SOR WORKS UNDER KOZHIKODE RO

SURFACE DRESSING,SITE — URFACE DRESSING OF THE GROUND INCLUDINGREMOVING SMALL PLANTS, BUSHES ,VEGETATION (DIALESS THAN 4"") AND MAKING SURFACE LEVELLED DDISPOSAL OF RUBBISH OUTSIDE HPCL'S PREMISES TO ANUNOBJECTIONABLE PLACE, AS DIRECTED BY THEENGINEER IN CHARGE."

EXCAVATION,F/FNDTN,GRND — xcavation for foundation upto required depthbelow existing ground level up to 1.5m in anytyoe odf soil except hard rock. Rate to ncludedressing the sides and bottom, bailing out ofwater if encountered, shoring, strutting,backfilling after the construction f foundation,trenches/plinth beam etccompacting by the side ofthe foundation and disposal of surplus excavatedearth within/ou ide HPCL's premises to anunobjectionable place, as directed by theEngineer in Charge including spreading, wateringand compact n, complete. The measurement of theexcavation would be based on actual depth ofexcavation with applicable rate for differentd ths.

EXCAVATION,F/FNDTN,GRND — xcavation for foundation upto required depthbelow ground level in any type of soil excepthard rock . Rate to include dressing th sidesand bottom, bailing out of water if encountered,shoring, strutting, backfilling after theconstruction of foundation, foun tion,trenches/plinth beam etc compacting by the sideof the foundation and disposal of surplusexcavated earth within/outside H L's premises toan unobjectionable place, as directed by theEngineer in Charge including spreading, wateringand compaction, c plete . The measurement ofthe excavation would be based on actual depth ofexcavation with applicable rate for differentdepths. CAVATION IN EARTH UPTO 3 M

EXCAVATION,F/FNDTN,BTWN — xcavation for foundation upto required depthbelow ground level in any type of soil excepthard rock . Rate to include dressing e sidesand bottom, bailing out of water if encountered,shoring, strutting, backfilling after theconstruction of foundation, co acting by theside of the foundation and disposal of surplusexcavated earth within/outside HPCL's premises toan unobjectionabl place, as directed by theEngineer in Charge including spreading, wateringand compaction, complete . The measurement ofthe ex vation would be based on actual depth ofexcavation with applicable rate for differentdepths. EXCAVATION IN EARTH BETWEEN 3 TO 4.

EXCAVATION,F/FNDTN,HR,GR — XCAVATION FOR FOUNDATION UPTO REQUIRED DEPTHBELOW EXISTING GROUND LEVEL UP TO 1.5 M. DEPTH INCONCRETE ROAD BY CHISELLING / PNEUM IC DRILLING. RATE TO INCLUDE DRESSING THE SIDES AND BOTTOM,BAILING OUT OF WATER IF ENCOUNTERED, SHORING,STRUTTING, BACKFILLING FTER THE JOB TO RESTORETHE ORIGINAL STATE OF THE GROUND AND DISPOSAL OFSURPLUS EXCAVATED EARTH WITHIN/OUTSIDE HPCL'SPREMISES T AN UNOBJECTIONABLE PLACE, AS DIRECTEDBY THE ENGINEER IN CHARGE INCLUDING CURING,WATERING AND COMPACTION AND COMPLETE . THEMEAS EMENT OF THE EXCAVATION WOULD BE BASED ONACTUAL DEPTH OF EXCAVATION. "

EXCAVATION,F/FNDTN,HR,GR — XCAVATION FOR FOUNDATION UPTO REQUIRED IN HARDROCK AND EXCAVATION SHALL BE DONE BY CHISELLING /PNEUMATIC DRILLING OR BLASTING. R E TO INCLUDEDRESSING THE SIDES AND BOTTOM, BAILING OUT OFWATER IF ENCOUNTERED, SHORING, STRUTTING,BACKFILLING AFTER THE CONSTR TION OF FOUNDATION,TRENCHES/PLINTH BEAM ETC COMPACTING BY THE SIDEOF THE FOUNDATION AND DISPOSAL OF SURPLUSEXCAVATED EARTH WIT N/OUTSIDE HPCL'S PREMISES TOAN UNOBJECTIONABLE PLACE, AS DIRECTED BY THEENGINEER IN CHARGE INCLUDING SPREADING, WATERINGAND CO ACTION, COMPLETE . THE MEASUREMENT OF THEEXCAVATION WOULD BE BASED ON ACTUAL DEPTH OFEXCAVATION WITH APPLICABLE RATE FOR DIFFERE DEPTHS. EXCAVATION IN HARD ROCK 1.5 MTS- 3.0 MTS"

EXCAVATION,F/FNDTN,HR,BT — xcavation for foundation upto required inhard rock and excavation shall be done bychiselling / pneumatic drilling or Blasting Rate to include dressing the sides and bottom,bailing out of water if encountered, shoring,strutting, backfilling after the con ruction offoundation, compacting by the side of thefoundation and disposal of surplus excavatedearth within/outside HPCL's pr ises to anunobjectionable place, as directed by theEngineer in Charge including spreading, wateringand compaction, complete The measurement ofthe excavation would be based on actual depth ofexcavation with applicable rate for differentdepths. EXCA TION IN HARD ROCK BETWEEN 3 TO4.5

SUPPLY AND FILLING,WITH — upply and filling with clean silver / riversand of approved quality in layers of 150 mm eachincluding spreading, compacting by h d rammingand watering etc, all complete as per directionof Engg.-In-Charge. Measurement basis compactedthickness only.

SUPPLY&FILLING,CRSHD STN — UPPLY AND FILLING WITH CRUSH SAND AS PER IS21116-1980-2 & IS 486:2000 & IS 383.1970 THEPARTICLE SHAPE IS SEMI ROUNDED OR CUBICAL NOTFLAKEY OR ELONGATED. DUST PERCENTAGE IS STRICTLYCONTROLLED 10 - 15% WITH FINENESS MODULUS 2.6 TO3. SUPPLY AND FILLING WITH TONE CRUSHED SAND OFAPPROVED QUALITY IN LAYERS OF 150 MM EACHINCLUDING SPREADING, COMPACTING BY HAND RAMMINGAND WATERING ETC, L COMPLETE AS PER DIRECTIONOF ENGG.-IN-CHARGE. COMPACTED THICKNESS ONLY."

SUPPLY AND FILLING FOR — UPPLYING AND FILLING GOOD QUALITY MURUM INLAYERS OF 150 MM THICK INCLUDING WATERING ANDCOMPACTING TILL MAXIMUM COMPACTION IS ACH VED ASDIRECTED BY ENGINEER IN CHARGE.COMPACTED VOLUMESHALL BE CONSIDERED FOR PAYMENT."