Line
Number | Item | Description | Unit | Quantity |
| 0001 | 201-01-00100 | Clearing and Grubbing | LUMP | 1 |
| 0002 | 202-01-00100 | Removal of Structures and Obstructions | LUMP | 1 |
| 0003 | 202-02-02000 | Removal of Asphalt Drives | SQYD | 113 |
| 0004 | 202-02-02000 | Removal of Asphalt Drives | SQYD | 613 |
| 0005 | 202-02-03030 | Removal of Pavement Structure | SQYD | 17,145.8 |
| 0006 | 202-02-03030 | Removal of Pavement Structure | SQYD | 9,137.9 |
| 0007 | 202-02-03030 | Removal of Pavement Structure | SQYD | 1,164.4 |
| 0008 | 202-02-03030 | Removal of Pavement Structure | SQYD | 373.3 |
| 0009 | 202-02-06040 | Removal of Concrete Box Headwall . | EACH | 7 |
| 0010 | 202-02-06100 | Removal of Concrete Walks and Drives | SQYD | 614 |
| 0011 | 202-02-12000 | Removal of Fence | LNFT | 443 |
| 0012 | 202-02-14500 | Removal of Guard Rail | LNFT | 911.1 |
| 0013 | 202-02-32180 | Removal of Pipe Headwalls | EACH | 7 |
| 0014 | 202-02-40100 | Removal of Traffic Signal Equipment | LUMP | 1 |
| 0015 | 202-02-40120 | Removal of Traffic Detectors and Associated Equipment | LUMP | 1 |
| 0016 | 203-01-00100 | General Excavation | CUYD | 38,362 |
| 0017 | 203-02-00100 | Drainage Excavation | CUYD | 52 |
| 0018 | 203-03-00100 | Embankment | CUYD | 192,696 |
| 0019 | 204-05-00100 | Temporary Sediment Check Dams (Hay) | EACH | 360 |
| 0020 | 204-05-00200 | Temporary Sediment Check Dams (Stone) | EACH | 2 |
| 0021 | 204-06-00100 | Temporary Silt Fencing | LNFT | 29,334 |
| 0022 | 302-02-04070 | Class II Base Course (4" Thick) (Crushed Stone or Recycled Portland Cement Concrete) (Stone or Recycled PCCP) | SQYD | 44,272.2 |
| 0023 | 302-02-04070 | Class II Base Course (4" Thick) (Crushed Stone or Recycled Portland Cement Concrete) (Stone or Recycled PCCP) | SQYD | 85,126.1 |
| 0024 | 302-02-04070 | Class II Base Course (4" Thick) (Crushed Stone or Recycled Portland Cement Concrete) (Stone or Recycled PCCP) | SQYD | 507.8 |
| 0025 | 302-02-06010 | Class II Base Course (6" Thick) (Soil Cement) | SQYD | 129,906.1 |
| 0026 | 302-03-00100 | Base Drain Outlet | EACH | 98 |
| 0027 | 305-01-04020 | Subgrade Layer (12" Thick) (Treated) | SQYD | 130,244 |
| 0028 | 401-01-00100 | Aggregate Surface Course (Net Section) | CUYD | 260 |
| 0029 | 402-01-00100 | Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 3,500 |
| 0030 | 402-02-00100 | Mainline Traffic Maintenance Surfacing (Hard) | SQYD | 3,000 |
| 0031 | 402-03-00100 | Non-Mainline Traffic Maintenance Surfacing (Aggregate) (Vehicular Measurement) | CUYD | 1,000 |
| 0032 | 502-01-00100 | Asphalt Concrete | TON | 13,886.3 |
| 0033 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 572.8 |
| 0034 | 502-04-00100 | Asphalt Concrete (SMA) Wearing Course | TON | 2,678.4 |
| 0035 | 509-01-00100 | Milling Asphalt Pavement | SQYD | 2,266.3 |
| 0036 | 509-02-00100 | Contractor Retained Reclaimed Asphalt Pavement | CUYD | -125.9 |
| 0037 | 510-01-00300 | Pavement Patching (18" Minimum Thickness) | SQYD | 58 |
| 0038 | 601-01-10000 | Portland Cement Concrete Pavement (Colored) 9" Thick | SQYD | 612.6 |
| 0039 | 701-01-01004 | Cross Drain Pipe (24" RCP/RPVCP) | LNFT | 588 |
| 0040 | 701-01-01024 | Cross Drain Pipe (30" RCP/RPVCP) | LNFT | 72 |
| 0041 | 701-01-01043 | Cross Drain Pipe (36" RCP/RPVCP) | LNFT | 90 |
| 0042 | 701-01-01063 | Cross Drain Pipe (42" RCP/RPVCP) | LNFT | 220 |
| 0043 | 701-05-01045 | Side Drain Pipe (18" RCP/RPVCP/CPEPDW) | LNFT | 450 |
| 0044 | 701-05-01064 | Side Drain Pipe (24" RCP/RPVCP/CPEPDW) | LNFT | 406 |
| 0046 | 701-05-01081 | Side Drain Pipe (30" RCP/RPVCP/CPEPDW/CMP) | LNFT | 38 |
| 0047 | 701-05-01101 | Side Drain Pipe (36" RCP/RPVCP/CPEPDW/CMP) | LNFT | 298 |
| 0048 | 701-05-02041 | Side Drain Pipe (Erosion) (18" RPVCP/CPEPDW/CMP) | LNFT | 60 |
| 0049 | 701-06-01080 | Side Drain Pipe Arch (36" Equiv. RCPA/CMPA) | LNFT | 34 |
| 0050 | 701-10-01060 | Reinforced Concrete Pipe (Extension) (24") | LNFT | 156 |
| 0051 | 701-10-01100 | Reinforced Concrete Pipe (Extension) (36") | LNFT | 1,142 |
| 0052 | 701-14-00100 | Cleaning Existing Pipes | LNFT | 3,316 |
| 0053 | 701-15-00100 | Concrete Collar | EACH | 12 |
| 0054 | 701-17-00100 | Trench Excavation Safety Protection (Depth >5 feet) | LNFT | 2,369 |
| 0055 | 702-03-00100 | Catch Basins (CB-01) | EACH | 19 |
| 0056 | 704-03-00200 | Blocked Out Guard Rail - 31", (6'-3" Post Spacing) | LNFT | 535.8 |
| 0057 | 704-07-00200 | Guard Rail Transitions (Double Thrie Beam) | LNFT | 100 |
| 0058 | 704-10-00205 | Guard Rail End Treatment, MASH, (TL-3 Tangent) | EACH | 1 |
| 0059 | 704-10-00305 | Guard Rail End Treatment, MASH, (TL-3 Bi-Directional) | EACH | 2 |
| 0060 | 704-10-00310 | Guard Rail End Treatment, NCHRP 350 - 31" (TL-3 Flared) | EACH | 1 |
| 0061 | 705-01-00100 | Barbed Wire Fence | LNFT | 443 |
| 0062 | 705-04-00100 | Single Swinging Driveway Gates | EACH | 1 |
| 0063 | 705-05-00100 | Double Swinging Driveway Gates | DBGT | 3 |
| 0064 | 706-02-00200 | Concrete Drive (6" Thick) | SQYD | 164.8 |
| 0065 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | SQYD | 422.3 |
| 0066 | 706-03-10000 | Incidental Concrete Paving (Colored)(inch Thick) 5" THICK | SQYD | 1,512.8 |
| 0067 | 707-01-00100 | Concrete Curb | LNFT | 1,407.6 |
| 0068 | 707-03-00100 | Combination Concrete Curb and Gutter | LNFT | 3,868.6 |
| 0069 | 708-01-00100 | Right-of-Way Monument | EACH | 23 |
| 0070 | 708-02-00100 | Right-of-Way Monument Witness Post | EACH | 23 |
| 0071 | 711-01-03000 | Riprap (30 lb, 14" Thick) | SQYD | 364 |
| 0072 | 712-04-00100 | Flexible Revetment | SQYD | 975 |
| 0073 | 713-01-00100 | Temporary Signs and Barricades | LUMP | 1 |
| 0074 | 713-03-01000 | Temporary Pavement Markings (Broken Line) (4" Width) (4' Length) | MILE | 0.345 |
| 0075 | 713-04-01000 | Temporary Pavement Markings (Solid Line) (4" Width) | MILE | 0.859 |
| 0076 | 720-01-01000 | Erosion Control System (Slope Protection) (Type A) | SQYD | 2,892 |
| 0077 | 722-02-00100 | Project Site Laboratory (Equipped) | EACH | 1 |
| 0078 | 724-02-00100 | Rumble Strips (Shoulder/Edge) | MILE | 17.735 |
| 0079 | 725-01-00100 | Temporary Detour Roads | SQYD | 4,651.6 |
| 0080 | 726-01-00100 | Bedding Material | CUYD | 1,082.2 |
| 0081 | 727-01-00100 | Mobilization | LUMP | 1 |
| 0082 | 729-01-00100 | Sign (Type A) | SQFT | 355.3 |
| 0083 | 729-02-00100 | Sign (Type B) | SQFT | 83.3 |
| 0084 | 729-16-00300 | Object Marker Assembly (Type 3) | EACH | 10 |
| 0085 | 729-22-00100 | Square Tubing Post with 2-1/4" Anchor | EACH | 33 |
| 0086 | 731-02-00100 | Reflectorized Raised Pavement Markers | EACH | 1,357 |
| 0087 | 732-01-01060 | Plastic Pavement Striping (12" Width) (Thermoplastic 90 mil) | LNFT | 3,586 |
| 0088 | 732-01-01080 | Plastic Pavement Striping (24" Width) (Thermoplastic 90 mil) | LNFT | 2,787 |
| 0089 | 732-02-02000 | Plastic Pavement Striping (Solid Line) (4" Width) (Thermoplastic 90 mil) | MILE | 18.806 |
| 0090 | 732-02-02040 | Plastic Pavement Striping (Solid Line) (8" Width) (Thermoplastic 90 mil) | MILE | 0.773 |
| 0091 | 732-03-02000 | Plastic Pavement Striping (Broken Line) (4" Width) (Thermoplastic 90 mil) | MILE | 6.571 |
| 0092 | 732-03-02010 | Plastic Pavement Striping (Dotted Line)(4" W)(2' L)(Thermo 90 mil) Type B | MILE | 0.411 |
| 0093 | 732-03-02030 | Plastic Pavement Striping (Dotted Line)(8" W)(2' L)(Thermo 90 mil) Type B | MILE | 0.188 |
| 0094 | 732-04-01080 | Plastic Pavement Legends and Symbols (Arrow - Left Turn) | EACH | 32 |
| 0095 | 732-05-00100 | Removal of Existing Markings | MILE | 3.29 |
| 0096 | 735-01-00100 | Mailboxes | EACH | 4 |
| 0097 | 735-02-00100 | Mailbox Supports (Single) | EACH | 4 |
| 0098 | 736-01-00100 | Trenching and Backfilling | LNFT | 1,560 |
| 0099 | 736-03-00100 | Jacking or Boring | LNFT | 425 |
| 0100 | 736-04-00001 | Signal Pole (Pedestal Pole) | EACH | 1 |
| 0101 | 736-04-10450 | Signal Pole (Single Mast Arm, 45ft) | EACH | 1 |
| 0102 | 736-04-10500 | Signal Pole (Single Mast Arm, 50ft) | EACH | 1 |
| 0103 | 736-05-30000 | Signal Heads (3 Section, 12 inch Led Lens, R, Y, G) | EACH | 2 |
| 0104 | 736-05-31001 | Signal Heads (3 Sec, 12 inch Led Lens, LT. R, LT. Y, LT. G) | EACH | 3 |
| 0105 | 736-06-00100 | Signal Service | EACH | 1 |
| 0106 | 736-06-00500 | Signal Service Pedestal Disconnect | EACH | 1 |
| 0107 | 736-08-00102 | Signal Controller (980 ATC, Type 2)(Furnish & Install) | EACH | 1 |
| 0108 | 736-09-00100 | Loop Detector | LNFT | 315 |
| 0109 | 736-10-00200 | Underground Junction Box (Type E) | EACH | 4 |
| 0110 | 736-10-00300 | Underground Junction Box (Type F) | EACH | 2 |
| 0111 | 736-10-00400 | Underground Junction Box (Type G) | EACH | 1 |
| 0112 | 736-11-00050 | Conduit (1/2" HDPE, Schedule 80) | LNFT | 55 |
| 0113 | 736-11-00200 | Conduit (2" HDPE, Schedule 80) | LNFT | 1,835 |
| 0114 | 736-11-00300 | Conduit (3" HDPE, Schedule 80) | LNFT | 375 |
| 0115 | 736-11-00400 | Conduit (4" HDPE, Schedule 80) | LNFT | 250 |
| 0116 | 736-12-00000 | Conductor (2c, Loop Lead in, imsa 50-2, #14 awg, Twisted Pair) | LNFT | 940 |
| 0117 | 736-12-01002 | Conductor (1c, #2 awg) | LNFT | 7,600 |
| 0118 | 736-12-03006 | Conductor (3c, 6 gauge / #6 awg) | LNFT | 150 |
| 0119 | 736-12-06014 | Conductor (6c, #14 awg) | LNFT | 115 |
| 0120 | 736-12-10014 | Conductor (10c, #14 awg) | LNFT | 595 |
| 0121 | 736-15-02400 | Signal Support (Foundation, 24 inch Minimum Diameter) | EACH | 1 |
| 0122 | 736-15-03600 | Signal Support (Foundation, 36 inch Minimum Diameter) | EACH | 2 |
| 0123 | 736-16-00000 | Temporary Traffic Signal Installation (Intersection) | EACH | 1 |
| 0124 | 739-01-00100 | Hydro-Seeding | ACRE | 37 |
| 0125 | 740-01-00100 | Construction Layout | LUMP | 1 |
| 0126 | 803-01-00600 | Drilled Shaft (48" Diameter) | LNFT | 29 |
| 0127 | 803-08-00600 | Crosshole Sonic Log Test (48" Diameter) | EACH | 1 |
| 0128 | 804-01-00400 | Precast Concrete Piles (18") | LNFT | 2,176 |
| 0129 | 804-05-00400 | Precast Concrete Test Piles (18") | EACH | 1 |
| 0130 | 804-09-00400 | Static Load Test (Precast Concrete Piles (18")) | EACH | 1 |
| 0131 | 804-14-00100 | Dynamic Monitoring Assistance | EACH | 7 |
| 0132 | 805-01-00100 | Class A1 Concrete (Slab Span) | CUYD | 246.54 |
| 0133 | 805-01-00300 | Class A1 Concrete (Bent Cap) | CUYD | 68.92 |
| 0134 | 805-16-00100 | Reinforced Concrete Box Culverts (Extension) (4' x 4') | LNFT | 880 |
| 0135 | 805-16-00600 | Reinforced Concrete Box Culverts (Extension) (5' x 5') | LNFT | 560 |
| 0136 | 805-16-01200 | Reinforced Concrete Box Culverts (Extension) (6' x 6') | LNFT | 204 |
| 0137 | 805-16-02700 | Reinforced Concrete Box Culverts (Extension) (4' x 6') | LNFT | 204 |
| 0138 | 805-18-00100 | Concrete Finish (Class 2 Rubbed Finish) | SQFT | 1,920 |
| 0139 | 805-18-00200 | Concrete Finish (Class 3 Special Finish) | SQFT | 1,920 |
| 0140 | 806-01-00100 | Deformed Reinforcing Steel | LB | 61,708 |
| 0141 | 810-01-00120 | Concrete Bridge Railing (36 inch Height) | LNFT | 280 |
| 0142 | 813-01-00100 | Concrete Approach Slabs (Cast-in-Place) | SQFT | 2,880 |
| 0143 | 814-01-00100 | Elastomeric Bearing Pads (Non-Reinforced) | SFIN | 189 |
| 0144 | 815-03-00300 | Joint Seal (Poured) | LNFT | 308 |
| 0145 | 822-02-07900 | Conduit w Conductors (PULLING CONDUCTORS THROUGH EXISTING CONDUIT) | LNFT | 950 |
| 0146 | 822-11-00100 | Removal and Disposal of Electrical Equipment | LUMP | 1 |
| 0147 | NS-500-00240 | Sawing and Sealing Transverse Joints in Asphalt Concrete Overlay | LNFT | 216 |
| 0148 | NS-500-00260 | Sawcuts in Asphalt Concrete Lifts | LNFT | 36 |
| 0149 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 37,992.5 |
| 0150 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 64,547.7 |
| 0151 | NS-500-00340 | Saw Cutting Asphalt Concrete Pavement | INLF | 10,131.3 |
| 0152 | NS-702-00003 | Cleaning Existing Junction Box | EACH | 3 |
| 0153 | NS-702-00100 | Paved Gutter Drain | EACH | 23 |
| 0154 | NS-729-00031 | Breakaway Square Tubing Sign Support (Surface Mount) | EACH | 10 |
| 0155 | NS-736-00001 | GPS | EACH | 1 |
| 0156 | NS-736-00130 | TS-2 Traffic Signal Cabinet (Ground Mounted) | EACH | 1 |
| 0157 | NS-ITS-01121 | CCTV Camera Assembly, Furnish and Install with PTZ, Digital | EACH | 1 |
| 0158 | NS-ITS-03501 | CCTV Camera Site, Remove | EACH | 1 |
| 0159 | NS-ITS-04005 | Tracer Wire (THWN #10 AWG Green Copper Conductor) | LNFT | 110 |
| 0160 | NS-ITS-04035 | Fiber Optic Fan Out Kits, SM, 12 Strand, Furnish & Install | EACH | 1 |
| 0161 | NS-ITS-04200 | Fiber Optic Connection, Termination, Furnish & Install | EACH | 12 |
| 0162 | NS-ITS-04250 | Fiber Optic Drop Cable, SM, 12 Strand, Furnish & Install | LNFT | 210 |
| 0163 | NS-ITS-04290 | Fiber Optic Patch Cord, SM, 2 Strand, Furnish & Install | EACH | 2 |
| 0164 | NS-ITS-04425 | Fiber Optic Connection Patch Panel, Outdoor, Furnish & Install | EACH | 1 |
| 0165 | NS-ITS-06020 | Pullbox, In-ground, Furnish & Install (TYPE F) | EACH | 5 |
| 0166 | NS-ITS-06020 | Pullbox, In-ground, Furnish & Install (TYPE K) | EACH | 1 |
| 0167 | NS-ITS-06040 | Pullbox, In-ground, Furnish & Install - Remove & Replace | EACH | 4 |
| 0168 | NS-ITS-06060 | Pullbox, In-ground, Install | EACH | 4 |
| 0169 | NS-ITS-07040 | ITS Controller Cabinet, Pole Mount, Install | EACH | 1 |
| 0170 | NS-ITS-08062 | Pole & Lowering Device, >= 60', Install | EACH | 1 |
| 0171 | NS-ITS-08240 | Lowering Device, Install | EACH | 1 |
| 0172 | NS-ITS-10060 | Electrical Service (MODIFICATION TO EXISTING SERVICE DISCONNECT) | EACH | 1 |
| 0173 | NS-ITS-10401 | Power Surge Protector, Furnish & Install | EACH | 2 |
| 0174 | NS-ITS-10407 | Data Surge Protector, Furnish & Install | EACH | 2 |
| 0175 | NS-ITS-10410 | Power Surge Protector (ITS Cabinet), Furnish & Install | EACH | 1 |
| 0176 | NS-ITS-12000 | Communications System Integration | LUMP | 1 |
| 0177 | NS-ITS-12020 | TMC Integration | LUMP | 1 |
| 0178 | NS-ITS-13200 | As-Builts | LUMP | 1 |
| 0179 | NS-ITS-16002 | Power Distribution Unit, Rackmount, Furnish and Install | EACH | 1 |
| 0181 | 502-01-00100 | Asphalt Concrete | TON | 49,899.7 |
| 0182 | 502-01-00200 | Asphalt Concrete, Drives, Turnouts and Miscellaneous | TON | 257.9 |
| 0183 | 502-04-00100 | Asphalt Concrete (SMA) Wearing Course | TON | 11,839.7 |
| 0185 | 601-01-00500 | Portland Cement Concrete Pavement (10" Thick) | SQYD | 112,981.5 |
| 0186 | 706-03-00100 | Incidental Concrete Paving (4" Thick) | SQYD | 1,172.5 |
| 0187 | 805-01-01000 | Class A1 Concrete (Headwalls) 36" Cross Drain Pipe @ 90° skew | CUYD | 6.08 |
| 0188 | 805-01-01000 | Class A1 Concrete (Headwalls) 24" Cross Drain Pipe @ 90° skew | CUYD | 3.8 |
| 0189 | 805-01-01000 | Class A1 Concrete (Headwalls) 2-24" Cross Drain Pipe @ 75° skew | CUYD | 4.77 |
| 0190 | 805-01-01000 | Class A1 Concrete (Headwalls) 36" Cross Drain Pipe @ 60° skew | CUYD | 7.01 |
| 0191 | 805-01-01000 | Class A1 Concrete (Headwalls) 4-36" Cross Drain Pipe @ 75° skew "Sta. 246+08" | CUYD | 10 |
| 0192 | 805-01-01000 | Class A1 Concrete (Headwalls) 3-36" Cross Drain Pipe @ 75° skew | CUYD | 8.78 |
| 0193 | 805-01-01000 | Class A1 Concrete (Headwalls) 4-36" Cross Drain Pipe @ 75° skew "Sta. 295+98" | CUYD | 10 |
| 0194 | 805-01-01000 | Class A1 Concrete (Headwalls) 3-36" Cross Drain Pipe @ 45° skew | CUYD | 11.93 |
| 0195 | 805-16-02700 | Reinforced Concrete Box Culverts (Extension) (7' x 8') | LNFT | 248 |
| 0196 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 2-7' x 8' @ 45° skew: steel quantity = 1,310 LB; concrete quantity = 19.91 CUYD | EACH | 1 |
| 0197 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 2-6' x 6' @ 45° skew: steel quantity = 1,521 LB; concrete quantity = 13.71 CUYD | EACH | 1 |
| 0198 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 3-5' x 5' @ 75° skew: steel quantity = 797 LB; concrete quantity = 8.82 CUYD | EACH | 1 |
| 0199 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 3-5' x 5' @ 90° skew: steel quantity = 519 LB; concrete quantity = 7.56 CUYD | EACH | 1 |
| 0200 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 3-4' x 6' @ 90° skew: steel quantity = 452 LB; concrete quantity = 6.21 CUYD | EACH | 1 |
| 0201 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 6-4' x 4' @ 75° skew: steel quantity = 941 LB; concrete quantity = 8.82 CUYD | EACH | 1 |
| 0202 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 5-5' x 5' @ 75° skew: steel quantity = 1,108 LB; concrete quantity = 11.13 CUYD | EACH | 1 |
| 0203 | 805-17-00100 | Reinforced Concrete Box Culvert Headwall 4-4' x 4' @ 75° skew: steel quantity = 697 LB; concrete quantity = 7.54 CUYD | EACH | 1 |
| 0205 | 713-07-00100 | Temporary Precast Concrete Barrier (Contractor Furnished) | EACH | 176 |
| 0206 | 713-10-00100 | Temporary Precast Concrete Barrier Movement | EACH | 67 |