888 Removal and resetting of guardrail, if required for temporary crossovers, will be measured in accordance with 601.13. 960 Flashing arrow signs will be measured by the number of calendar days each unit is operated. Patroller will be measured by the number of calendar days during the phase or phases of traffic control, as shown on the plans or as otherwise directed, that require the patroller’s presence. Each portion of a day will be measured as a whole day. Temporary pavement message markings w ill be measured by the number of each type placed. Longitudinal and transverse temporary pavement markings will be 970 measured by the linear foot of material actually placed. Temporary buzz strips will be measured by the linear foot for each 8 in . strip placed, without regard to the number of passes required to attain the specified height. Removal, when necessary, of any type of non-removable temporary pavement markings will be measured in accordance with 808.12. Removal of removable temporary pavement markings will not be measured for payment. Where temporary pavement markings are to be placed on a pavement which has existing markings, removal of existing markings which conflict with the temporary 980 markings will be measured in accordance with 808.12. Where conflicting markings are covered with black temporary tape Type I, the black temporary tape will be measured by the linear foot of markings covered. The removal and replacement of prismatic reflectors on existing snowplowable raised pavement markers will be measured in accordance with 808.12. Compacted aggregate No. 73 used for s houlder material will be measured in accordance with 303.09. Excavation of the existing earth shoulder will not be measured for payment. 990 Cones and tubular markers will not be measured for payment. Permanent tubular markers will be measured per each. Temporary illumination, fixed temporary signals, portable signals, and maintaining traffic will not be measured for payment.
801.18 Basis of Payment
The accepted quantities of construction signs, detour route marker assemblies, detour route marker assemblies-multiple routes, temporary worksite speed limit sign 1000 assemblies, road closure sign assemblies, permanent road closure sign assemblies and temporary raised pavement markers will be paid for at the contract unit price per each. Payment for temporary worksite speed limit assemblies, and PCMS will be made for the maximum number of such assemblies in place at any one time during the life of 801.18 889 the contract. Type III-A, Type III-B, and permanent Type III barricades will be paid for at the contract unit price per linear foot. Temporary traffic barrier and anchored temporary traffic barrier will be paid for at the contract unit price per linear foot per the type specified. Payment will be made only once, regardless of the number of times the barrier is moved within each project. 1010 Payment will be made for Temporary Traffic Barrier placed in, or relocated to, a separate project. End treatments, other than construction zone energy absorbing terminal, CZ, used on Type 1, Type 2, or Type 3 will be paid for on a linear basis as part of the barrier. All end treatments used on Type 4 temporary traffic barrier will be paid for on a linear basis as part of the barrier. Construction zone energy absorbing terminal, CZ, used with Type 1, or Type 2, or Type 3 temporary traffic barriers will be paid for at the contract unit price per each 1020 for energy absorbing terminal, CZ, of the test level placed. Each unit will be paid for only once regardless of how many times it is moved within each project. Payment will be made for construction zone energy abso rbing terminal, CZ placed in, or relocated to, a separate project. Back-up units will be paid for as energy absorbing terminal, CZ, of the test level placed, if they are placed in service due to non-repairable damage to the units already in service. The accepted quantities of temporary crossovers will be paid for at the contract unit price per each for the type specified. The accepted quantities of refurbishing existing temporary crossovers will be paid for at the contract unit price per each for 1030 the type specified. The accepted quantities of HMA for temporary crossovers will be paid for as HMA for temporary pavement at the contract unit price per ton in accordance with 402.20. Temporary drainage pipe for temporary crossovers will be paid for at the contract unit price per linear foot. Sodding and seeding for temporary crossovers will be paid for in accordan ce with 621.14. Removal and subsequent replacement of permanent pavement marki ngs and snowplowable raised pavement markers for temporary crossovers will be paid for in accordance with 808.13. Removal and resetting of guardrail, if required for temporary crossovers, will be paid for in accordance with 601.14. 1040 If more than one construction sign is mounted on a common support with the messages facing opposite directions, the largest sign will be paid for at the contract unit price of the sign, and each additional sign will be paid for at half the unit price of the sign if it had been erected independently. Temporary panel signs will be paid for at the contract unit price per square foot as shown on the plans. Temporary panel sign supports will be paid for at the contract unit price per linear foot, complete and in place. 801.18 890 Flashing arrow signs and patrollers will be paid for at the contract unit price per 1050 day per each. Temporary pavement message markings placed will be paid for at the contract unit price per each, for the message specified . Longitudinal and transverse temporary pavement markings and temporary buzz strips , will be paid for at the contract unit price per linear foot of material, complete in place. Removal, when necessary, of non-removable temporary pavement lines and message markings will be paid for in accordance with 808.13. The cost of removal of removable temporary pavement markings shall be included in the cost of the pay item 1060 for placement of the markings. Where temporary pavement markings are to be placed on a pavement which has existing markings, removal of the existing markings which conflict with the temporary markings will be paid for in accordance with 808.13. Where conflicting markings are covered with black temporary tape Type I, the specified width of black temporary tape will be paid for at the contract unit price per linear foot of temporary pavement marking, removable. Permanent tubular markers and permanent drums will be paid for at the contract 1070 unit price per each. Compacted aggregate used for shoulder material will be paid for as compacted aggregate No. 73 in accordance with 303.10. The removal and replacement of reflect ors on existing snowplowable raised pavement markers will be paid for in accordance with 808.13. Temporary illumination will be paid for at the contract lump sum price. 1080 All temporary traffic control devices which are specified as separate pay items and used for maintenance of traffic will be paid for as set out in the Schedule of Pay Items. The furnishing, placing, moving, removal, and maintenance of all other temporary traffic control devices will be paid for at the contract lump sum price for maintaining traffic. The accepted fixed temporary and portable signals, complete in place and later removed as specified, will be paid fo r at the contract lump sum price. Payment will be made under: 1090 Pay Item Pay Unit Symbol Barricade, _____ ....................................................................... LFT type 801.18 891 Barricade, III, Permanent .......................................................... LFT Barrier, Direction Indicator ....................................................... EACH Construction Sign, _____ .......................................................... EACH type Detour Route Marker Assembly ................................................ EACH 1100 Detour Route Marker Asse mbly, Multiple Routes .................... EACH Drum, Permanent ....................................................................... EACH Energy Absorbing Terminal, CZ, TL - _____ ........................... EACH test level Fixed Temporary Signal ............................................................ LS Flashing Arrow Sign.................................................................. DAY Maintaining Traffic ................................................................... LS Patroller ..................................................................................... DAY Portable Changeable Message Sign ........................................... EACH Portable Signal .......................................................................... LS 1110 Road Closure Sign Assembly .................................................... EACH Road Closure Sign Assembly, Permanent ................................. EACH Temporary Buzz Strips .............................................................. LFT Temporary Crossover Drainage Pipe......................................... LFT Temporary Cross over, _____ .................................................... EACH type Temporary Crossover, _____, Refurbish................................... EACH type Temporary Illumination ............................................................. LS Temporary Panel Sign Supports ................................................ LFT 1120 Temporary Panel Signs .............................................................. SFT Temporary Pavement Marking, _____ in. ................................. LFT width Temporary Pavement Marking, Removable, _____ in. ............. LFT width Temporary Pavement Message Marking, _____ ....................... EACH description Temporary Pavement Message Marking, Removable, _____ .............................................................. EACH description 1130 Temporary Raised Pavement Marker, _____ ............................ EACH grade Temporary Traffic Barrier, _____ ............................................. LFT type Temporary Traffic Barrier, Anchored, _____ ........................... LFT type Temporary Transverse Pavement Marking, _____ in................ LFT width Temporary Transverse Pavement Marking, Removable, _____ in. ......................................................... LFT 1140 width 801.18 892 Temporary Worksite Speed Limit Sign Assembly, _____ ........ EACH type Tubular Marker, Permanent ....................................................... EACH Each construction sign, barricade, temporary worksite speed limit sign assembly, road closure sign assembly, or flashing arrow sign will be paid for only once regardless of how many times each is moved, replaced, or how many times each is altered to change the sign message within each project. Payment will be made for signs placed in, or relocated to, a separate project. Payment will not be made for signs or barricades 1150 used for the convenience of the Contractor. If a temporary worksite speed limit sign assembly, for intermittent use is not flashing when required beginning 2 h after work begins, or if such assembly is flashing when no work has been taking place for 2 h or longer, $200.00 will be deducted from payment for such work for each 4 h period or part thereof, beginning after the 2 h grace period. Temporary mounted construction signs will not be paid for. 1160 Replacement of snowplowable raised pa vement marker casti ngs damaged due to removing reflectors will not be paid for. Electric energy necessary to power luminaires and fixed temporary signals will not be paid for. The cost of furnishing all materials, erection, maintenance, removal, and necessary incidentals shall be incl uded in the cost of barricades. The cost of furnishing, installing, maintaining, and subsequent removal of the 1170 detour marker, route marker, or street or road name sign, cardinal directional marker, directional arrow marker, posts which support the assembly, and all necessary hardware shall be included in the cost of detour route marker assembly or detour route marker assembly, multiple routes. The cost of all materials, equipment, labor, and incidentals necessary to install, maintain, repair, and to remove the unit shall be included in the cost of energy absorbing terminal, CZ. The cost of stockpiling standby terminals and terminal materials, whether incorporated into the work or not, shall be included in the cost of energy absorbing terminal, CZ. All units shall remain the property of the Contractor 1180 upon completion of the contract. The cost of the excavation required for placement of compacted aggregate shoulders No. 73 will be included in the pay item maintaining traffic. If the compacted aggregate No. 73 required for shoulders is removed, the cost of such removal shall be included in th e cost of the compacted aggregate. 801.18 If the Contractor elects to use more than two simultaneous operations during the installation of snowplowable pavement markers or reflectors, the cost of required 1190 traffic protection devices for additional operations shall be included in the cost of maintaining traffic. The cost of necessary flaggers; automa ted flagger assistance devices; protection of traffic at structure foundations; and furnishing, erecting, placing, maintaining, relocating, and removing lights, cones, flexible channelizers, tubular markers, drums, delineators, or other devices as directed shall be included in the cost of maintaining traffic. The cost of furnishing and placing cones or tubular markers in accordance with 1200
801.08 and drums in accordance with 801.09, the watcher in accordance with 107.12,
repair or replacement of damaged or inopera tive traffic control devices, and traffic maintenance in accordance with 104.04 shall be included in the cost of maintaining traffic. Additional materials necessary to place th e portable changeable message sign in a secure and level manner for site conditions shall be included in the cost of the pay item. All costs to furnish, install, program, activate, deactivate, change messages, move, replace, and maintain the PCMS shall be included in the cost of the pay item. The cost of IP cellular phone service shall be included in the cost of the pay item. 1210 The cost of the vehicle detection, solar panel, battery cabinet, program timing module, signal heads, wiring, trailer, and all hardware required shall be included in the cost of the portable signal. The cost of installing, maintaining, an d subsequent removal of signs, construction warning lights, assembly supports, and all n ecessary hardware shall be included in the cost of road closure sign assembly. The cost of installation, maintenance, and removal or closure of the temporary 1220 crossover, including excavation, compaction, subgrade preparation, and reshaping damaged median area shall be included in the cost of temporary crossover. The cost of removal of earth cover, removal of drums, reshaping damaged median areas, and closure or removal of temporary crossover shall be included in the cost of temporary crossover, refurbish. The cost of placement, maintenance and replacement of temporary pavement markings shall be included in the cost of the markings. The cost of cleaning existing pavement and removal of buzz strips shall be included in the cost of buzz strips. Damage to the pavement caused by removal of buzz 801.18 894 strips and temporary pavement markings shall be repaired as directed with no additional payment. No payment will be made for temporary pavement markings which are in the standard pavement marking pattern, and which are to be in service from December 1 through the following March 31 due to the Contractor’s failure to complete the work as scheduled. However, payment will be made for these markings if the failure to complete the work as scheduled is due to conditions beyond the Contractor’s control. 1240 The cost of furnishing, installing, maintaining, and subsequent removal of temporary raised pavement marker shall be included in the cost of temporary raised pavement marker. The cost of delineation of temporary traffic barrier shall be included in the cost of temporary traffic barrier. Damage done to pavement by removal of temporary traffic barriers and anchors shall be repaired with no additional payment. 1250