Proposal:H.012889.6-R1
Parish:Bossier, Caddo
Routes:I-20
Description:I20 REHAB (PINES RD TO I-220)
Type Construction:GRADING, DRAINAGE STRUCTURES, PAVEMENT PATCHING, SUBGRADE TREATMENT, CLASS II BASE COURSE, ASPHALT CONCRETE PAVEMENT, PORTLAND CEMENT CONCRETE PAVEMENT, BRIDGE REPAIRS; SIGNING, STEEL SHEETING, LIGHTING, ALTERNATE AA1: ASPHALT; ALTERNATE AA2: CONCRETE; AND RELATED WORK.
Estimated Construction Cost:$93,625,188.15
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 | 39462 | JB JAMES CONSTRUCTION LLC | $117,656,250.15 | 730.00 | $132,256,250.15 |
| 2 | 12312 | GILCHRIST CONSTRUCTION COMPANY, LLC | $116,745,928.85 | 1000.00 | $136,745,928.85 |
Line
Number | Item Number | Item Description | Quantity | Unit of
Measure | - 1 -
JB JAMES CONSTRUCTION LLC | - 2 -
GILCHRIST CONSTRUCTION COMPANY, LLC | | Unit Price | Total
Amount | Unit Price | Total
Amount | | 0001 | 202-01-00100 | Removal of Structures and Obstructions | 1 | LUMP | 400,000.00 | 400,000.00 | 655,000.00 | 655,000.00 | | 0002 | 202-02-00030 | Removal of Roadway Barrier | 5,824 | LNFT | 150.00 | 873,600.00 | 60.00 | 349,440.00 | | 0003 | 202-02-00050 | Removal of Debris | 1 | LUMP | 100,000.00 | 100,000.00 | 250,000.00 | 250,000.00 | | 0004 | 202-02-03030 | Removal of Pavement Structure | 174,619.3 | SQYD | 35.00 | 6,111,675.50 | 30.00 | 5,238,579.00 | | 0005 | 202-02-04520 | Removal of Bridge Component (Backwalls) | 1,092 | LNFT | 775.00 | 846,300.00 | 1,000.00 | 1,092,000.00 | | 0006 | 202-02-04560 | Removal of Bridge Joint (One Side) | 841 | LNFT | 145.00 | 121,945.00 | 1,000.00 | 841,000.00 | | 0007 | 202-02-06000 | Removal of Concrete Approach Slabs | 3,921 | SQYD | 110.00 | 431,310.00 | 275.00 | 1,078,275.00 | | 0008 | 202-02-06060 | Removal of Concrete Catch Basin | 30 | EACH | 1,600.00 | 48,000.00 | 1,500.00 | 45,000.00 | | 0009 | 202-02-14500 | Removal of Guard Rail | 11,585.3 | LNFT | 9.00 | 104,267.70 | 15.00 | 173,779.50 | | 0010 | 202-02-26000 | Removal of Manholes | 1 | EACH | 4,000.00 | 4,000.00 | 1,400.00 | 1,400.00 | | 0011 | 202-02-26300 | Removal of Median / Island | 896 | SQYD | 30.00 | 26,880.00 | 25.00 | 22,400.00 | | 0012 | 202-02-32100 | Removal of Pipe (Cross Drain) 15" RCP, 18" RCP, 24" RCP, AND 30" RCP | 459 | LNFT | 30.00 | 13,770.00 | 70.00 | 32,130.00 | | 0013 | 202-02-32140 | Removal of Pipe (Storm Drain) 18" RCP AND 30" RCP | 2,010 | LNFT | 50.00 | 100,500.00 | 53.00 | 106,530.00 | | 0014 | 202-02-32180 | Removal of Pipe Headwalls | 7 | EACH | 2,100.00 | 14,700.00 | 1,200.00 | 8,400.00 | | 0015 | 202-02-38100 | Removal of Shoulder Drains | 11,312.6 | LNFT | 15.00 | 169,689.00 | 9.00 | 101,813.40 | | 0016 | 202-02-38220 | Removal of Sign Supports | 67 | EACH | 100.00 | 6,700.00 | 105.00 | 7,035.00 | | 0017 | 202-02-38300 | Removal of Sign and U-Channel Post | 50 | EACH | 100.00 | 5,000.00 | 1.00 | 50.00 | | 0018 | 202-02-38330 | Removal of Sign Cantilever and Footing | 10 | EACH | 6,000.00 | 60,000.00 | 6,000.00 | 60,000.00 | | 0019 | 202-02-38360 | Removal of Sign Faces | 183 | EACH | 100.00 | 18,300.00 | 105.00 | 19,215.00 | | 0020 | 202-02-38380 | Removal of Sign Truss and Footings | 3 | EACH | 7,500.00 | 22,500.00 | 8,000.00 | 24,000.00 | | 0021 | 203-01-00100 | General Excavation | 146,677 | CUYD | 35.00 | 5,133,695.00 | 21.00 | 3,080,217.00 | | 0022 | 203-03-00100 | Embankment | 28,300 | CUYD | 100.00 | 2,830,000.00 | 50.00 | 1,415,000.00 | | 0023 | 203-10-00100 | Cleaning Existing Ditches | 2,398 | LNFT | 30.00 | 71,940.00 | 30.00 | 71,940.00 | | 0024 | 204-02-00100 | Temporary Hay Bales | 210 | EACH | 35.00 | 7,350.00 | 40.00 | 8,400.00 | | 0025 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | 236 | EACH | 225.00 | 53,100.00 | 250.00 | 59,000.00 | | 0026 | 204-06-00100 | Temporary Silt Fencing | 46,671 | LNFT | 4.00 | 186,684.00 | 3.00 | 140,013.00 | | 0027 | 302-02-10010 | Class II Base Course (10" Thick) (Soil Cement) | 202,353.2 | SQYD | 40.00 | 8,094,128.00 | 38.00 | 7,689,421.60 | | 0028 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 202,360 | SQYD | 30.00 | 6,070,800.00 | 24.00 | 4,856,640.00 | | 0030 | 502-01-00100 | Asphalt Concrete | 21,934 | TON | 250.00 | 5,483,500.00 | 158.00 | 3,465,572.00 | | 0031 | 602-02-00200 | Cleaning and Resealing Existing Longitudinal Pavement Joints | 325,017 | LNFT | 3.50 | 1,137,559.50 | 4.00 | 1,300,068.00 | | 0032 | 602-02-00300 | Cleaning and Resealing Existing Transverse Pavements Joints | 205,664 | LNFT | 3.50 | 719,824.00 | 4.00 | 822,656.00 | | 0033 | 602-16-00101 | High Early Strength (HES) Concrete Pavement Full Depth Patching (16.0 square yards and under)(10" Thick) | 185.3 | SQYD | 650.00 | 120,445.00 | 700.00 | 129,710.00 | | 0034 | 602-16-00101 | High Early Strength (HES) Concrete Pavement Full Depth Patching (16.1 square yards to 48.0 square yards)(10" Thick) | 1,736.7 | SQYD | 550.00 | 955,185.00 | 600.00 | 1,042,020.00 | | 0035 | 602-16-00101 | High Early Strength (HES) Concrete Pavement Full Depth Patching (48.1 square yards and Over)(10" Thick) | 2,815.8 | SQYD | 500.00 | 1,407,900.00 | 550.00 | 1,548,690.00 | | 0036 | 701-01-01001 | Cross Drain Pipe (24" RCP) | 50 | LNFT | 320.00 | 16,000.00 | 575.00 | 28,750.00 | | 0037 | 701-01-01021 | Cross Drain Pipe (30" RCP) | 392 | LNFT | 460.00 | 180,320.00 | 1,300.00 | 509,600.00 | | 0038 | 701-02-01000 | Cross Drain Pipe Arch (24" Equiv. RCPA) | 144 | LNFT | 300.00 | 43,200.00 | 650.00 | 93,600.00 | | 0039 | 701-03-01022 | Storm Drain Pipe (18" RCP/RPVCP) RCP ONLY | 2,439 | LNFT | 320.00 | 780,480.00 | 600.00 | 1,463,400.00 | | 0040 | 701-03-01042 | Storm Drain Pipe (24" RCP/RPVCP) RCP ONLY | 1,645 | LNFT | 580.00 | 954,100.00 | 680.00 | 1,118,600.00 | | 0041 | 701-03-01062 | Storm Drain Pipe (30" RCP/RPVCP) RCP ONLY | 216 | LNFT | 440.00 | 95,040.00 | 750.00 | 162,000.00 | | 0042 | 701-04-01020 | Storm Drain Pipe Arch (18" Equiv. RCPA) | 380 | LNFT | 300.00 | 114,000.00 | 670.00 | 254,600.00 | | 0043 | 701-04-01040 | Storm Drain Pipe Arch (24" Equiv. RCPA) | 949 | LNFT | 320.00 | 303,680.00 | 670.00 | 635,830.00 | | 0044 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | 6,215 | LNFT | 1.00 | 6,215.00 | 16.00 | 99,440.00 | | 0045 | 702-02-00100 | Manholes (MH-06) | 1 | EACH | 22,000.00 | 22,000.00 | 17,000.00 | 17,000.00 | | 0046 | 702-02-00800 | Manholes (R-CB-38) | 1 | EACH | 33,000.00 | 33,000.00 | 28,000.00 | 28,000.00 | | 0047 | 702-03-00010 | Catch Basins CB-SD02 | 2 | EACH | 15,000.00 | 30,000.00 | 15,000.00 | 30,000.00 | | 0048 | 702-03-00100 | Catch Basins (CB-01) | 34 | EACH | 10,000.00 | 340,000.00 | 14,000.00 | 476,000.00 | | 0049 | 702-03-00500 | Catch Basins (CB-06) | 7 | EACH | 14,000.00 | 98,000.00 | 21,000.00 | 147,000.00 | | 0050 | 702-03-00600 | Catch Basins (CB-07) | 2 | EACH | 19,000.00 | 38,000.00 | 26,000.00 | 52,000.00 | | 0051 | 702-03-00800 | Catch Basins (CB-09) | 2 | EACH | 20,000.00 | 40,000.00 | 25,000.00 | 50,000.00 | | 0052 | 702-03-01000 | Catch Basins (CB-2TOP02) | 1 | EACH | 28,000.00 | 28,000.00 | 17,000.00 | 17,000.00 | | 0053 | 702-04-00200 | Adjusting Catch Basins | 1 | EACH | 6,000.00 | 6,000.00 | 19,000.00 | 19,000.00 | | 0054 | 702-07-00100 | Cross Drain Safety End (Type 1) | 15 | EACH | 6,000.00 | 90,000.00 | 8,000.00 | 120,000.00 | | 0055 | 704-01-01020 | Guard Rail (Single Thrie Beam) (6'-3" post spacing) (Bridge Guardrail Retrofit) | 11,284 | LNFT | 61.00 | 688,324.00 | 90.00 | 1,015,560.00 | | 0056 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | 8,367.6 | LNFT | 36.50 | 305,417.40 | 35.00 | 292,866.00 | | 0057 | 704-05-00300 | Guard Rail Anchor Sections - 31", (Trailing End) | 99 | LNFT | 205.00 | 20,295.00 | 160.00 | 15,840.00 | | 0058 | 704-06-00200 | Guard Rail Bridge Attachments (Single Thrie Beam) | 396 | LNFT | 61.00 | 24,156.00 | 85.00 | 33,660.00 | | 0059 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | 775 | LNFT | 128.00 | 99,200.00 | 127.00 | 98,425.00 | | 0060 | 704-09-00100 | Guard Rail Anchor Block | 4 | EACH | 6,500.00 | 26,000.00 | 9,200.00 | 36,800.00 | | 0061 | 704-10-00120 | Guard Rail End Treatment, MASH, (TL-3 Flared) | 6 | EACH | 3,800.00 | 22,800.00 | 3,500.00 | 21,000.00 | | 0062 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | 32 | EACH | 3,900.00 | 124,800.00 | 4,100.00 | 131,200.00 | | 0063 | 706-02-00300 | Concrete Drive (8" Thick) | 80.9 | SQYD | 250.00 | 20,225.00 | 200.00 | 16,180.00 | | 0064 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 504.5 | SQYD | 120.00 | 60,540.00 | 125.00 | 63,062.50 | | 0065 | 706-03-00300 | Incidental Concrete Paving (6" Thick) | 69.5 | SQYD | 85.00 | 5,907.50 | 100.00 | 6,950.00 | | 0066 | 706-03-00500 | Incidental Concrete Paving (8" Thick) | 1 | SQYD | 3,500.00 | 3,500.00 | 180.00 | 180.00 | | 0067 | 706-03-00800 | Incidental Concrete Paving (12" Thick) | 12.7 | SQYD | 700.00 | 8,890.00 | 400.00 | 5,080.00 | | 0068 | 707-01-00100 | Concrete Curb | 1,987.7 | LNFT | 33.00 | 65,594.10 | 50.00 | 99,385.00 | | 0069 | 710-01-00100 | Flowable Fill | 836 | CUYD | 300.00 | 250,800.00 | 190.00 | 158,840.00 | | 0070 | 711-01-04020 | Riprap (55 lb, 24" Thick) | 303 | SQYD | 300.00 | 90,900.00 | 250.00 | 75,750.00 | | 0071 | 711-04-00100 | Geotextile Fabric | 303 | SQYD | 14.00 | 4,242.00 | 2.00 | 606.00 | | 0072 | 713-01-00100 | Temporary Signs and Barricades | 1 | LUMP | 2,800,000.00 | 2,800,000.00 | 4,500,000.00 | 4,500,000.00 | | 0073 | 713-02-00500 | Temporary Pavement Markings (24" Width) | 676 | LNFT | 1.50 | 1,014.00 | 22.00 | 14,872.00 | | 0074 | 713-04-01020 | Temporary Pavement Markings (Solid Line) (4"Width) (Type 1 Removable) | 79.544 | MILE | 9,000.00 | 715,896.00 | 6,000.00 | 477,264.00 | | 0075 | 713-06-00100 | Temporary Reflectorized Raised Pavement Markers | 21,001 | EACH | 11.00 | 231,011.00 | 11.00 | 231,011.00 | | 0076 | 713-08-00100 | Temporary Precast Concrete Barrier (Department Furnished) | 2,545 | EACH | 800.00 | 2,036,000.00 | 800.00 | 2,036,000.00 | | 0077 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | 4,604 | EACH | 170.00 | 782,680.00 | 225.00 | 1,035,900.00 | | 0078 | 713-11-00100 | Portable Changeable Message Signs | 9 | EACH | 27,500.00 | 247,500.00 | 30,000.00 | 270,000.00 | | 0079 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | 2,365 | SQYD | 2.00 | 4,730.00 | 2.25 | 5,321.25 | | 0080 | 720-01-02000 | Erosion Control System, Flexible (Channel Liner) (Type C) | 304 | SQYD | 5.00 | 1,520.00 | 5.25 | 1,596.00 | | 0081 | 720-01-02020 | Erosion Control System, Flexible (Channel Liner) (Type D) | 5,310 | SQYD | 3.50 | 18,585.00 | 3.75 | 19,912.50 | | 0082 | 722-02-00100 | Project Site Laboratory (Equipped) | 1 | EACH | 100,000.00 | 100,000.00 | 150,000.00 | 150,000.00 | | 0083 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | 11.33 | MILE | 600.00 | 6,798.00 | 2,000.00 | 22,660.00 | | 0084 | 725-01-00100 | Temporary Detour Roads | 22,820.1 | SQYD | 180.00 | 4,107,618.00 | 200.00 | 4,564,020.00 | | 0085 | 726-01-00100 | Bedding Material | 777.2 | CUYD | 200.00 | 155,440.00 | 110.00 | 85,492.00 | | 0086 | 727-01-00100 | Mobilization | 1 | LUMP | 11,700,000.00 | 11,700,000.00 | 11,000,000.00 | 11,000,000.00 | | 0087 | 729-01-00100 | Sign (Type A) | 1,415.2 | SQFT | 28.00 | 39,625.60 | 29.00 | 41,040.80 | | 0088 | 729-02-00100 | Sign (Type B) | 92.6 | SQFT | 32.00 | 2,963.20 | 33.00 | 3,055.80 | | 0089 | 729-04-00100 | Sign (Type D) | 739 | SQFT | 34.00 | 25,126.00 | 36.00 | 26,604.00 | | 0090 | 729-05-00100 | Sign (Type E) | 423 | SQFT | 42.00 | 17,766.00 | 44.00 | 18,612.00 | | 0091 | 729-06-00100 | Sign (Overhead Mounted) | 4,052 | SQFT | 37.00 | 149,924.00 | 39.00 | 158,028.00 | | 0092 | 729-08-00200 | Mounting (3 1/2" Size Post) | 56 | EACH | 2,000.00 | 112,000.00 | 2,200.00 | 123,200.00 | | 0093 | 729-08-00210 | Mounting (3 1/2" Size Post)(Structure Mount) | 2 | EACH | 6,500.00 | 13,000.00 | 6,600.00 | 13,200.00 | | 0094 | 729-08-00600 | Mounting (W6 x 12 Size Post) | 28 | EACH | 2,250.00 | 63,000.00 | 2,400.00 | 67,200.00 | | 0095 | 729-08-00800 | Mounting (W8 x 24 Size Post) | 2 | EACH | 3,250.00 | 6,500.00 | 3,400.00 | 6,800.00 | | 0096 | 729-09-00600 | Mounting (Overhead Truss) (Ground Mounted) (90' Span) | 1 | EACH | 107,000.00 | 107,000.00 | 110,000.00 | 110,000.00 | | 0097 | 729-11-00100 | Mounting (Overhead Cantilever) (Ground Mounted) | 13 | EACH | 74,000.00 | 962,000.00 | 75,000.00 | 975,000.00 | | 0098 | 729-16-00200 | Object Marker Assembly (Type 2) | 46 | EACH | 105.00 | 4,830.00 | 110.00 | 5,060.00 | | 0099 | 729-16-00300 | Object Marker Assembly (Type 3) | 19 | EACH | 120.00 | 2,280.00 | 125.00 | 2,375.00 | | 0100 | 729-18-00100 | Milepost Assembly (Structure Mounted) | 2 | EACH | 700.00 | 1,400.00 | 800.00 | 1,600.00 | | 0101 | 729-18-00200 | Milepost Assembly (Structure Mounted) (Secondary) | 5 | EACH | 600.00 | 3,000.00 | 650.00 | 3,250.00 | | 0102 | 729-20-00600 | Footings for Overhead Mountings (Cantilever) | 13 | EACH | 70,000.00 | 910,000.00 | 72,000.00 | 936,000.00 | | 0103 | 729-20-00700 | Footings for Overhead Mountings (Truss) | 2 | EACH | 70,000.00 | 140,000.00 | 72,000.00 | 144,000.00 | | 0104 | 731-01-00100 | Nonreflectorized Raised Pavement Markers | 7,740 | EACH | 11.00 | 85,140.00 | 21.00 | 162,540.00 | | 0105 | 731-02-00100 | Reflectorized Raised Pavement Markers | 21,782 | EACH | 11.00 | 239,602.00 | 11.00 | 239,602.00 | | 0106 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | 8,176 | LNFT | 20.00 | 163,520.00 | 32.00 | 261,632.00 | | 0107 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | 45.471 | MILE | 5,000.00 | 227,355.00 | 8,000.00 | 363,768.00 | | 0108 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | 6.032 | MILE | 16,000.00 | 96,512.00 | 28,000.00 | 168,896.00 | | 0109 | 732-03-02002 | Plastic Pav't Striping (Broken) (4" Width) (Thermo 90 mil)(Black and White Cont) | 22.551 | MILE | 4,000.00 | 90,204.00 | 21,000.00 | 473,571.00 | | 0110 | 732-03-02030 | Plastic Pavement Striping (Dotted Line)(8" W)(2' L)(Thermo 90 mil) | 0.173 | MILE | 12,000.00 | 2,076.00 | 10,200.00 | 1,764.60 | | 0111 | 732-03-02040 | Plastic Pavement Striping (Dotted Line)(8" W)(3' L)(Thermo 90 mil) | 3.298 | MILE | 18,000.00 | 59,364.00 | 16,000.00 | 52,768.00 | | 0112 | 732-04-01040 | Plastic Pavement Legends and Symbols (Arrow - Double) | 5 | EACH | 900.00 | 4,500.00 | 1,600.00 | 8,000.00 | | 0113 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | 5 | EACH | 600.00 | 3,000.00 | 1,600.00 | 8,000.00 | | 0114 | 732-04-01100 | Plastic Pavement Legends and Symbols (Arrow - Right Turn) | 5 | EACH | 600.00 | 3,000.00 | 1,600.00 | 8,000.00 | | 0115 | 732-04-05040 | Plastic Pavement Legends and Symbols (EXIT ONLY) | 26 | EACH | 1,700.00 | 44,200.00 | 2,700.00 | 70,200.00 | | 0116 | 732-04-19040 | Plastic Pavement Legends and Symbols (Shield - Interstate) (Preformed Heat Applied Retroreflective Thermoplastic) | 41 | EACH | 7,000.00 | 287,000.00 | 4,200.00 | 172,200.00 | | 0117 | 732-04-19060 | Plastic Pavement Legends and Symbols (Shield - Louisiana) (Preformed Heat Applied Retroreflective Thermoplastic) | 4 | EACH | 4,000.00 | 16,000.00 | 4,200.00 | 16,800.00 | | 0118 | 732-05-00100 | Removal of Existing Markings | 10.339 | MILE | 16,000.00 | 165,424.00 | 30,000.00 | 310,170.00 | | 0119 | 737-05-00002 | Painted Curbs | 75 | LNFT | 15.00 | 1,125.00 | 120.00 | 9,000.00 | | 0120 | 739-01-00100 | Hydro-Seeding | 89 | ACRE | 3,000.00 | 267,000.00 | 3,200.00 | 284,800.00 | | 0121 | 740-01-00100 | Construction Layout | 1 | LUMP | 2,000,000.00 | 2,000,000.00 | 1,055,500.00 | 1,055,500.00 | | 0122 | 802-02-00100 | Permanent Sheeting (Steel) Anchored | 4,800 | SQFT | 120.00 | 576,000.00 | 150.00 | 720,000.00 | | 0123 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | 53,340 | SQFT | 1.00 | 53,340.00 | 2.50 | 133,350.00 | | 0124 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | 53,340 | SQFT | 1.00 | 53,340.00 | 3.50 | 186,690.00 | | 0125 | 807-01-00100 | Structural Metalwork (Grade 36) | 37,443 | LUMP | 450,000.00 | 450,000.00 | 1,000,000.00 | 1,000,000.00 | | 0128 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | 35,350 | SQFT | 120.00 | 4,242,000.00 | 155.00 | 5,479,250.00 | | 0129 | 815-02-00200 | Sealed Expansion Joint (End Dams and Preformed Silicone Seal) | 1,091 | LNFT | 490.00 | 534,590.00 | 1,250.00 | 1,363,750.00 | | 0130 | 815-03-00200 | Joint Seal (Preformed Silicone) | 61 | LNFT | 320.00 | 19,520.00 | 170.00 | 10,370.00 | | 0131 | 822-01-00100 | Trenching and Backfilling | 16,655 | LNFT | 4.00 | 66,620.00 | 5.25 | 87,438.75 | | 0132 | 822-02-00100 | Conduit w Conductors (PVC/HDPE) (3/4") (1#2 Bare Stranded Ground) | 270 | LNFT | 9.00 | 2,430.00 | 9.50 | 2,565.00 | | 0133 | 822-02-00400 | Conduit w Conductors (PVC/HDPE) (1-1/2") (2#6, 1#6 Bare Stranded Ground) | 10,985 | LNFT | 14.00 | 153,790.00 | 14.50 | 159,282.50 | | 0134 | 822-02-00500 | Conduit w Conductors (PVC/HDPE) (2") (Empty HPDE Duct with Pull Line) | 6,330 | LNFT | 9.00 | 56,970.00 | 9.50 | 60,135.00 | | 0135 | 822-02-00500 | Conduit w Conductors (PVC/HDPE) (2") (Empty PVC Duct with Pull Line) | 750 | LNFT | 10.00 | 7,500.00 | 11.00 | 8,250.00 | | 0136 | 822-02-01000 | Conduit w Conductors (PVC/HDPE) (6") (Vertical Conduit Casing) | 90 | LNFT | 50.00 | 4,500.00 | 52.00 | 4,680.00 | | 0137 | 822-04-00200 | Jacked or Bored Casing (6" Dia) (PVC/HDPE) | 660 | LNFT | 40.00 | 26,400.00 | 42.00 | 27,720.00 | | 0138 | 822-05-00700 | Light Pole (40') (Alum) (Single Arm) | 7 | EACH | 7,500.00 | 52,500.00 | 7,600.00 | 53,200.00 | | 0139 | 822-05-02100 | Light Pole (30') (Alum) (Single Arm) | 1 | EACH | 6,800.00 | 6,800.00 | 7,100.00 | 7,100.00 | | 0140 | 822-07-02800 | Luminaire (LED) | 52 | EACH | 1,000.00 | 52,000.00 | 1,100.00 | 57,200.00 | | 0141 | 822-09-00100 | Electrical System (Median Pole Foundation Anchor Bolts) | 1 | LUMP | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | | 0142 | 822-12-00100 | Removal and Storage of Light Pole (Ground Mount) (LOW MAST) | 13 | EACH | 500.00 | 6,500.00 | 510.00 | 6,630.00 | | 0143 | 822-13-00100 | Removal and Disposal of Light Pole Foundation (LOW MAST) | 13 | EACH | 500.00 | 6,500.00 | 510.00 | 6,630.00 | | 0144 | 822-14-00100 | Removal and Disposal of Luminaire | 57 | EACH | 100.00 | 5,700.00 | 110.00 | 6,270.00 | | 0145 | 822-15-02100 | Relocate Light Poles | 30 | EACH | 4,000.00 | 120,000.00 | 4,200.00 | 126,000.00 | | 0146 | 822-16-00100 | Underground Junction Box (12" x 12") | 38 | EACH | 1,000.00 | 38,000.00 | 1,100.00 | 41,800.00 | | 0147 | 822-16-00200 | Underground Junction Box (11" x 18") | 30 | EACH | 1,800.00 | 54,000.00 | 1,900.00 | 57,000.00 | | 0148 | 822-16-00300 | Underground Junction Box (13" x 24") | 9 | EACH | 2,000.00 | 18,000.00 | 2,100.00 | 18,900.00 | | 0149 | 822-19-00100 | Modular Breakaway Cable System | 38 | EACH | 3,000.00 | 114,000.00 | 3,100.00 | 117,800.00 | | 0150 | 822-21-00100 | Duct Marker (Concrete) | 8 | EACH | 150.00 | 1,200.00 | 160.00 | 1,280.00 | | 0151 | 822-22-00300 | Underground Marker Tape (6")(Detectable) | 10,915 | LNFT | 0.25 | 2,728.75 | 0.25 | 2,728.75 | | 0152 | 830-02-00100 | Bridge Substructure Repair (Backwalls) | 27 | EACH | 30,000.00 | 810,000.00 | 75,000.00 | 2,025,000.00 | | 0153 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | 247,495 | INLF | 0.50 | 123,747.50 | 0.50 | 123,747.50 | | 0154 | NS-600-00220 | Saw Cutting Portland Cement Concrete Pavement | 528,654 | INLF | 0.80 | 422,923.20 | 0.85 | 449,355.90 | | 0155 | NS-700-00260 | Temporary Queue Detection System Deployment | 1 | LUMP | 560,000.00 | 560,000.00 | 1,000,000.00 | 1,000,000.00 | | 0156 | NS-700-00270 | Temporary Queue Detection - PCMS | 15 | EACH | 8,600.00 | 129,000.00 | 9,000.00 | 135,000.00 | | 0157 | NS-700-00280 | Temporary Queue Detection - PQS | 32 | EACH | 3,200.00 | 102,400.00 | 3,200.00 | 102,400.00 | | 0158 | NS-700-00290 | Temporary Queue Detection - Static Warning Signage | 14 | EACH | 4,000.00 | 56,000.00 | 4,000.00 | 56,000.00 | | 0159 | NS-700-00810 | Impact Attenuator (Construction Zone)(Test Level 3) | 13 | EACH | 25,000.00 | 325,000.00 | 10,000.00 | 130,000.00 | | 0160 | NS-700-00820 | Impact Attenuator Relocation (Construction Zone) | 16 | EACH | 4,500.00 | 72,000.00 | 3,500.00 | 56,000.00 | | 0161 | NS-729-00029 | Breakaway Square Tubing Sign Support w/ Mowing Pad | 21 | EACH | 1,000.00 | 21,000.00 | 1,100.00 | 23,100.00 | | 0162 | NS-729-00031 | Breakaway Square Tubing Sign Support (Surface Mount) | 5 | EACH | 400.00 | 2,000.00 | 410.00 | 2,050.00 | | 0163 | NS-744-00518 | Modular Glare Screen (Complete System) (18” Blade) | 5,824 | LNFT | 19.00 | 110,656.00 | 22.00 | 128,128.00 | | 0164 | NS-830-01000 | Bridge Deck Joint Repair (One Side of Joint) (Polymer Concrete Joint Nosing) | 1 | LNFT | 20,000.00 | 20,000.00 | 25,000.00 | 25,000.00 | | 0165 | NS-830-01000 | Bridge Deck Joint Repair (One Side of Joint) (Removal of Sliding Plate) | 162 | LNFT | 185.00 | 29,970.00 | 200.00 | 32,400.00 | | 0183 | 402-01-00101 | Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | 31.3 | CUYD | 550.00 | 17,215.00 | 300.00 | 9,390.00 | | 0184 | 810-05-00300 | Concrete Roadway Barrier (Double Face ) | 4,428 | LNFT | 800.00 | 3,542,400.00 | 575.00 | 2,546,100.00 | | 0185 | 810-05-00300 | Concrete Roadway Barrier (Double Face ) (Transitions) | 1,396 | LNFT | 1,100.00 | 1,535,600.00 | 2,000.00 | 2,792,000.00 | | | | SUBTOTAL GENERAL | | | | 90,639,943 | | 93,251,576 | | | | | | | | | | | | | Alternate AA1 | Alternate AA1 - Asphalt | | | | | | | | | | | | | | | | | | 0166 | 502-01-00100 | Asphalt Concrete | 121,621 | TON | 0.00 | 0.00 | 158.00 | 19,216,118.00 | | 0167 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | 1,385.6 | TON | 0.00 | 0.00 | 340.00 | 471,104.00 | | 0168 | 502-04-00100 | Asphalt Concrete (SMA) Wearing Course | 17,613.9 | TON | 0.00 | 0.00 | 185.00 | 3,258,571.50 | | 0169 | 510-01-00001 | Pavement Patching 14.5" THICKNESS | 954 | SQYD | 0.00 | 0.00 | 250.00 | 238,500.00 | | 0170 | 706-03-00500 | Incidental Concrete Paving (8" Thick) | 704.4 | SQYD | 0.00 | 0.00 | 185.00 | 130,314.00 | | 0171 | 707-03-00100 | Combination Concrete Curb and Gutter | 1,716.1 | LNFT | 0.00 | 0.00 | 70.00 | 120,127.00 | | 0172 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | 5.986 | MILE | 0.00 | 0.00 | 5,000.00 | 29,930.00 | | 0173 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | 2,644 | LNFT | 0.00 | 0.00 | 4.00 | 10,576.00 | | 0174 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | 4,778 | LNFT | 0.00 | 0.00 | 4.00 | 19,112.00 | | | | SUBTOTAL ALT AA1 | | | | 00 | | 23,494,353 | | | | | | | | | | | | | Alternate AA2 | Alternate AA2 - Concrete | | | | | | | | | | | | | | | | | | 0175 | 302-02-10010 | Class II Base Course (10" Thick) (Soil Cement) | 640.8 | SQYD | 35.00 | 22,428.00 | 0.00 | 0.00 | | 0176 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | 648 | SQYD | 32.00 | 20,736.00 | 0.00 | 0.00 | | 0177 | 502-01-00100 | Asphalt Concrete | 69.6 | TON | 250.00 | 17,400.00 | 0.00 | 0.00 | | 0178 | 601-01-01100 | Portland Cement Concrete Pavement (13" Thick) | 197,626 | SQYD | 132.00 | 26,086,632.00 | 0.00 | 0.00 | | 0179 | 601-04-00100 | Portland Cement Concrete Pavement Coring | 250 | EACH | 1,200.00 | 300,000.00 | 0.00 | 0.00 | | 0180 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | 7,003.6 | SQYD | 70.00 | 490,252.00 | 0.00 | 0.00 | | 0181 | 707-01-00100 | Concrete Curb | 1,716.1 | LNFT | 32.00 | 54,915.20 | 0.00 | 0.00 | | 0182 | 732-03-02002 | Plastic Pav't Striping (Broken) (4" Width) (Thermo 90 mil)(Black and White Cont) | 5.986 | MILE | 4,000.00 | 23,944.00 | 0.00 | 0.00 | | | | SUBTOTAL ALT AA2 | | | | 27,016,307.20 | | 0.00 | | | | | | | | | | | | | | CONTRACTOR TOTAL | | | | 117,656,250.15 | | 116,745,928.85 |
|