CIVIL SOR GROUP S JAIPUR RRO

SURFACE DRESSING,SITE — "SURFACE DRESSING OF THE GROUND INCLUDING REMOVING SMALL PLANTS, BUSHES ,VEGETATION (DIA LESS THAN 4"") AND MAKING SURFACE LEVELLED AND DISPOSAL OF RUBBISH OUTSIDE HPCL'S PREMISES TO AN UNOBJECTIONABLE PLACE, AS DIRECTED BY THE ENGINEER IN CHARGE."

EXCAVATION,F/FNDTN,GRND — "Excavation for foundation upto required depth below existing ground level up to 1.5m in any tyoe odf soil except hard rock. Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, trenches/plinth beam etccompacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete. The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.

EXCAVATION,F/FNDTN,GRND — "Excavation for foundation upto required depth below ground level in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, foundation, trenches/plinth beam etc compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths.EXCAVATION IN EARTH UPTO 3 M

EXCAVATION,F/FNDTN,BTWN — "Excavation for foundation upto required depth below ground level in any type of soil except hard rock . Rate to include dressing the sides and bottom, bailing out of water if encountered, shoring, strutting, backfilling after the construction of foundation, compacting by the side of the foundation and disposal of surplus excavated earth within/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading, watering and compaction, complete . The measurement of the excavation would be based on actual depth of excavation with applicable rate for different depths. EXCAVATION IN EARTH BETWEEN 3 TO 4.5

EXCAVATION-HARD ROCK — EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDSOFWORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH UP TO1.5 MBY CHISELING (PNEUMATIC), WEDGING OR ANY OTHERAGREEDMETHODS (BLASTING PROHIBITED) INCLUDING ALL RELATEDWORKS,ALL EQUIPMENTS REQUIRED FOR CHISELING, AND CUTTINGUP TOREQUIRED LEVELS, DRESSING AND TRIMMING OF SIDES,LEVELINGAND GRADING OF BOTTOMS, DEWATERING OF ACCUMULATEDWATER FROMANY SOURCE AND KEEPING THE SURFACE DRY FORSUBSEQUENT WORKSAND DISPOSAL OF SPOILS TO SPOIL HEAPS ANDSTACKING OF USABLEEXCAVATED MATERIALS WITHIN A LEAD OF 100M ETC. ALL COMPLETEAS DIRECTED INCLUDING PROVIDINGTEMPORARY SUPPORTS TOEXISTING SERVICE LINES LIKE WATERPIPES, SEWAGE PIPES,ELECTRIC OVER HEAD AND UNDERGROUNDCABLES ETC, ALL COMPLETEAS PER THE DIRECTION OFENGINEER-IN-CHARGE. (THE ROCKGENERATED SHALL BETRANSPORTED AND STACKED NEATLY WITHIN THEPROJECT PREMISESAS DIRECTED BY ENGINEER-IN-CHARGE. THE NETQUANTITY OFHARD ROCK SHALL BE PAID AFTER ARRIVING AT BYAPPLYINGDEDUCTION OF 50% TO ALLOW FOR VOIDS IN STACKS).THEROCKWILL BE PROPERTY OF OWNER.

EXCAVA-HARDROCK 1.5 — "EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALLKINDSOF WORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH 1.5M -3M

EXCAVA-HARD ROCK 3.0 — EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDSOFWORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH UP TO3-4.5MBY CHISELING (PNEUMATIC), WEDGING OR ANY OTHERAGREEDMETHODS (BLASTING PROHIBITED) INCLUDING ALL RELATEDWORKS,ALL EQUIPMENTS REQUIRED FOR CHISELING, AND CUTTINGUP TOREQUIRED LEVELS, DRESSING AND TRIMMING OF SIDES,LEVELINGAND GRADING OF BOTTOMS, DEWATERING OF ACCUMULATEDWATER FROMANY SOURCE AND KEEPING THE SURFACE DRY FORSUBSEQUENT WORKSAND DISPOSAL OF SPOILS TO SPOIL HEAPS ANDSTACKING OF USABLEEXCAVATED MATERIALS WITHIN A LEAD OF 100M ETC. ALL COMPLETEAS DIRECTED INCLUDING PROVIDINGTEMPORARY SUPPORTS TOEXISTING SERVICE LINES LIKE WATERPIPES, SEWAGE PIPES,ELECTRIC OVER HEAD AND UNDERGROUNDCABLES ETC, ALL COMPLETEAS PER THE DIRECTION OFENGINEER-IN-CHARGE. (THE ROCKGENERATED SHALL BETRANSPORTED AND STACKED NEATLY WITHIN THEPROJECT PREMISESAS DIRECTED BY ENGINEER-IN-CHARGE. THE NETQUANTITY OFHARD ROCK SHALL BE PAID AFTER ARRIVING AT BYAPPLYINGDEDUCTION OF 50% TO ALLOW FOR VOIDS IN STACKS).THEROCKWILL BE PROPERTY OF OWNER.

SAND FILLING-LAYERS — "Supply and filling with clean silver / river sandofapproved quality in layers of 150 mm eachincludingspreading, compacting by hand ramming and wateringetc, allcomplete as per direction of Engg.-In-Charge.Measurementbasis compacted thickness only.

CRUSHEDSTONESAND FIL — "SUPPLY AND FILLING WITH CRUSH SAND AS PER IS 21116-1980-2&IS 486:2000 & IS 383.1970 THE PARTICLE SHAPE IS SEMIROUNDEDOR CUBICAL & NOT FLAKEY OR ELONGATED. DUSTPERCENTAGE ISSTRICTLY CONTROLLED 10 - 15% WITH FINENESSMODULUS 2.6 TO 3.SUPPLY AND FILLING WITH STONE CRUSHEDSAND OF APPROVEDQUALITY IN LAYERS OF 150 MM EACH INCLUDINGSPREADING,COMPACTING BY HAND RAMMING AND WATERING ETC, ALLCOMPLETE ASPER DIRECTION OF ENGG.-IN-CHARGE. COMPACTEDTHICKNESS ONLY."

MURRUM FILLING - LAY — "SUPPLYING AND FILLING GOOD QUALITY MURUM IN LAYERS OF150MM THICK INCLUDING WATERING AND COMPACTING TILLMAXIMUMCOMPACTION IS ACHIEVED AS DIRECTED BY ENGINEERINCHARGE.COMPACTED VOLUME SHALL BE CONSIDERED FOR PAYMENT."