CIVIL M&R @HPNE

EXCA OF EARTHALL TYPE — XCAVATION FOR FOUNDATIONS, TRENCHES, DRAINS ETCIN ALL TYPES OF SOIL INCLUDING SOFT MURUM,INCLUDING SHORING, PUMPING OR BAILING O WATER,LEVELLING / COMPACTION OF THE EXCAVATED SURFACEETC COMPLETE. SOIL/SOFT MURUM WILL BE CLASSIFIEDAS WHICH CAN BE REMEOVED ASILY BU USING AXES,PICKLES ETC. "

EXCA - EARTHHARD ROCK,<= — CAVATION FOR FOUNDATION UPTO REQUIRED IN HARDROCK AND EXCAVATION SHALL BE DONE BYCHISELLING/PNEUMATIC DRILLING/TRACTOR/TRAILER UNTED JACK HAMMERS, AS PER IS STANDARD FOR HARDROCK. RATE TO INCLUDE DRESSING THE SIDES ANDBOTTOM, BAILING OUT OF WATER IF ENCOU ERED,SHORING, STRUTTING AS REQUIRED AS PER SITECONDITION, BACKFILLING AFTER THE CONSTRUCTION OFFOUNDATION, TRENCHES/PLINTH BEA ETC COMPACTINGBY THE SIDE OF THE FOUNDATION INCLUDINGSPREADING, WATERING AND COMPACTION AND STACKINGTHE EXCAVATED DEBRIS AND S CK MEASUREMENT SHALLBE TAKEN APPLYING 50% DEDUCTION FOR VOIDS;HANDLING AND LIFTINGS AND TRANSPORTATION TOINSIDE THE PLANT BOUN RY, AS DIRECTED BY THEHPCL ENGINEER IN CHARGE, COMPLETE. THEMEASUREMENT OF THE EXCAVATION WOULD BE BASED ONACTUAL DEPTH OF EXC ATION WITH APPLICABLE RATEFOR DIFFERENT DEPTHS. EXCAVATION IN HARD ROCKUPTO 1.5 MT BLASTING WILL NOT BE PERMITTED.SCOPE INCLU S OBTAINING APPROVAL FROM MININGDEPARTMENT/APPLICABLE DEPARTMENTS.

EXCA - EARTH <= 3 MTHARD — CAVATION UP TO A DEPTH OF 3 METER ANY TYPE OFSOIL EXCLUDING HARD ROCK FOR FOUNDATION, PLINTHBEAM, TRENCHES, PAVEMENTS ETC. INCLU NG DRESSINGTHE SIDES, LEVELING, GRADING, RAMMING OF BOTTOM,BAILING OUT WATER IF ENCOUNTERED, SHORING,STRUTTING, BACK FILLING A COMPACTING THEEXCAVATED EARTH IN THE SIDES OF FOUNDATIONS. RATETO INCLUDE CARTING AWAY SURPLUS EXCAVATED EARTH,SPREADING, LEV ING AND COMPACTING, INSIDE OROUTSIDE THE HPCL PREMISES TO AN UNOBJECTIONABLEPLACE ALL COMPLETE AS PER DIRECTION BYENGINEER-IN- ARGE. PAYMENT IS TO BE MADE AS PERPLAN DRAWING.

EXCA OF HARD ROCKDP:1.5- — RD ROCK EXCAVATION DEPTH 1.5 TO 3 METER WITHLEAD 300 METER: EXCAVATION IN HARD ROCK FROMDEPTH MORE THAN 1.5 METER AND UPTO 3 MET ANDLEAD UP TO 300 METER, SCOPE INCLUDES MARKING,REMOVAL OF VEGETATION, DE-WATERING, CARRYING,CARTING, MAKING HEAPING AT DESIG TED PLACESWITHIN PLANT PREMISES, MACHINERY, EQUIPMENT,INSTRUMENT, TOOLS, TACKLES, MANPOWER,SUPERVISION, DOCUMENTATION AS PER S CIFICATION,ENGINEERING PRACTICES AND DIRECTION OF OWNER.

EXCA - EARTH BEYOND — CAVATION BEYOND THE DEPTH OF 3 METER IN ANYTYPE OF SOIL EXCLUDING HARD ROCK FOR FOUNDATION,PLINTH BEAM, TRENCHES, PAVEMENTS ETC. NCLUDINGDRESSING THE SIDES, LEVELING, GRADING, RAMMING OFBOTTOM, BAILING OUT WATER IF ENCOUNTERED,SHORING, STRUTTING, BACK FIL NG AND COMPACTINGTHE EXCAVATED EARTH IN THE SIDES OF FOUNDATIONS.RATE TO INCLUDE CARTING AWAY SURPLUS EXCAVATEDEARTH, SPREADIN LEVELING AND COMPACTING, INSIDEOR OUTSIDE THE HPCL PREMISES TO ANUNOBJECTIONABLE PLACE ALL COMPLETE AS PERDIRECTION BY ENGINE -IN-CHARGE. PAYMENT IS TO BEMADE AS PER PLAN DRAWING.

EXCAVATION OF HARD ROCK — RD ROCK EXCAVATION DEPTH MORE THAN 3 METER WITHLEAD 300 METER: EXCAVATION IN HARD ROCK FOR DEPTHMORE THAN 3 METER AND LEAD UP TO 00 METER, SCOPEINCLUDES MARKING, REMOVAL OF VEGETATION,DE-WATERING, CARRYING, CARTING, MAKING HEAPING ATDESIGNATED PLACES WITH PLANT PREMISES,MACHINERY, EQUIPMENT, INSTRUMENT, TOOLS, TACKLES,MANPOWER, SUPERVISION, DOCUMENTATION AS PERSPECIFICATION, ENG EERING PRACTICES ANDDIRECTION OF OWNER.

DEWATERING — WATERING EXCAVATED SURFACE/TRENCHES AND POOLSOF WATER IN THE AREAS BY USING PUMPS AND OTHERDEVICES, INCLUDING DISPOSING OF THE W ER TO ASAFE DISTANCE AS DIRECTED BY USING 3 HP TO10 HPPUMPS, WITH ALL CONSUMABLE LABOUR, REQUIRED TOOLSETC.

DEBRIS DISPOSAL WITHIN — BRIS DISPOSAL WITHIN PREMISE: CARRIAGE OFDEBRIS COMPRISING OF EARTH, MURUM, SAND CRUSHEDMETAL, STONE DUST ETC. AND DISPOSING THE AMEWITHIN COLONY PREMISES INCLUDINGLOADING/UNLOADING LEVELING AT BOTH THE PLACES. INA TRUCK CAPACITY OF TRUCK-2 BRASS.

DISPOSAL OF DEBRIS — MOVE THE DEBRIS FROM THE SPOT FOLLOWED BYSTACKING AT THE GROUND FLOOR AND CARING AWAY THESAME FROM THE SITE COMPLETE. THE COST I LUDINGTHE LOADING THE DEBRIS TO THE VEHICLE.

CLEANING OF JET PUMP MAN — OVIDING AND APPLYING SERVICE OF WATER CLEANINGWITH JET PUMP INCLUDING MAN POWER AND ALLNECESSARY TOOLS AS PER THE INSTRUCTIONS O ENGINEER-IN-CHARGE.