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