1221 Concrete, Foundation Seal .................................................................... CYS ............... 702.28 Concrete for Patching Bridge Expansion Joint ..................................... SFT................ 724.05 Conduit, (type) ...................................................................................... LFT ............... 805.16 Conduit, Steel, Galvanized, 2 in. .......................................................... LFT ............... 807.19 Conical Pile Tip, (pile size) ................................................................... EACH ............ 701.15 Connector Kit, Fused ............................................................................ EACH ............ 807.19 Connector Kit, Unfused ........................................................................ EACH ............ 807.19 Construction Sign, (type) ...................................................................... EACH ............ 801.18 Contaminated Soil, Remove ................................................................. CYS ............... 202.14 Contract Liens ...................................................................................... DOL .............. 109.07 Contractor's Reasonable Design Cost fo r CRI Proposal No. _____...... LS .................. 109.04 Controller and Cabinet, (type) .............................................................. EACH ............ 805.16 Controller Cabinet Foundation, (type) .................................................. EACH ............ 805.16 Cored Hole in Rock, (diameter) in. ...................................................... LFT ............... 701.15 Coring, PCCP ....................................................................................... LS .................. 501. 31 Corrective Aggregate, CCPR ................................................................ TON .............. 417.20 Corrective Aggregate, CIR ................................................................... TON .............. 416.17 Corrective Aggregate, FDR .................................................................. TON .............. 307.20 308.20 Cost Reduction Incentive Proposal No. ____ ....................................... LS .................. 109.04 Cover Aggregate, Prime Coat ............................................................... TON .............. 405.10 Cracks and Joints in Asphalt Pavement, Rout and Seal ........................ TON .............. 408.08 Cracks in Asphalt Pavement, Fill.......................................................... TON .............. 408.08 Cracks in PCCP, Fil led ......................................................................... LFT ............... 507.10 Cracks in PCCP, Rout and Seal ............................................................ LFT ............... 507.10 Curb and Gutter, (type) ......................................................................... LFT ............... 605.10 Curb Painting, (color) ........................................................................... LFT ............... 808.13 Curb Ramp, Concrete ........................................................................... SYS ............... 604.11 Curb, (type) ........................................................................................... LFT ............... 605.10 Curb, Remove ....................................................................................... LFT ............... 605.10 Curb, Reset, (type) ................................................................................ LFT ............... 605.10 Cut-Wall, No. _____............................................................................. SFT................ 734.08 D-1 Contraction Joint ........................................................................... LFT ............... 503.08 Delineator Post ..................................................................................... EACH ............ 804.07 Delineator Post, Flexible, (type) ........................................................... EACH ............ 804.07 Delineator with Post, (type) .................................................................. EACH ............ 804.07 Delineator ............................................................................................. EACH ............ 804. 07 Dense Graded Subbase ......................................................................... CYS ............... 302.09 Detectable Warning Surfaces ................................................................ SYS ............... 604.11 Detectable Warning Surfaces, Retrofit ................................................. SYS ............... 604.11 Detour Route Marker Assembly ........................................................... EACH ............ 801.18 Detour Route Marker Assembly, Multiple Routes ................................ EACH ............ 801.18 Disconnect Hanger ............................................................................... EACH ............ 805.16 Disposal of Cleaning Waste, (waste type), Br. No.____ ....................... LS .................. 619.20 Diversion Interceptor Type C ............................................................... LFT ............... 205.11 Drilled Hole for Flowable Backfill ....................................................... EACH ............ 213.09 Drilled Hole for Underseal ................................................................... EACH ............ 612.08 Drilled Hole .......................................................................................... EACH ............ 711.7 3 Drum, Permanent .................................................................................. EACH ............ 801.18 Drying Soils for Embankment .............................................................. TON .............. 217.11 INDEX of PAY ITEMS 1222 Dynamic Pile Load Test ....................................................................... EACH ............ 701.15 Embankment Foundation Soils Treatment............................................ SYS ............... 203.28 Embankment ......................................................................................... CYS ............... 203.28 Energy Absorbing Terminal, CZ, TL - (test level) ................................ EACH ............ 801.18 Epoxy Injection, Crack Preparation ...................................................... LFT ............... 727.06 Epoxy Injection, Epoxy Material .......................................................... GAL. ............. 727.06 Epoxy Injection, Furnishing Equipment ............................................... LS .................. 727.06 Erosion Control Blanket ....................................................................... SYS ............... 621.14 Excavation, Common ........................................................................... CYS ............... 203.28 Excavation, Dry .................................................................................... CYS ............... 206.11 Excavation, Foundation, Unclassified .................................................. CYS ............... 206.11 Excavation, Peat ................................................................................... CYS ............... 203.28 Excavation, Rock .................................................................................. CYS ............... 203.28 Excavation, Unclassified ...................................................................... CYS ............... 203.28 Excavation, Waterway .......................................................................... CYS ............... 203.28 Excavation, Wet.................................................................................... CYS ............... 206.11 Excavation, X ....................................................................................... CYS ............... 206.1 1 Excavation, Y ....................................................................................... CYS ............... 203.2 8 Expansion Joint with Load Transfer ..................................................... LFT ............... 503.08 Exploratory Cores ................................................................................. LFT ............... 203.28 Exploratory Drilling ............................................................................. LFT ............... 203.28 Face Panels, Concrete ........................................................................... SFT................ 731.13 Fence Gate, (type), (height) in. x (length) ft ........................................ EACH ............ 603.08 Fence, (type), (height) in. ..................................................................... LFT ............... 603.08 Fence, (type) , Reset .............................................................................. LFT ............... 603.08 Fence, Farm Field, Barbed Wire, _____ in. ......................................... LFT ............... 603.08 Fence, Farm Field, Tension Wire, _____ in. ........................................ LFT ............... 603.08 Fertilizer ............................................................................................... TON .............. 2 05.11
621.14 Field Drilled Hole in Concrete .............................................................. EACH ............ 702.28 Field Office, (type) ............................................................................... MOS .............. 628.06
Filter Sock ............................................................................................ LFT ............... 20 5.11 Fixed Temporary Signal ....................................................................... LS .................. 801.18 Flasher Installation, (type) , Location No. _____ ................................... LS .................. 805.16 Flashing Arrow Sign ............................................................................. DAY .............. 801.18 Flowable Backfill, Non-Removable ..................................................... CYS ............... 213.09 Flowable Backfill, Removable ............................................................. CYS ............... 213.09 Fog Seal ................................................................................................ SYS ............... 4 12.10 Full Depth Reclamation ........................................................................ SYS ............... 307.20 308.20 Geogrid, (type) ...................................................................................... SYS ............... 214.06 Geotextile for Pavement, (type) ............................................................ SYS ............... 214.06 Geotextile for Moisture Management, (type) ........................................ SYS ............... 214.06 Geotextile for Underdrains, (type) ........................................................ SYS ............... 718.10 Geotextiles for Riprap, (type) ............................................................... SYS ............... 616.13 Grated Box End Section, (type) , (slope) , (diameter) in. ........................ EACH ............ 715.14 Grated Box End Section, (type) , (slope) , Min. Area _____ sq ft .......... EACH ............ 715.14 Grates, Basins, and Fittings, Cast Iron .................................................. EACH ............ 702.28 Grooving for Pavement Markings ........................................................ LFT ............... 808.13 INDEX of PAY ITEMS 1223 Guardrail Connector System, W-Beam, Curved, (type) ........................ EACH ............ 601.14 Guardrail End Treatment, (type) ........................................................... EACH ............ 601.14 Guardrail End Treatment, (type) , Temporary Bridge Approaches ........ EACH ............ 713.10 Guardrail Height Transition, MGS ....................................................... EACH ............ 601.14 Guardrail Height Transition, VH, ___ ft ___ in. Spacing ..................... EACH ............ 601.14 Guardrail Transition, (type) .................................................................. EACH ............ 601.14 Guardrail Transition, MGS, (type) ........................................................ EACH ............ 601.14 Guardrail, Adjust Height ...................................................................... LFT ............... 601.14 Guardrail, MGS W-Beam, ____ ft ____ in. Spacing ............................ LFT ............... 601.14 Guardrail, MGS W-Beam, Cable Terminal Anchor ............................. EACH ............ 601.14 Guardrail, MGS W-Beam, Double Faced, __ _ ft ___ in. Spaci ng ........ LFT ............... 601.14 Guardrail, MGS W-Beam, Shop Curved, ___ ft ___ in. Spacing ......... LFT ............... 601.14 Guardrail, MGS, Long Span, (type) ...................................................... EACH ............ 601.14 Guardrail, MGS, Structure Top-Mounted Posts.................................... EACH ............ 601.14 Guardrail, Remove ................................................................................ LFT ............... 601.14 Guardrail, Reset .................................................................................... LFT ............... 601.1 4 Guardrail Terminal System, W-Beam, Curved, (type) .......................... EACH ............ 601.14 Guardrail, Thrie-Beam .......................................................................... LFT ............... 601.14 Guardrail, Thrie-Beam, Do uble Faced .................................................. LFT ............... 601.14 Guardrail, W-Beam, _____ft _____in. Spacing ................................... LFT ............... 601.14 Guardrail, W-Beam, __ft ___in. Spacing, Temporary Bridge Approaches ..................................................... LFT ............... 713.10 Guardrail, W-Beam, Cable Terminal Anchor ....................................... EACH ............ 601.14 Guardrail, W-Beam, Double Faced, _____ ft _____ in. Spacing .......... LFT ............... 601.14 Guardrail, W-Beam, Nested .................................................................. EACH ............ 601.14 Guardrail, W-Beam, Shop Curved, _____ ft ______ in. Spacing ......... LFT ............... 601.14 Guardrail, WR-Beam ............................................................................ LFT ............... 601.14 Gutter, Concrete, (type) ........................................................................ LFT ............... 607.06 Handrail, (type) ..................................................................................... LFT ............... 604.11 Handhole, Lighting ............................................................................... EACH ............ 807.19 Handhole, Signal, (type) ....................................................................... EACH ............ 805.16 Header, Cement Concrete, (type) .......................................................... LFT ............... 614.06 Header, Cement Concrete, Reconstruct ................................................ LFT ............... 614.06 High Mast Tower, ____ ft E.M.H. ........................................................ EACH ............ 807.19 High Mast Tower Winch Drive ............................................................ EACH ............ 807.19 HMA for Approaches, Type (mixture type) .......................................... TON .............. 610.06 HMA for Sidewalk ............................................................................... TON .............. 604.11 HMA for Structure Installation, Type (mixture) ................................... TON .............. 715.14 HMA for Temporary Pavement, Type (mixture) .................................. TON .............. 402.20 HMA for Underdrains........................................................................... TON .............. 718.10 HMA Patching, Full Depth, (mixture type) ........................................... TON .............. 304.07 HMA Patching, Partial Depth, (mixture type) ....................................... TON .............. 304.07 HMA Transverse Rumble Strips ........................................................... LFT ............... 402.20 HMA Wedge and Level, Type (mixture) .............................................. TON .............. 402.20 Houses and Buildings, Parcel No. ____, Remove ................................. LS .................. 202.14 Hydrodemolition ................................................................................... SYS ............... 722.16 Impact Attenuator, ( type-width) , (test level) ......................................... EACH ............ 601.14 Impact Attenuator, Reset, (type-width) , (test level) .............................. EACH ............ 601.14 Inertial Profiler, HMA .......................................................................... LS .................. 401.22 INDEX of PAY ITEMS 1224 Inertial Profiler, PCCP .......................................................................... LS .................. 501.31 Inlet, (type) ........................................................................................... EACH ............ 720.07 Inlet, Cap .............................................................................................. EACH ............ 720 .07 Inlet, type H with Slotted Drains .......................................................... EACH ............ 720.07 Inlet, type HA with Slotted Drains ....................................................... EACH ............ 720.07 Inspection Hole ..................................................................................... EACH ............ 616.13 Insulation Link, Non-Waterproofed ...................................................... EACH ............ 807.19 Insulation Link, Waterproofed .............................................................. EACH ............ 807.19 ITS Controller Cabinet Foundation ...................................................... EACH ............ 809.09 ITS Controller Cabinet ......................................................................... EACH ............ 809.09 Jacking and Supporting (structural member type) ................................ LS .................. 711.73 Joint Adhesive, (course type) ................................................................ LFT ............... 401.22 LFT ............... 410.22 Jointed Reinforced Concrete Pavement, (thickness) in. ........................ SYS ............... 503.08 Joints in PCCP, Filled ........................................................................... LFT ............... 507.10 Joints in PCCP, Saw and Seal ............................................................... LFT ............... 507.10 Joint Repair, Partial Depth .................................................................... SFT................ 509.19 Joint Repair, Bottom-half .................................................................... SFT................ 509.19 Leveling Pad, Concrete ........................................................................ LFT ............... 731.13 Light Pole, _____ft E.M.H., _____ft Ma st Arm, _____Base ............... EACH ............ 807.19 Light Structure, Remove ....................................................................... EACH ............ 807.19 Lighting Foundation, (type) Concrete, with Grounding ........................ EACH ............ 807.19 Line, (material) , (type) , (color) , (width) in. ......................................... LFT ............... 808.13 Line, Remove ....................................................................................... LFT ............... 808.13 Linear Grading ...................................................................................... LFT ............... 203.2 8 Liner Pipe, Thermoplastic, Circular, (cross-sectional area) sq ft ........................................................... LFT ............... 725.10 Liner Pipe, Thermoplastic, Deformed, (cross-sectional area) sq ft ........................................................... LFT ............... 725.10 Liquid Asphalt Sealant ......................................................................... LFT ............... 401.22 Loop Detector Delay Amplifier, (type) , (no.) Channel ......................... EACH ............ 805.16 Loop Detector Rack .............................................................................. EACH ............ 805.16 Longitudinal Grooving ......................................................................... SYS ............... 722.16 Lumber and Timber, Treated ................................................................ MFBM .......... 712.12 Lumber and Timber, Untreated............................................................. MFBM .......... 712.12 Luminaire, High Lumen Roadway ....................................................... EACH ............ 807.19 Luminaire, High Mast ........................................................................... EACH ............ 807.19 Luminaire, Low Lumen Roadway ........................................................ EACH ............ 807.19 Luminaire, Sign .................................................................................... EACH ............ 807.19 Luminaire, Underpass ........................................................................... EACH ............ 807.19 Mailbox Assembly, Double .................................................................. EACH ............ 611.05 Mailbox Assembly, Reset, Double ....................................................... EACH ............ 611.05 Mailbox Assembly, Reset, Single ......................................................... EACH ............ 611.05 Mailbox Assembly, Single .................................................................... EACH ............ 611.05 Maintaining Traffic ............................................................................... LS .................. 801.1 8 Manhole, (type) ..................................................................................... EACH ............ 720.07 Manufactured Surface Protection Product ............................................ SYS ............... 205.11 Masonry Tree Well ............................................................................... CYS ............... 622.22 Masonry Wall ....................................................................................... CYS ............... 622.22 INDEX of PAY ITEMS 1225 Material for Underseal .......................................................................... TON .............. 612.08 Metal Parts ............................................................................................ LBS ............... 71 2.12 Micro-Surfacing, Warranted, for Approaches, Multiple Course ............................................................................ SYS ............... 411.15 Micro-Surfacing, Warranted, for Approaches, Single Course ................................................................................ SYS ............... 411.15 Micro-Surfacing, Warranted, Multiple Course ..................................... SYS ............... 411.15 Micro-Surfacing, Warranted, Single Course ......................................... SYS ............... 411.15 Milled HMA Corrugations, (type) ........................................................ LFT ............... 606.05 Milled PCCP Corrugations, Conventional ............................................ LFT ............... 606.05 Milling, Approach ................................................................................ SYS ............... 306.11 Milling, Asphalt Removal..................................................................... SYS ............... 306.11 Milling, Asphalt, (thickness) in. ............................................................ SYS ............... 306.11 Milling, PCCP, (thickness) in. .............................................................. SYS ............... 306.11 Milling, Profile ..................................................................................... SYS ............... 306. 11 Milling, Scarification ............................................................................ SYS ............... 306.11 Milling, Transition ................................................................................ SYS ............... 306.11 Miscellaneous Equipment for Tra ffic Signals ....................................... LS .................. 805.16 Mobile Internet Service, (quantity) Each .............................................. MOS .............. 628.06 Mobilization and Demobilization for Seeding ...................................... EACH ............ 621.14 Mobilization and Demobilization for Surface Stabilization .................. EACH ............ 205.11 Mobilization and Demobilization ......................................................... LS .................. 110.04 Modified Posts, Nested Guardrail ......................................................... EACH ............ 601.14 Modular Block Wall Erection ............................................................... SFT................ 732.13 Modular Block Wall with Ground Reinforcement ................................ SFT................ 732.13 Modular Block Wall ............................................................................. SFT................ 732.13 Monument, (type) ................................................................................. EACH ............ 615.14 Monument, Re-Establish ...................................................................... EACH ............ 615.14 Mulched Seeding (class) ....................................................................... SYS ............... 621.14 Mulching Material ................................................................................ TON .............. 621.14 Multiple Compression Fitting, No n-Waterproofed ............................... EACH ............ 807.19 Multiple Compression Fitting, Wa terproofed ....................................... EACH ............ 807.19 No. 2 Stone ........................................................................................... TON .............. 205.1 1 Outlet Protector, (type) ......................................................................... EACH ............ 718.10 Overhead Butterfly Cantilever Sign Structure Foundation, (type) ................................................. EACH ............ 802.12 Overhead Sign Structure, (type) , Remove............................................. EACH ............ 802.12 Overhead Sign Structure, Box Truss, (type) ......................................... EACH ............ 802.12 Overhead Sign Structure, Bridge Bracket Assembly ............................ EACH ............ 802.12 Overhead Sign Structure, Butterfly Cantilever ..................................... EACH ............ 802.12 Overhead Sign Structure, Cantilever, (type) ......................................... EACH ............ 802.12 Overhead Sign Structure, Monotube ..................................................... EACH ............ 802.12 Overhead Sign Structure, Tri-Chord, (type) .......................................... EACH ............ 802.12 Overlay Dam ........................................................................................ SFT................ 722.16 Paint Steel Bridge, Br. No._____ ......................................................... LS .................. 619.20 Paint Steel Bridge, Partial, Br. No. _____ ............................................ LS .................. 619.20 Parking Barrier, Concrete ..................................................................... EACH ............ 615.14 Parking Barrier, Reset ........................................................................... EACH ............ 615.14 Parking Barrier, Timber Post ................................................................ EACH ............ 615.14 INDEX of PAY ITEMS 1226 Partnering Overhead ............................................................................. LS .................. 113.04 Patching Concrete Structures ................................................................ SFT................ 710.07 Patroller ................................................................................................ DAY .............. 8 01.18 Paved Side Ditch, (type) ....................................................................... LFT ............... 607.06 Paved Side Ditch, Break ....................................................................... LFT ............... 616.13 Pavement Message Marking, (material) , (message) ............................. EACH ............ 808.13 Pavement Message Marking, Remove .................................................. SYS ............... 808.13 Pavement Removal ............................................................................... SYS ............... 202.14 Payment Adjustment, PG Asphalt Binder ............................................. DOL .............. 109.05.3 PCC Base Patching, (thickness) in. ....................................................... SYS ............... 305.07 PCC Base, (thickness) in. ...................................................................... SYS ............... 305.07 PCCP for Approaches, (thickness) ........................................................ SYS ............... 610.06 PCCP for Structure Installation ............................................................ SYS ............... 715.14 PCCP Patching, Full Depth .................................................................. SYS ............... 506.14 PCCP Patching, Partial Depth .............................................................. SYS ............... 506.14 PCCP, (thickness) in. ............................................................................ SYS ............... 502.23 Pedestrian Push Button, (type) .............................................................. EACH ............ 805.16 Pedestrian Signal Head, (type) , (lens size) ............................................ EACH ............ 805.16 Peening Weld, UIT ............................................................................... INCH ............. 711.73 Perpetuation, Existing Pipe ................................................................... EACH ............ 725.10 Pile Shoe, (pile size) ............................................................................. EACH ............ 701.15 Pile, Concrete (size) x (size) ................................................................. LFT ............... 701.15 Pile, Prestressed Concrete (size) x (size) ............................................... LFT ............... 701.15 Pile, Steel H, Epoxy Coated, HP (size) x (size) .................................... LFT ............... 701.15 Pile, Steel H, HP (size) x (size) ............................................................. LFT ............... 701.15 Pile, Steel Pipe, (pipe wall thickness) , (diameter) ................................. LFT ............... 701.15 Pile, Steel Pipe, Epoxy Coated, (pipe wall thickness) , (diameter) ........ LFT ............... 701.15 Pile, Timber .......................................................................................... LFT ............... 701 .15 Pile, Timber, Treated ............................................................................ LFT ............... 701.15 Piling, Restock ...................................................................................... LS .................. 70 1.15 Pipe Catch Basin, (size) in. ................................................................... EACH ............ 720.07 Pipe End Section, (diameter) in. ........................................................... EACH ............ 715.14 Pipe End Section, Min. Area, _____ sq ft ............................................. EACH ............ 715.14 Pipe Extension, Circular, (diameter) in., (material) ............................. LFT ............... 715.14 Pipe Extension, Deformed, Min. Area _____ sq ft, (material) ............. LFT ............... 715.14 Pipe Installation, Trenchless, (size) ...................................................... LFT ............... 716.05 Pipe, Bridge Deck Drain System .......................................................... LS .................. 715.14 Pipe, Drain Tile Terminal Section, (diameter) in.................................. LFT ............... 719.08 Pipe, Drainage through Concrete Masonry ........................................... LS .................. 715.14 Pipe, End Bent Drain, (diameter) in. .................................................... LFT ............... 715.14 Pipe, Relaid, (diameter) in. ................................................................... LFT ............... 715.14 Pipe, Relaid, (span) in. x (rise) in. ........................................................ LFT ............... 715.14 Pipe, Roadway Drain Casting Extension .............................................. EACH ............ 715.14 Pipe, Sanitary Sewer, (diameter) in. ..................................................... LFT ............... 715.14 Pipe, Slotted Drain, (diameter) in., (thickness) in. ................................ LFT ............... 715.14 Pipe, Slotted Vane Drain, (diameter) in. ............................................... LFT ............... 715.14 Pipe, Type _____, Circular, (diameter) in. ........................................... LFT ............... 715.14 Pipe, Type _____, Deformed, Min. Area _____ sq ft ........................... LFT ............... 715.14 Pipe, Underdrain Outlet, (diameter) in. ................................................ LFT ............... 715.14 Plank Floors, _____ Ply ........................................................................ SFT................ 712.12 Plant, Annual ........................................................................................ EACH ............ 622.22 INDEX of PAY ITEMS 1227 Plant, Aquatic ....................................................................................... EACH ............ 622.22 Plant, Biannual...................................................................................... EACH ............ 622.22 Plant, Broadleaf Evergreen, Cone, Broad Upright, (size) ..................... EACH ............ 622.22 Plant, Broadleaf Evergreen, Globe, Dwarf, (size) ................................. EACH ............ 622.22 Plant, Broadleaf Evergreen, Spreading, Semispreading, (size) ............. EACH ............ 622.22 Plant, Coniferous Evergreen, Cone, Broad Upright, (size) ................... EACH ............ 622.22 Plant, Coniferous Evergreen, Globe, Dwarf, (size) ............................... EACH ............ 622.22 Plant, Coniferous Evergreen, Prostrate Broad Spreading, Semispreading, (size) .................................................................... EACH ............ 622.22 Plant, Deciduous Shrub, (size) .............................................................. EACH ............ 622.22 Plant, Deciduous Tree, Multi-Stem, (size) ............................................ EACH ............ 622.22 Plant, Deciduous Tree, Single Stem, (size) ........................................... EACH ............ 622.22 Plant, Ground Cover ............................................................................. EACH ............ 622.22 Plant, Perennial ..................................................................................... EACH ............ 622.22 Plant, Root Tuber, Corm, Bulb ............................................................. EACH ............ 622.22 Plant, Rose Grade ................................................................................. EACH ............ 622.22 Pneumatically Placed Mortar ................................................................ SFT................ 708.09 Porous Material for Root Protection ..................................................... TON .............. 622.22 Portable Changeable Message Sign ...................................................... EACH ............ 801.18 Portable Signal ...................................................................................... LS .................. 80 1.18 Portable Tower Lighting Drive System ................................................ EACH ............ 807.19 Prebored Hole, (diameter) in. ............................................................... LFT ............... 701.15 Present Structure, Str. No. ____, Remove Portion ................................ LS .................. 202.14 Present Structure, Str. No. ____, Remove ............................................ LS .................. 202.14 Prismatic Reflector ............................................................................... EACH ............ 808.13 Profiling PCCP ..................................................................................... SYS ............... 507.10 Protected Resource Fence ..................................................................... LFT ............... 205.11 Protected Resource Sign ....................................................................... EACH ............ 205.11 QC/QA-HMA, (ESAL), (PG), (Course), (Mix) mm, - SMA ................. TON .............. 410.22 QC/QA-HMA, (ESAL) , (PG) , (course) , (mix) mm ............................... TON .............. 401.22 QC/QA-PCCP, (thickness) in. .............................................................. SYS ............... 501.31 Quality Adjustments, (type) .................................................................. DOL .............. 109.05.1 Quality Assurance Adjustment ............................................................. DOL .............. 410.22 Railing, Concrete (type) ........................................................................ CYS ............... 706.08 LFT Railing, Steel (type) .............................................................................. LFT ............... 706.08 Redesign Engineering, CRI Proposal No. ____ .................................... LS .................. 109.04 Reference Post ...................................................................................... EACH ............ 802.12 Regulated Asbestos Containing Materials, Remove ............................. SFT................ 202.14 Regulated Materials, Dispose, (type) .................................................... CYS. .............. 202.14 DRUM EACH GAL. TON Regulated Materials, Remove, (type) .................................................... CYS ............... 202.14 DRUM EACH GAL. TON INDEX of PAY ITEMS 1228 Regulated Materials, Transport, (type) ................................................. CYS ............... 202.14 DRUM EACH GAL. TON Reinforced Concrete Bridge Approach, (thickness) in. ........................ SYS ............... 609.14 Reinforced Concrete Encasement for H Piles ....................................... LFT ............... 701.15 Reinforced Concrete Moment Slab, (thickness) .................................... SYS ............... 706.08 Reinforcing Bars ................................................................................... LBS ............... 703.08 Reinforcing Bars, Epoxy Coated .......................................................... LBS ............... 703.08 Repair Weld .......................................................................................... INCH ............. 711.7 3 Repointing Masonry in Structures ........................................................ SFT................ 710.07 Retrofit Load Transfer .......................................................................... EACH ............ 507.10 Retrofitted Tie Bars .............................................................................. EACH ............ 503.08 Retro-Reflectivity Testing .................................................................... LS .................. 808.13 Right-of-Way Marker ........................................................................... EACH ............ 615.14 Right-of-Way Marker, Reset ................................................................ EACH ............ 615.14 Riprap, Class ____ ................................................................................ SYS ............... 616.13 TON Riprap, Dumped ................................................................................... SYS ............... 616.13 TON Riprap, Grouted, (depth) in. .................................................................. SYS ............... 616.13 Riprap, Precast Concre te ...................................................................... SYS ............... 616.13 Riprap, Revetment ............................................................................... SYS ............... 616.13 TON Riprap, Uniform.................................................................................... TON .............. 616.13 Rivet, Remove ...................................................................................... EACH ............ 711.73 Road Closure Sign Assembly ............................................................... EACH ............ 801.18 Road Closure Sign Assembly, Permanent ............................................ EACH ............ 801.18 Rubblizing PCCP .................................................................................. SYS ............... 305.07 Safety Metal End Section, (slope), (diameter) in. ................................. EACH ............ 715.14 Safety Metal End Section, (slope) , Min. Area _____ sq ft.................... EACH ............ 715.14 Salvaged Road Material for _____ ....................................................... CYS ............... 613.05 Saw-Cut for Roadway Loop Detector and Sealant ............................... LFT ............... 805.16 Scalping ................................................................................................ ACRE ............ 201 .07 Seal Coat, (type) P ................................................................................ SYS ............... 404.14 Seal Coat, (type) ................................................................................... SYS ............... 404.14 Sediment, Remove ................................................................................ CYS ............... 205.11 Seed Mixture (class) ............................................................................. LBS ............... 621.14 Seedling ................................................................................................ EACH ............ 622 .22 Service Point, (type) .............................................................................. EACH ............ 807.19 Settlement Plate .................................................................................... EACH ............ 204.06 Sidewalk, Concrete ............................................................................... SYS ............... 604.11 Sidewalk, Concrete, Reco nstruct .......................................................... SYS ............... 604.11 Sidewalk, Concrete, Re-Lay ................................................................. SYS ............... 604.11 Sign and Supports, Wide Flange, Remove............................................ EACH ............ 802.12 Sign Post, (type) .................................................................................... LFT ............... 802.12 Sign Post, Square, (type) Reinforced Anchor Base ............................... LFT ............... 802.12 Sign Post, Square, (type) Unreinforced Anchor Base ........................... LFT ............... 802.12 Sign, “Do Not Disturb” ......................................................................... EACH ............ 622.22 INDEX of PAY ITEMS 1229 Sign, “Do Not Mow or Spray” .............................................................. EACH ............ 622.22 Sign, “Do Not Spray” ........................................................................... EACH ............ 621.14 Sign, Double Faced, Sheet, With Legend, (thickness) .......................... SFT................ 802.12 Sign, Ground Mounted, Reset ............................................................... EACH ............ 802.12 Sign, Overhead, Remove ...................................................................... EACH ............ 802.12 Sign, Panel, Relocate ............................................................................ EACH ............ 802.12 Sign, Panel, Remove ............................................................................. EACH ............ 802.12 Sign, Panel, With Legend ..................................................................... SFT................ 802.12 Sign, Sheet Assembly, Relocate ........................................................... EACH ............ 802.12 Sign, Sheet, and Supports, Remove ...................................................... EACH ............ 802.12 Sign, Sheet, Relocate ............................................................................ EACH ............ 802.12 Sign, Sheet, Remove ............................................................................. EACH ............ 802.12 Sign, Sheet, With Legend ..................................................................... EACH ............ 802.12 Sign, Sheet, With Legend, (thickness) .................................................. SFT................ 802.12 Sign, Underpass, and Roadway Lighting Location Identification......... EACH ............ 807.19 Signal Cable, (type) , Copper, (conductors) C/ (size) ............................ LFT ............... 805.16 Signal Cantilever Structure, Combination Arm (length) ft .................. EACH ............ 805.16 Signal Cantilever Structure, Drilled Shaft Foundation, (type) .............. EACH ............ 805.16 Signal Cantilever Structure, Dual Arm (length) ft, (length) ft ............. EACH ............ 805.16 Signal Cantilever Structure, Single Arm (length) ft ............................. EACH ............ 805.16 Signal Cantilever Structure, Single Arm (length) ft, Combination Arm (length) ft ........................................................ EACH ............ 805.16 Signal Cantilever Structure, Spread Footing Foundation, (type) .......... EACH ............ 805.16 Signal Detector Housing ....................................................................... EACH ............ 805.16 Signal Pole Foundation, _____in. x _____in. x _____in. .................... EACH ............ 805.16 Signal Pole, (type) , (length) ft .............................................................. EACH ............ 805.16 Signal Service ....................................................................................... EACH ............ 805.16 Slopewall .............................................................................................. SYS ............... 61 6.13 Slopewall, Concrete, (depth) in. ........................................................... SYS ............... 616.13 Snowplowable Raised Pavement Marker ............................................. EACH ............ 808.13 Snowplowable Raised Pavement Marker, Remove .............................. EACH ............ 808.13 Sodding ................................................................................................. SYS ............... 6 21.14 Sodding, Nursery .................................................................................. SYS ............... 621.14 Soil Pipe, Cast Iron, (diameter) in. ....................................................... LBS ............... 715.14 Span, Catenary, and Tether ................................................................... EACH ............ 805.16 Splashpad .............................................................................................. TON .............. 205 .11 Spring Box ............................................................................................ EACH ............ 720.0 7 Stabilizing Material, Asphalt Emulsion ................................................ TON .............. 308.20 416.17
417.20 Stabilizing Material, Portland Cement .................................................. TON .............. 307.20
308.20
416.17 417.20 Stake, Lateral ........................................................................................ EACH ............ 204.0 6
Stake, Settlement .................................................................................. EACH ............ 204.06 Standard Metal End Section ................................................................. EACH ............ 205.11 Standpipe Piezometer ........................................................................... EACH ............ 204.06 Static Pile Load Test, (pile size) ........................................................... EACH ............ 701.15 Steps, Concrete ..................................................................................... CYS ............... 604.1 1 INDEX of PAY ITEMS 1230 Stockpiled Material, (type of material) ................................................. CYS ............... 111.06 EACH LBS LS LFT SFT SYS TON Stockpiled Selected Material ................................................................ CYS ............... 212.05 Stockpiled Selected Material, Salvaged ................................................ CYS ............... 212.05 Stormwater Management Budget ......................................................... DOL .............. 205.11 Stormwater Management Implementation ............................................ LS .................. 205.11 Straighten Steel Member ...................................................................... LS .................. 729.17 Structural Member, Concrete, (type) , (size) .......................................... LFT ............... 707.12 Structural Steel ..................................................................................... LBS ............... 711. 73 LS Structural Steel, Breakaway .................................................................. LBS ............... 802.12 Structural Steel, Field Cut ..................................................................... SIN ................ 711.73 Structure Backfill, Type ____ ............................................................... CYS ............... 211.10 Structure Extension, Coated Reinforced Concrete, Box Sections, (span) ft x (rise) ft .................................................. LFT ............... 714.12 Structure Extension, Coated Reinforced Concrete, Three-Sided Sections, (span) ft x (rise) ft ..................................... LFT ............... 723.18 Structure Extension, Reinforced Concrete, Box Sections, (span) ft x (rise) ft .................................................. LFT ............... 714.12 Structure Extension, Reinforced Concrete, Three-Sided Sections, (span) ft x (rise) ft ..................................... LFT ............... 723.18 Structure, (type) , Reconstructed ............................................................ LFT ............... 720.07 Structure, Coated Reinforced Concrete, Box Sections, (span) ft x (rise) ft .................................................. LFT ............... 714.12 Structure, Coated Reinforced Concrete, Three-Sided Sections, (span) ft x (rise) ft ..................................... LFT ............... 723.18 Structure, Reinforced Concrete, Box Sections, ( span) ft x (rise) ft .................................................. LFT ............... 714.12 Structure, Reinforced Concrete, Three-Sided Sections, ( span) ft x (rise) ft ..................................... LFT ............... 723.18 Structures and Obstructions, Remove ................................................... LS .................. 202.14 Stud Shear Connectors .......................................................................... EACH ............ 711.73 Subbase for PCCP ................................................................................ CYS ............... 302.09 Subgrade Treatment, Type ____ ........................................................... SYS ............... 207.06 Surface Seal .......................................................................................... LS .................. 7 09.08 SWQCP Preparation ............................................................................. LS .................. 205.11 Telephone Service, (type) ..................................................................... MOS .............. 628.06 Temporary Bridge and Approaches ...................................................... LS .................. 713.10 Temporary Bridge ................................................................................. LS .................. 713.10 Temporary Buzz Strips ......................................................................... LFT ............... 801.18 Temporary Check Dam, Revetment Riprap .......................................... TON .............. 205.11 Temporary Check Dam, Traversable .................................................... LFT ............... 205.11 Temporary Crossover Drainage Pipe .................................................... LFT ............... 801.18 Temporary Crossover, (type) ................................................................ EACH ............ 801.18 INDEX of PAY ITEMS 1231 Temporary Crossover, (type) , Refurbish ............................................... EACH ............ 801.18 Temporary Filter Berm ......................................................................... LFT ............... 205.11 Temporary Filter Stone ......................................................................... TON .............. 205.11 Temporary Geotextile ........................................................................... SYS ............... 205.11 Temporary Illumination ........................................................................ LS .................. 801.18 Temporary Inlet Protection ................................................................... EACH ............ 205.11 Temporary Mulch Stabilization ............................................................ SYS ............... 205.11 Temporary Mulch ................................................................................. TON .............. 205.11 Temporary Panel Sign Supports ........................................................... LFT ............... 801.18 Temporary Panel Signs ......................................................................... SFT................ 801.18 Temporary Pavement Marking, (width) in. .......................................... LFT ............... 801.18 Temporary Pavement Marking, Removable, (width) in. ...................... LFT ............... 801.18 Temporary Pavement Message Marking, (description) ........................ EACH ............ 801.18 Temporary Pavement Message Marking, Removable, (description) .... EACH ............ 801.18 Temporary Pipe and Approaches .......................................................... LS .................. 713.10 Temporary Pipe .................................................................................... LS .................. 713.1 0 Temporary Raised Pavement Marker, (grade) ...................................... EACH ............ 801.18 Temporary Revetment Riprap .............................................................. TON .............. 205.11 Temporary Sediment Basin .................................................................. EACH ............ 205.11 Temporary Sediment Trap .................................................................... TON .............. 205.11 Temporary Seed .................................................................................... LBS ............... 205.11 Temporary Silt Fence ........................................................................... LFT ............... 205.11 Temporary Slope Drain ........................................................................ LFT ............... 205.11 Temporary Traffic Barrier, (type) ......................................................... LFT ............... 801.18 Temporary Traffic Barrier, Anchored, (type) ....................................... LFT ............... 801.18 Temporary Transverse Pavement Marking, (width) in. ....................... LFT ............... 801.18 Temporary Transverse Pavement Marking, Removable, (width) in. .... LFT ............... 801.18 Temporary Wall Erection ..................................................................... SFT................ 735.09 Temporary Wire-Facing ....................................................................... SFT................ 735.09 Temporary Worksite Speed Limit Sign Assembly, (type) .................... EACH ............ 801.18 Terminal Joint, Type ______ ................................................................ LFT ............... 503.08 Test Pile, Dynamic, (pile size), Non-Production ................................... LFT ............... 701.15 Test Pile, Dynamic, Production ............................................................ LFT ............... 701.15 Test Pile, Dynamic, Restrike ................................................................ EACH ............ 701.15 Test Pile, Indicator, (pile size), Non-Production ................................... LFT ............... 701.15 Test Pile, Indicator, Production ............................................................ LFT ............... 701.15 Test Pile, Indicator, Restrike ................................................................. EACH ............ 701.15 Test Pile, Static Load, (pile size), Non-Production ............................... LFT ............... 701.15 Testing for Asbestos ............................................................................. EACH ............ 202.14 Testing for Wastes, (type) ..................................................................... EACH ............ 202.14 Threaded Tie Bar Assembly ................................................................. EACH ............ 703.08 Threaded Tie Bar Assembly, Epoxy Coated ......................................... EACH ............ 703.08 Topsoil .................................................................................................. CYS ............... 621.14 Traffic Signal Equipment, Remove ...................................................... EACH ............ 805.16 Traffic Signal Head (no.) , Section, (lens size) ...................................... EACH ............ 805.16 Traffic Signal Head (no.) , Section, Retrofit .......................................... EACH ............ 805.16 Traffic Signal Installation, (type) , Location No. _____ ........................ LS .................. 805.16 Transportation of Salvageable Signal Equipment ................................. LS .................. 805.16 Transverse Marking, (material) , (type) , (color) , (width) in. ................ LFT ............... 808.13 Transverse Marking, Remove ............................................................... LFT ............... 808.13 Tri-Chord Sign Structure Foundation, (type) ........................................ EACH ............ 802.12 INDEX of PAY ITEMS 1232 Tubular Marker, Permanent .................................................................. EACH ............ 801.18 Ultrathin Bonded Wearing Course for Approaches, (size) .................... SYS ............... 414.20 Ultrathin Bonded Wearing Course, (size) ............................................. SYS ............... 414.20 Underdrain, Patching ............................................................................ LFT ............... 718.10 Underground Storage Tank, Remove and Dispose, 3,000 through 6,000 Gallons Capacity .......................................... EACH ............ 202.14 Underground Storage Tank, Remove and Dispose, 6,000 through 10,000 Gallons Capacity ........................................ EACH ............ 202.14 Underground Storage Tank, Remove and Dispose, Over 10,000 Gallons Capacity ...................................................... EACH ............ 202.14 Underground Storage Tank, Remove and Dispose, Under 3,000 Gallons Capacity ...................................................... EACH ............ 202.14 Underground Storage Tank, Liquid Waste Disposal, (type) ................. GAL. ............. 202.14 Video Inspection for Pipe ..................................................................... LFT ............... 715.14 Video Inspection for Underdrain .......................................................... LFT ............... 718.10 Wall Erection ........................................................................................ SFT................ 731.1 3 Water for Shale ..................................................................................... kGAL. ........... 203.28 Water Monitoring Borehole .................................................................. EACH ............ 204.06 Water .................................................................................................... kGAL. ........... 62 1.14 Weekly Inspection ................................................................................ EACH ............ 205.11 Welded Steel Wire Reinforcement ....................................................... SFT................ 708.09 Wide Flange Sign Post Support Foundation, (type) .............................. EACH ............ 802.12 Widening with HMA, (mixture type) .................................................... TON .............. 304.07 Widening with PCC Base, (thickness) in. ............................................. SYS ............... 305.07 Wire, (designation) , No. (gauge) Copper, in (housing) , __ __/C.......... LFT ............... 807.19