| 1 | 1 | Supply only broken stone boulders of granite/ trap or basalt stone of size exc exc 100mm but not exc 450 mm all as specified. | | 280 | MT |
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| 2 | 2 | Supply only Granuler Sub Base delivered to any location in technical area all as specified and as directed. | | 60 | MT |
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| 3 | 3 | Supply only Wet Mix Macadam delivered to any location in technical area as per design mix approved by GE and conforming to IS - 2286 all as specified. | | 80 | MT |
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| 4 | 4 | Supply only cationic bitumen emulsion SSI Grade conforming to IS 8887 delivered to any location in technical area complete all as specified and directed. | | 225 | KG |
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| 5 | 5 | Supply only lime unslaked, fat or magnesium powder at RRS exercise location in packed HDPE bags all as specified and approved. | | 225 | KG |
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| 6 | 6 | Supply only bituminous premix dense asphaltic concrete- I (DAC-I) using paving bitumen grade VG-30 @ 6% by weight of total mix delivered to any location in technical area as per approved design mix by GE all as specified and directed. | | 80 | MT |
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| 7 | 7 | Supply only test report only job design mix formula for Dense Asphalt Concrete - I as per specification of Para 20.B.4 of MES SSR Part-I of 150 mm thick (50 mm thick each layer) obtained from approved Lab including supply of material required for Job mix formula to Lab and payment of testing charges to approved Lab complete | | 1 | EACH JOB |
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| 8 | 8 | Supply test report only job design mix formula for Wet Mix Macadam as per specification of Para 20.B.5 of MES SSR Part-I of 200 mm thick obtained from approved Lab including supply of material required for Job design mix formula to Laboratory and payment of testing charges to approved Laboratory complete | | 1 | EACH JOB |
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| 9 | 9 | Hiring of mechanical Asphalt paver finisher of capacity 150 to 200 Tons/hour for laying of Dense asphalt concrete and Wet Mix Macadam all as directed. \n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 12 | PER HOUR |
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| 10 | 10 | Hiring of mechanical Asphalt paver finisher of capacity 150 to 200 Tons/hour for laying of Dense asphalt concrete and Wet Mix Macadam all as directed. \n(Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) | | 48 | PER HOUR |
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| 11 | 11 | Hiring of Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, GSB and wet mix macadam all as directed.\n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 24 | PER HOUR |
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| 12 | 12 | Hiring of Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of stone boulder, GSB and wet mix macadam all as directed.\n(Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) | | 48 | PER HOUR |
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| 13 | 13 | Hiring of Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (DAC-I)only all as directed.\n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 12 | PER HOUR |
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| 14 | 14 | Hiring of Vibromax power roller of capacity 8 to 12 tonne capacity for rolling/compaction of bitumenious layer of dense asphalt concrete (DAC-I)only all as directed\n(Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) | | 48 | PER HOUR |
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| 15 | 15 | Hiring of Generator 5 KVA (Trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area all as directed.\n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 8 | PER HOUR |
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| 16 | 16 | Hiring of Generator 5 KVA (Trailor mounted) with all electric connection accessories to electric output units installed to any location in technical area all as directed.\n(Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work ) | | 48 | PER HOUR |
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| 17 | 17 | Hiring of Slush Pump of capacity 1.5 HP with water discharge 20,000 Ltrs per hour for dewatering purpose from trenches/well etc with provision of hose pipe of suitable bore beyond 100 mtr from exercise location all as directed. \n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 8 | PER HOUR |
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| 18 | 18 | Hiring of Slush Pump of capacity 1.5 HP with water discharge 20,000 Ltrs per hour for dewatering purpose from trenches/well etc with provision of hose pipe of suitable bore beyond 100 mtr from exercise location all as directed. \n(Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work ) | | 48 | PER HOUR |
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| 19 | 19 | Hiring of Stone Cutter/Grinder (Electric operated) delivered to any location in tech area for cutting/grinding of stone all as directed.\n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 4 | PER HOUR |
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| 20 | 20 | Hiring of Stone Cutter/Grinder (Electric operated) delivered to any location in tech area all as directed.\n(Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) | | 4 | PER HOUR |
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| 21 | 21 | Hiring of Tipper 8.5 Cum capacity delivered to any location in tech area for shifting of RRS material all as directed.\n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 100 | PER HOUR |
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| 22 | 22 | Hiring of Tipper 8.5 Cum capacity delivered to any location in tech area all as directed.\n(Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) | | 127 | PER HOUR |
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| 23 | 23 | Hiring of JCB 4 CX delivered to any location in tech area for excavation of trenches/loading of RRS maerials all as directed.\n(Note : Rate to be quoted by contractor for vehicle/plant when working at site) . | | 146 | PER HOUR |
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| 24 | 24 | Hiring of JCB 4 CX delivered to any location in tech area all as directed.\n(Note: Rate to be quoted by contractor for plant when stand idle in standby condition in tech area/RRS exercise site ) | | 112 | PER HOUR |
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| 25 | 25 | Hiring of furnance/compressore towed with tractor or other suitable vehicle for application of cationic bitumen emulsion at site all as directed. (Note : Rate to be quoted by contractor for furnance/compressore with towed tractor/other vehicle when working at site ) . | | 4 | PER HOUR |
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| 26 | 26 | Hiring of furnance/compressor towed with tractor or other suitable vehicle all as directed. (Note: Rate to be quoted by contractor for veh/plant when stand idle in standby condition in tech area/RRS exercise site without any work ) | | 42 | PER HOUR |
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| 27 | 27 | Hiring of front end loader (Hydraulic wheeled) delivered to any location in tech area for excavation in trenches/loading of RRS materials all as directed.\nNote : Rate to be quoted for plant when it is working at site) . | | 4 | PER HOUR |
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| 28 | 28 | Hiring of front end loader (Hydraulic wheeled) delivered to any location in tech area all as directed.\n(Note: Rate to be quoted for plant when stand idle in standby condition in tech area/RRS exercise site without any work ) | | 4 | PER HOUR |
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| 29 | 29 | Hiring of water bowzer of 10,000 Ltrs capacity with filled water in tech area at any location all as directed . (Note : Rate to be quoted by contractor for water bowser provided in tech area at any location in standby condition near RRS exercise site for use of water as per requiements. Note for ser No 9 to 29 :- The pre inspection/repairs if any etc should be carried out before entry of plants/vehicles by the contractor and liaise with other agencies alternately well in advance before the day of RRS exercise and if any vehicles/plants got off road within given time and the same vehicles/plants should be arranged by the contractor and reached at RRS exercise location within 1 hours with no extra cost basis. If contractor shall fail to arrange the other vehicles/plants in place of offroad vehicles/plants, the same should be arranged by the department from other contractor/agency and his rate of vehicles/plants what ever may be should paid by the subject CA contractor. Note for ser No 3 to 6 :- The contractor should liaise with other alternate agencies well in advance before RRS exercise for supply of materials as and when hot mix plant/loaded vehicles got off road with no extra cost basis. If contractor fail to supply of these materials at site within one hours, the same should be arranged by the department from other contractor/agency and the full expenditure what ever may be should be paid by the subject CA contractor. | | 48 | PER HOUR |
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