete Box Headwall 3-Barrel, 4' x 4' RCB | 1 | EACH | 40,000.00 | 40,000.00 | 10,000.00 | 10,000.00 | | 0013 | 202-02-12000 | Removal of Fence | 451 | LNFT | 12.00 | 5,412.00 | 4.00 | 1,804.00 | | 0014 | 202-02-14500 | Removal of Guard Rail | 4,232.3 | LNFT | 9.10 | 38,513.93 | 13.00 | 55,019.90 | | 0015 | 202-02-26000 | Removal of Manholes | 2 | EACH | 7,500.00 | 15,000.00 | 3,000.00 | 6,000.00 | | 0016 | 202-02-32100 | Removal of Pipe (Cross Drain) (24" - 30") | 347 | LNFT | 125.00 | 43,375.00 | 40.00 | 13,880.00 | | 0017 | 202-02-32120 | Removal of Pipe (Side Drain) (12" - 30") | 237 | LNFT | 135.00 | 31,995.00 | 45.00 | 10,665.00 | | 0018 | 202-02-32180 | Removal of Pipe Headwalls | 13 | EACH | 13,913.61 | 180,876.93 | 1,000.00 | 13,000.00 | | 0019 | 202-02-32500 | Removal of Portland Cement Concrete Pavement | 37,833 | SQYD | 30.62 | 1,158,446.46 | 15.00 | 567,495.00 | | 0020 | 202-02-38220 | Removal of Sign Supports | 26 | EACH | 398.30 | 10,355.80 | 200.00 | 5,200.00 | | 0021 | 202-02-38300 | Removal of Sign and U-Channel Post | 18 | EACH | 17.07 | 307.26 | 135.00 | 2,430.00 | | 0022 | 202-02-38330 | Removal of Sign Cantilever and Footing | 1 | EACH | 26,629.04 | 26,629.04 | 3,250.00 | 3,250.00 | | 0023 | 202-02-38360 | Removal of Sign Faces | 26 | EACH | 28.45 | 739.70 | 110.00 | 2,860.00 | | 0024 | 203-01-00100 | General Excavation | 51,400 | CUYD | 20.00 | 1,028,000.00 | 15.00 | 771,000.00 | | 0025 | 203-03-00100 | Embankment | 130,362 | CUYD | 50.00 | 6,518,100.00 | 25.00 | 3,259,050.00 | | 0026 | 203-04-00300 | Nonplastic Embankment (Stone) | 538 | CUYD | 146.12 | 78,612.56 | 300.00 | 161,400.00 | | 0027 | 203-05-00100 | Excavation and Embankment | 1 | LUMP | 1,000,000.00 | 1,000,000.00 | 225,000.00 | 225,000.00 | | 0028 | 203-08-00100 | Geotextile Fabric | 1,355 | SQYD | 15.89 | 21,530.95 | 6.00 | 8,130.00 | | 0029 | 203-11-00100 | Settlement Plate Installation and Monitoring | 9 | EACH | 4,052.79 | 36,475.11 | 3,500.00 | 31,500.00 | | 0030 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 178 | EACH | 164.06 | 29,202.68 | 200.00 | 35,600.00 | | 0031 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | 2 | EACH | 1,016.73 | 2,033.46 | 1,500.00 | 3,000.00 | | 0032 | 204-06-00100 | Temporary Silt Fencing | 29,129 | LNFT | 2.13 | 62,044.77 | 3.50 | 101,951.50 | | 0033 | 204-07-00100 | Temporary Stone Construction Entrance | 17 | EACH | 10,147.16 | 172,501.72 | 10,000.00 | 170,000.00 | | 0034 | 302-02-06070 | Class II Base Course (6" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 101,697.1 | SQYD | 27.78 | 2,825,145.44 | 27.00 | 2,745,821.70 | | 0035 | 302-02-08010 | Class II Base Course (8" Thick) (Soil Cement) | 101,697.1 | SQYD | 38.92 | 3,958,051.13 | 27.00 | 2,745,821.70 | | 0036 | 302-02-08510 | Class II Base Course (8-1/2" Thick) (Soil Cement) | 15,515.2 | SQYD | 42.97 | 666,688.14 | 28.00 | 434,425.60 | | 0037 | 304-01-00100 | Lime | 164.94 | TON | 468.07 | 77,203.47 | 500.00 | 82,470.00 | | 0038 | 304-05-00100 | Lime Treatment (Type E) | 11,637 | SQYD | 7.31 | 85,066.47 | 6.50 | 75,640.50 | | 0039 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 101,697 | SQYD | 26.02 | 2,646,155.94 | 28.00 | 2,847,516.00 | | 0040 | 401-02-00100 | Aggregate Surface Course (Adjusted Vehicular Measurement) | 263 | CUYD | 252.38 | 66,375.94 | 250.00 | 65,750.00 | | 0041 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 49 | CUYD | 443.19 | 21,716.31 | 250.00 | 12,250.00 | | 0042 | 502-01-00100 | Asphalt Concrete | 5,334.1 | TON | 142.18 | 758,402.34 | 145.00 | 773,444.50 | | 0043 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 235.2 | TON | 180.46 | 42,444.19 | 185.00 | 43,512.00 | | 0044 | 509-01-00100 | Milling Asphalt Pavement | 23,066 | SQYD | 9.20 | 212,207.20 | 11.00 | 253,726.00 | | 0045 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | -960 | CUYD | 0.01 | -9.60 | 0.01 | -9.60 | | 0046 | 701-01-01003 | Cross Drain Pipe (24" RCP/RPVCP/CPEPDW) | 246 | LNFT | 250.00 | 61,500.00 | 200.00 | 49,200.00 | | 0047 | 701-02-01020 | Cross Drain Pipe Arch (30" Equiv. RCPA) | 68 | LNFT | 275.00 | 18,700.00 | 325.00 | 22,100.00 | | 0048 | 701-05-01064 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW) | 198 | LNFT | 125.00 | 24,750.00 | 175.00 | 34,650.00 | | 0049 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | 230 | LNFT | 275.00 | 63,250.00 | 275.00 | 63,250.00 | | 0050 | 701-10-01120 | Reinforced Concrete Pipe (Extension) (42") | 6 | LNFT | 600.00 | 3,600.00 | 800.00 | 4,800.00 | | 0051 | 701-15-00100 | Concrete Collar | 11 | EACH | 3,000.00 | 33,000.00 | 3,000.00 | 33,000.00 | | 0052 | 702-02-00100 | Manholes (MH-06) | 2 | EACH | 25,000.00 | 50,000.00 | 17,500.00 | 35,000.00 | | 0053 | 702-08-00100 | Side Drain Safety End (Type 1) | 2 | EACH | 6,000.00 | 12,000.00 | 3,200.00 | 6,400.00 | | 0054 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 618.8 | LNFT | 38.12 | 23,588.66 | 37.00 | 22,895.60 | | 0055 | 704-05-00300 | Guard Rail Anchor Sections - 31", (Trailing End) | 10.9 | LNFT | 233.29 | 2,542.86 | 180.00 | 1,962.00 | | 0056 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 75 | LNFT | 125.18 | 9,388.50 | 120.00 | 9,000.00 | | 0057 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | 4 | EACH | 3,470.92 | 13,883.68 | 4,200.00 | 16,800.00 | | 0058 | 705-06-00500 | Chain Link Fence (8 Foot Height) | 720 | LNFT | 218.74 | 157,492.80 | 230.00 | 165,600.00 | | 0059 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 55.6 | SQYD | 454.17 | 25,251.85 | 160.00 | 8,896.00 | | 0060 | 708-01-00100 | Right-of-Way Monument | 7 | EACH | 820.28 | 5,741.96 | 1,250.00 | 8,750.00 | | 0061 | 708-02-00100 | Right-of-Way Monument Witness Post | 7 | EACH | 546.86 | 3,828.02 | 300.00 | 2,100.00 | | 0062 | 712-01-00100 | Concrete Cast-in-Place Revetment (4" Thick) | 2,928 | SQYD | 134.08 | 392,586.24 | 150.00 | 439,200.00 | | 0063 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 3,900,000.00 | 3,900,000.00 | 1,250,000.00 | 1,250,000.00 | | 0064 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 48.613 | MILE | 10,499.62 | 510,418.03 | 10,000.00 | 486,130.00 | | 0065 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 24,038 | EACH | 10.94 | 262,975.72 | 11.00 | 264,418.00 | | 0066 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | 910 | EACH | 1,955.52 | 1,779,523.20 | 2,200.00 | 2,002,000.00 | | 0067 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 2,588 | EACH | 127.44 | 329,814.72 | 450.00 | 1,164,600.00 | | 0068 | 713-11-00100 | Portable Changeable Message Signs | 6 | EACH | 25,000.00 | 150,000.00 | 21,500.00 | 129,000.00 | | 0069 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,245 | SQYD | 2.19 | 4,916.55 | 2.30 | 5,163.50 | | 0070 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 482 | SQYD | 3.83 | 1,846.06 | 4.00 | 1,928.00 | | 0071 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 682 | SQYD | 4.37 | 2,980.34 | 4.51 | 3,075.82 | | 0072 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 115,000.00 | 115,000.00 | 350,000.00 | 350,000.00 | | 0073 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 5.567 | MILE | 577.80 | 3,216.61 | 2,500.00 | 13,917.50 | | 0074 | 725-01-00100 | Temporary Detour Roads | 21,061 | SQYD | 101.54 | 2,138,533.94 | 170.00 | 3,580,370.00 | | 0075 | 726-01-00100 | Bedding Material | 179.2 | CUYD | 122.46 | 21,944.83 | 300.00 | 53,760.00 | | 0076 | 727-01-00100 | Mobilization | 1 | LUMP | 9,210,260.00 | 9,210,260.00 | 8,500,000.00 | 8,500,000.00 | | 0077 | 729-01-00100 | Sign (Type A) | 515.5 | SQFT | 41.54 | 21,413.87 | 42.00 | 21,651.00 | | 0078 | 729-04-00100 | Sign (Type D) | 599 | SQFT | 52.35 | 31,357.65 | 52.50 | 31,447.50 | | 0079 | 729-05-00100 | Sign (Type E) | 95 | SQFT | 46.66 | 4,432.70 | 72.00 | 6,840.00 | | 0080 | 729-06-00100 | Sign (Overhead Mounted) | 643.5 | SQFT | 52.35 | 33,687.23 | 54.00 | 34,749.00 | | 0081 | 729-08-00200 | Mounting (3 1/2" Size Post) | 16 | EACH | 1,763.91 | 28,222.56 | 2,000.00 | 32,000.00 | | 0082 | 729-08-00210 | Mounting (3 1/2" Size Post)(Structure Mount) | 1 | EACH | 4,295.98 | 4,295.98 | 10,150.00 | 10,150.00 | | 0083 | 729-08-00220 | Mounting (3 1/2" Size Post)(Median Barrier Mount) | 3 | EACH | 2,133.76 | 6,401.28 | 3,600.00 | 10,800.00 | | 0084 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 6 | EACH | 2,207.73 | 13,246.38 | 2,200.00 | 13,200.00 | | 0085 | 729-08-00800 | Mounting (W8 x 24 Size Post) | 6 | EACH | 3,357.12 | 20,142.72 | 5,100.00 | 30,600.00 | | 0086 | 729-08-00900 | Mounting (W10 x 33 Size Post) | 2 | EACH | 7,966.05 | 15,932.10 | 9,300.00 | 18,600.00 | | 0087 | 729-11-00100 | Mounting (Overhead Cantilever) (Ground Mounted) | 1 | EACH | 63,443.92 | 63,443.92 | 85,000.00 | 85,000.00 | | 0088 | 729-13-00100 | Mounting (Bridge Fascia Mounted) | 2 | EACH | 11,949.08 | 23,898.16 | 20,250.00 | 40,500.00 | | 0089 | 729-16-00200 | Object Marker Assembly (Type 2) | 1 | EACH | 62.59 | 62.59 | 115.00 | 115.00 | | 0090 | 729-16-00300 | Object Marker Assembly (Type 3) | 5 | EACH | 113.80 | 569.00 | 125.00 | 625.00 | | 0091 | 729-18-00100 | Milepost Assembly (Structure Mounted) | 1 | EACH | 426.75 | 426.75 | 1,800.00 | 1,800.00 | | 0092 | 729-20-00600 | Footings for Overhead Mountings (Cantilever) | 1 | EACH | 32,433.21 | 32,433.21 | 85,000.00 | 85,000.00 | | 0093 | 729-22-00200 | Square Tubing Post with 2-1/4" Omni-Directional Anchor | 5 | EACH | 221.91 | 1,109.55 | 330.00 | 1,650.00 | | 0094 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 4,404 | EACH | 13.12 | 57,780.48 | 14.00 | 61,656.00 | | 0095 | 731-02-00100 | Reflectorized Raised Pavement Markers | 2,016 | EACH | 10.94 | 22,055.04 | 12.00 | 24,192.00 | | 0096 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 201 | LNFT | 27.34 | 5,495.34 | 30.00 | 6,030.00 | | 0097 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 10.516 | MILE | 6,015.41 | 63,258.05 | 6,300.00 | 66,250.80 | | 0098 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 0.256 | MILE | 20,780.49 | 5,319.81 | 22,000.00 | 5,632.00 | | 0099 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 0.803 | MILE | 2,734.28 | 2,195.63 | 2,850.00 | 2,288.55 | | 0100 | 732-03-02012 | Plastic Pavement Striping (Dotted Line)(4" W)(3' L)(Thermo 90 mil) | 0.337 | MILE | 2,734.28 | 921.45 | 2,800.00 | 943.60 | | 0101 | 732-03-02040 | Plastic Pavement Striping (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 0.981 | MILE | 16,952.51 | 16,630.41 | 17,600.00 | 17,265.60 | | 0102 | 732-04-01120 | Plastic Pavement Legends and Symbols (Arrow - Merge) | 2 | EACH | 1,312.45 | 2,624.90 | 1,400.00 | 2,800.00 | | 0103 | 732-05-00100 | Removal of Existing Markings | 4.273 | MILE | 16,405.65 | 70,101.34 | 170,000.00 | 726,410.00 | | 0104 | 739-01-00100 | Hydro-Seeding | 23.98 | ACRE | 2,515.53 | 60,322.41 | 2,650.00 | 63,547.00 | | 0105 | 740-01-00100 | Construction Layout | 1 | LUMP | 1,500,000.00 | 1,500,000.00 | 1,600,000.00 | 1,600,000.00 | | 0106 | 802-03-00100 | Temporary Sheeting (Steel) | 59,514 | SQFT | 38.49 | 2,290,693.86 | 60.00 | 3,570,840.00 | | 0107 | 803-01-00200 | Drilled Shaft (24" Diameter) | 300 | LNFT | 460.41 | 138,123.00 | 280.00 | 84,000.00 | | 0108 | 803-01-00700 | Drilled Shaft (54" Diameter) | 1,620 | LNFT | 879.08 | 1,424,109.60 | 920.00 | 1,490,400.00 | | 0109 | 803-01-01000 | Drilled Shaft (72" Diameter) | 4,000 | LNFT | 1,237.16 | 4,948,640.00 | 1,500.00 | 6,000,000.00 | | 0110 | 803-02-01000 | Test Shaft (72" Diameter) | 174 | LNFT | 1,406.07 | 244,656.18 | 610.00 | 106,140.00 | | 0111 | 803-07-01000 | Bi-Directional Load Cell Test (72" Diameter) | 2 | EACH | 79,952.65 | 159,905.30 | 90,000.00 | 180,000.00 | | 0112 | 803-08-00700 | Crosshole Sonic Log Test (54" Diameter) | 24 | EACH | 9,190.06 | 220,561.44 | 1,700.00 | 40,800.00 | | 0113 | 803-08-01000 | Crosshole Sonic Log Test (72" Diameter) | 50 | EACH | 13,215.00 | 660,750.00 | 1,700.00 | 85,000.00 | | 0114 | 803-11-00710 | Thermal Integrity Profiling (54” Diameter) | 24 | EACH | 4,534.68 | 108,832.32 | 3,200.00 | 76,800.00 | | 0115 | 803-11-01010 | Thermal Integrity Profiling (72” Diameter) | 50 | EACH | 6,203.95 | 310,197.50 | 4,700.00 | 235,000.00 | | 0116 | 805-01-00200 | Class A1 Concrete (Deck) | 3,764.72 | CUYD | 1,924.50 | 7,245,203.64 | 1,800.00 | 6,776,496.00 | | 0117 | 805-01-00300 | Class A1 Concrete (Bent Cap) | 142.37 | CUYD | 2,380.78 | 338,951.65 | 4,300.00 | 612,191.00 | | 0118 | 805-01-00600 | Class A1 Concrete (Retaining Wall) | 819.9 | CUYD | 1,810.43 | 1,484,371.56 | 1,475.00 | 1,209,352.50 | | 0119 | 805-01-01000 | Class A1 Concrete (Headwalls) (12" - 30" EQ.) | 52.1 | CUYD | 2,437.97 | 127,018.24 | 2,350.00 | 122,435.00 | | 0120 | 805-01-01000 | Class A1 Concrete (Headwalls) 42" | 8.84 | CUYD | 2,555.14 | 22,587.44 | 3,000.00 | 26,520.00 | | 0121 | 805-04-00100 | Class MASS(A1) Concrete (Bent Cap) | 1,358.73 | CUYD | 2,546.64 | 3,460,196.17 | 1,725.00 | 2,343,809.25 | | 0122 | 805-04-00200 | Class MASS(A1) Concrete (Column) | 734.96 | CUYD | 2,018.90 | 1,483,810.74 | 1,550.00 | 1,139,188.00 | | 0123 | 805-08-01400 | Precast-Prestressed Concrete Girder (Type LG-54) | 6,660 | LNFT | 552.66 | 3,680,715.60 | 490.00 | 3,263,400.00 | | 0124 | 805-08-01500 | Precast-Prestressed Concrete Girders (Type LG-63) | 6,944 | LNFT | 573.48 | 3,982,245.12 | 640.00 | 4,444,160.00 | | 0125 | 805-16-00100 | Reinforced Concrete Box Culverts (Extension) (4' x 4') (Precast) | 39 | LNFT | 3,036.91 | 118,439.49 | 1,525.00 | 59,475.00 | | 0126 | 805-16-00600 | Reinforced Concrete Box Culverts (Extension) (5' x 5') (Precast) | 96 | LNFT | 2,230.15 | 214,094.40 | 1,325.00 | 127,200.00 | | 0127 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (13.21 CUYD Concrete, 1,032.12 LB Steel) | 1 | EACH | 22,670.43 | 22,670.43 | 53,500.00 | 53,500.00 | | 0128 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall (18.32 CUYD Concrete, 1,379.12 LB Steel) | 1 | EACH | 29,700.67 | 29,700.67 | 58,000.00 | 58,000.00 | | 0129 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 60,069 | SQFT | 1.22 | 73,284.18 | 3.00 | 180,207.00 | | 0130 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 143,524 | SQFT | 0.69 | 99,031.56 | 0.70 | 100,466.80 | | 0131 | 806-01-00100 | Deformed Reinforcing Steel | 1,338,506 | LB | 2.04 | 2,730,552.24 | 2.00 | 2,677,012.00 | | 0132 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#10 BARS) | 188 | EACH | 113.36 | 21,311.68 | 200.00 | 37,600.00 | | 0133 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#11 BARS) | 84 | EACH | 126.83 | 10,653.72 | 230.00 | 19,320.00 | | 0134 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#5 BARS) | 248 | EACH | 45.29 | 11,231.92 | 85.00 | 21,080.00 | | 0135 | 806-03-00100 | Deformed Reinforcing Steel Mechanical Splice (#8 BARS) | 662 | EACH | 76.12 | 50,391.44 | 140.00 | 92,680.00 | | 0136 | 807-01-00800 | Structural Metalwork (GRADE 36) | 2,028 | LUMP | 25,000.00 | 25,000.00 | 40,000.00 | 40,000.00 | | 0137 | 807-02-00100 | Structural Metalwork (Anchor Bolts) | 144 | LUMP | 10,000.00 | 10,000.00 | 15,000.00 | 15,000.00 | | 0138 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | 3,298 | LNFT | 145.75 | 480,683.50 | 95.00 | 313,310.00 | | 0139 | 810-05-00120 | Concrete Roadway Barrier (36 inch Height) | 416 | LNFT | 310.78 | 129,284.48 | 1,000.00 | 416,000.00 | | 0140 | 810-05-00330 | Concrete Roadway Barrier (Double Face) (42 inch Height) | 3,200 | LNFT | 254.11 | 813,152.00 | 310.00 | 992,000.00 | | 0141 | 810-05-00400 | Concrete Roadway Barrier (DOUBLE FACED) (48 INCH HEIGHT) | 640 | LNFT | 253.49 | 162,233.60 | 350.00 | 224,000.00 | | 0142 | 810-05-00400 | Concrete Roadway Barrier (DOUBLE FACED) (TRANSITION) | 412 | LNFT | 207.77 | 85,601.24 | 875.00 | 360,500.00 | | 0143 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 12,214 | SQFT | 137.72 | 1,682,112.08 | 130.00 | 1,587,820.00 | | 0144 | 814-02-00100 | Elastomeric Bearing Pads (Reinforced) | 1,416 | SFIN | 106.43 | 150,704.88 | 275.00 | 389,400.00 | | 0145 | 815-02-00100 | Sealed Expansion Joint (End Dams and Preformed Neoprene Seal) | 437 | LNFT | 465.22 | 203,301.14 | 650.00 | 284,050.00 | | 0146 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 3,095 | INLF | 1.09 | 3,373.55 | 1.25 | 3,868.75 | | 0147 | NS-500-00360 | Saw Cutting Asphalt Concrete Pavement Over Portland Cement Concrete Composite Pavement | 76,910 | INLF | 1.09 | 83,831.90 | 1.25 | 96,137.50 | | 0148 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 1,103 | INLF | 1.09 | 1,202.27 | 2.00 | 2,206.00 | | 0149 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 7 | EACH | 10,526.57 | 73,685.99 | 7,200.00 | 50,400.00 | | 0150 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | 11 | EACH | 1,707.01 | 18,777.11 | 1,800.00 | 19,800.00 | | 0151 | NS-700-00860 | Impact Attenuator (Low Maintenance, Test Level 3) | 2 | EACH | 46,089.30 | 92,178.60 | 48,000.00 | 96,000.00 | | 0152 | NS-704-00001 | High Tension Cable Barrier | 117 | LNFT | 32.81 | 3,838.77 | 46.00 | 5,382.00 | | 0153 | NS-704-00002 | Cable Barrier Gated End Terminal | 2 | EACH | 10,937.10 | 21,874.20 | 11,500.00 | 23,000.00 | | 0154 | NS-704-00003 | Concrete Strip | 156 | SQYD | 120.53 | 18,802.68 | 115.00 | 17,940.00 | | 0155 | NS-729-00029 | Breakaway Square Tubing Sign Support w/ Mowing Pad | 16 | EACH | 739.70 | 11,835.20 | 1,150.00 | 18,400.00 | | 0156 | NS-729-00031 | Breakaway Square Tubing Sign Support (Surface Mount) | 4 | EACH | 455.20 | 1,820.80 | 480.00 | 1,920.00 | | 0169 | 203-08-00100 | Geotextile Fabric For Wrapped Embankment | 21,836 | SQYD | 15.89 | 346,974.04 | 6.00 | 131,016.00 | | 0170 | 701-01-02005 | Cross Drain Pipe (24" RCP/RPVCP/CPEPDW/CMP) | 870 | LNFT | 202.75 | 176,392.50 | 215.00 | 187,050.00 | | 0171 | 703-03-00100 | Perforated Pipe Underdrains | 1,605 | LNFT | 205.67 | 330,100.35 | 25.00 | 40,125.00 | | 0172 | 710-01-00100 | Flowable Fill | 158 | CUYD | 415.75 | 65,688.50 | 500.00 | 79,000.00 | | 0173 | 728-01-00900 | Jacked or Bored Pipe (18") Temporary Structures on I-10 WB | 466 | LNFT | 309.20 | 144,087.20 | 700.00 | 326,200.00 | | 0174 | 816-02-00100 | Bridge End Drain System (Open Drain) | 4 | EACH | 13,201.76 | 52,807.04 | 30,000.00 | 120,000.00 | | | | SUBTOTAL GENERAL | | | | 90,337,867 | | 80,748,125 | | | | | | | | | | | | | Alternate AA1 | Alternate AA1 (Flexible Alternate) | | | | | | | | | | | | | | | | | | 0157 | 501-03-00100 | Thin Asphalt Concrete (OGFC) | 3,558.9 | TON | 213.27 | 759,006.60 | 210.00 | 747,369.00 | | 0158 | 502-01-00100 | Asphalt Concrete | 64,277.6 | TON | 136.71 | 8,787,390.70 | 130.00 | 8,356,088.00 | | 0159 | 510-01-00001 | Pavement Patching (13.5" Minimum Thickness) | 377 | SQYD | 196.87 | 74,219.99 | 200.00 | 75,400.00 | | 0160 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 6.245 | MILE | 3,827.99 | 23,905.80 | 3,650.00 | 22,794.25 | | 0161 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 873 | LNFT | 2.19 | 1,911.87 | 35.00 | 30,555.00 | | 0162 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 1,453 | LNFT | 2.19 | 3,182.07 | 2.00 | 2,906.00 | | | | SUBTOTAL ALT AA1 | | | | 9,649,617 | | 9,235,112 | | | | | | | | | | | | | Alternate AA2 | Alternate AA2 (Rigid Alternate) | | | | | | | | | | | | | | | | | | 0163 | 302-02-06070 | Class II Base Course (6" Thick) (Crushed Stone or Recycled Portland Cement Concrete) | 421.7 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | | 0164 | 302-02-08010 | Class II Base Course (8" Thick) (Soil Cement) | 421.7 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | | 0165 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 422 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | | 0166 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 100,782 | SQYD | 0.00 | 0.00 | 0.00 | 0.00 | | 0167 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 125 | EACH | 0.00 | 0.00 | 0.00 | 0.00 | | 0168 | 732-03-02002 | Plastic Pav't Striping (Broken) (4" Width) (Thermo 90 mil)(Black and White Cont) | 6.245 | MILE | 0.00 | 0.00 | 0.00 | 0.00 | | | | SUBTOTAL ALT AA2 | | | | 0.00 | | 0.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 99,987,484.38 | | 89,983,237.37 |
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