CIVIL SOR WORKS BELGAUM RRO

SURFACE DRESSING,SITE — RFACE DRESSING,SITE CLEARANCE/CLVRT

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

EXCAVATION IN EARTH — cavation for foundation upto required depth belowexisting ground level up to 1.5m in any type of soil excepthard rock. Rate to inclu dressing the sides and bottom,bailing out of water if encountered, shoring, strutting,backfilling after the construction of foundat n,trenches/plinth beam etccompacting by the side of thefoundation and disposal of surplus excavated earthwithin/outside HPCL's premi s to an unobjectionable place,as directed by the Engineer in Charge including spreading,watering and compaction, complete. The measu ment of theexcavation would be based on actual depth of excavationwith applicable rate for different depths.

EXCAVATION - 1.5 TO 3.0 — cavation for foundation upto required depth below groundlevel in any type of soil except hard rock . Rate toinclude dressing the sid and bottom, bailing out of waterif encountered, shoring, strutting, backfilling after theconstruction of foundation, foundation, tr ches/plinthbeam etc compacting by the side of the foundation anddisposal of surplus excavated earth within/outside HPCL'spremises to n unobjectionable place, as directed by theEngineer in Charge including spreading, watering andcompaction, complete . The measuremen of the excavationwould be based on actual depth of excavation withapplicable rate for different depths.EXCAVATION IN EARTHUPTO 3 M

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

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

EXCAVA-HARDROCK 1.5-3.0 — ARTH WORK IN EXCAVATION BELOW GROUND LEVEL FOR ALL KINDSOF WORKS INCLUDING ROADS IN HARD ROCKS FOR A DEPTH 1.5 M -3M

EXCAVA-HARD ROCK 3.0-4.5 —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

SAND FILLING - LAYER — pplying and filling good quality murum in layers of 150mm thick including watering and compacting till maximumcompaction is achieved s directed by Engineer InCharge.Compacted volume shall be considered for payment.

CRUSHEDSTONESAND — UPPLY AND FILLING WITH CRUSH SAND AS PER IS 21116-1980-2& IS 486:2000 & IS 383.1970 THE PARTICLE SHAPE IS SEMIROUNDED OR CUBICAL & N FLAKEY OR ELONGATED. DUSTPERCENTAGE IS STRICTLY CONTROLLED 10 - 15% WITH FINENESSMODULUS 2.6 TO 3. SUPPLY AND FILLING WITH STONE CR HEDSAND OF APPROVED QUALITY IN LAYERS OF 150 MM EACH INCLUDINGSPREADING, COMPACTING BY HAND RAMMING AND WATERING ETC, ALLCOMPLETE AS ER DIRECTION OF ENGG.-IN-CHARGE. COMPACTEDTHICKNESS ONLY."