CIVIL SOR MANGALORE RETAIL RO-GROUP B

SURFACE DRESSING,SIT — "SURFACE DRESSING OF THE GROUND INCLUDING REMOVING SMALLPLANTS, BUSHES ,VEGETATION (DIA LESS THAN 4"") AND MAKINGSURFACE LEVELLED AND DISPOSAL OF RUBBISH OUTSIDE HPCL'SPREMISES TO AN UNOBJECTIONABLE PLACE, AS DIRECTED BY THEENGINEER IN CHARGE."

EXCAVATION,F/FNDTN,G — Excavation for foundation upto required depth belowexisting ground level up to 1.5m in any type of soil excepthard 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 thefoundation and disposal of surplus excavated earthwithin/outside HPCL's premises to an unobjectionable place,as directed by the Engineer in Charge including spreading,watering and compaction, complete. The measurement of theexcavation would be based on actual depth of excavationwith applicable rate for different depths.

EXCAVATION,F/FNDTN,G — Excavation for foundation upto required depth below groundlevel in any type of soil except hard rock . Rate toinclude dressing the sides and bottom, bailing out of waterif encountered, shoring, strutting, backfilling after theconstruction of foundation, foundation, trenches/plinthbeam etc compacting by the side of the foundation anddisposal of surplus excavated earth within/outside HPCL'spremises to an unobjectionable place, as directed by theEngineer in Charge including spreading, watering andcompaction, complete . The measurement of the excavationwould be based on actual depth of excavation withapplicable rate for different depths.EXCAVATION IN EARTHUPTO 3 M

EXCAVATION,F/FNDTN,B — Excavation for foundation upto required depth below groundlevel in any type of soil except hard rock . Rate toinclude dressing the sides and bottom, bailing out of waterif encountered, shoring, strutting, backfilling after theconstruction of foundation, compacting by the side of thefoundation and disposal of surplus excavated earthwithin/outside HPCL's premises to an unobjectionable place, as directed by the Engineer in Charge including spreading,watering and compaction, complete . The measurement of theexcavation would be based on actual depth of excavationwith applicable rate for different depths. EXCAVATION INEARTH BETWEEN 3 TO 4.5

EXCAVATION,F/FNDTN,H — EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDSOF WORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH UP TO1.5 M BY CHISELING (PNEUMATIC), WEDGING OR ANY OTHERAGREED METHODS (BLASTING PROHIBITED) INCLUDING ALL RELATEDWORKS, ALL EQUIPMENTS REQUIRED FOR CHISELING, AND CUTTINGUP TO REQUIRED LEVELS, DRESSING AND TRIMMING OF SIDES,LEVELING AND GRADING OF BOTTOMS, DEWATERING OF ACCUMULATEDWATER FROM ANY SOURCE AND KEEPING THE SURFACE DRY FORSUBSEQUENT WORKS AND DISPOSAL OF SPOILS TO SPOIL HEAPS ANDSTACKING OF USABLE EXCAVATED MATERIALS WITHIN A LEAD OF 100M ETC. ALL COMPLETE AS DIRECTED INCLUDING PROVIDINGTEMPORARY SUPPORTS TO EXISTING SERVICE LINES LIKE WATERPIPES, SEWAGE PIPES, ELECTRIC OVER HEAD AND UNDERGROUNDCABLES ETC, ALL COMPLETE AS PER THE DIRECTION OFENGINEER-IN-CHARGE. (THE ROCK GENERATED SHALL BETRANSPORTED AND STACKED NEATLY WITHIN THE PROJECT PREMISESAS DIRECTED BY ENGINEER-IN-CHARGE. THE NET QUANTITY OFHARD ROCK SHALL BE PAID AFTER ARRIVING AT BY APPLYINGDEDUCTION OF 50% TO ALLOW FOR VOIDS IN STACKS).THE ROCKWILL BE PROPERTY OF OWNER.

EXCAVATION,F/FNDTN,H — "EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDSOF WORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH 1.5 M -3M

EXCAVATION,F/FNDTN,H — EARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDSOF WORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH UP TO3-4.5M BY CHISELING (PNEUMATIC), WEDGING OR ANY OTHERAGREED METHODS (BLASTING PROHIBITED) INCLUDING ALL RELATEDWORKS, ALL EQUIPMENTS REQUIRED FOR CHISELING, AND CUTTINGUP TO REQUIRED LEVELS, DRESSING AND TRIMMING OF SIDES,LEVELING AND GRADING OF BOTTOMS, DEWATERING OF ACCUMULATEDWATER FROM ANY SOURCE AND KEEPING THE SURFACE DRY FORSUBSEQUENT WORKS AND DISPOSAL OF SPOILS TO SPOIL HEAPS ANDSTACKING OF USABLE EXCAVATED MATERIALS WITHIN A LEAD OF 100M ETC. ALL COMPLETE AS DIRECTED INCLUDING PROVIDINGTEMPORARY SUPPORTS TO EXISTING SERVICE LINES LIKE WATERPIPES, SEWAGE PIPES, ELECTRIC OVER HEAD AND UNDERGROUNDCABLES ETC, ALL COMPLETE AS PER THE DIRECTION OFENGINEER-IN-CHARGE. (THE ROCK GENERATED SHALL BETRANSPORTED AND STACKED NEATLY WITHIN THE PROJECT PREMISESAS DIRECTED BY ENGINEER-IN-CHARGE. THE NET QUANTITY OFHARD ROCK SHALL BE PAID AFTER ARRIVING AT BY APPLYINGDEDUCTION OF 50% TO ALLOW FOR VOIDS IN STACKS).THE ROCKWILL BE PROPERTY OF OWNER.

SUPPLY AND FILLING,W — "Supply and filling with clean silver / river sand ofapproved quality in layers of 150 mm each includingspreading, compacting by hand ramming and watering etc, allcomplete as per direction of Engg.-In-Charge. Measurementbasis compacted thickness only.

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

SUPPLY AND FILLING F — "SUPPLYING AND FILLING GOOD QUALITY MURUM IN LAYERS OF 150MM THICK INCLUDING WATERING AND COMPACTING TILL MAXIMUMCOMPACTION IS ACHIEVED AS DIRECTED BY ENGINEER INCHARGE.COMPACTED VOLUME SHALL BE CONSIDERED FOR PAYMENT."