CIVIL & STRUCTURAL WORKS FR PH-1 IN 50 ACRE CAMPUS

SURFACE EXCAVATION — RTH WORK IN SURFACE EXCAVATION NOT EXCEEDING 30 CM INDEPTH BUTEXCEEDING 1.5 METER IN WIDTH AS WELL AS 10 SQ.MON PLAN INCLUDING DISPO L OF EXCAVATED EARTH UPTO 50 METERAND LIFT UPTO 1.5 METER, DISPOSED SOIL TO BE LEVELED ANDNEATLY DRESSED IN ALL KINDS OF SOIL,ALL CO LETE AS PERSPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE

EXCAVATION- ALL SOIL — RTH WORK IN EXCAVATION BY MECHANICAL MEANS(HYDRAULICEXCAVATOR) / MANUAL MEANS OVER AREAS (EXCEEDING30CM INDEPTH. 1.5 M IN WIDTH AS W L AS 10 SQM ON PLAN) INALLKIND OF SOIL INCLUDING DISPOSAL OF EXCAVATED EARTH,LEADUPTO 50M AND LIFT UPTO 1.5M, DISPOSED EARTH TO BELE LEDAND NEATLY DRESSED, ALL COMPLETE AS PER DRAWINGS,SPECIFICATIONS AND DIRECTION OF ENGINEER IN CHARGE.

EXCAVATION-ORDINARY — """""MECHANICAL EXCAVATION-ORDINARY ROCK: EARTH WORKINEXCAVATION BY MECHANICAL MEANS (HYDRAULICEXCAVATOR)/MANUALMEANS OVER AREAS (EX EDING 30 CM INDEPTH. 1.5 MT IN WIDTHAS WELL AS 10 SQ.MT ON PLAN) INORDINARY ROCK INCLUDINGDISPOSAL OF EXCAVATED ROCK, LEADUPTO 50 ME R AND LIFTUPTO 1. 5METER, DISPOSED ROCK TO BELEVELED AND NEATLYDRESSED, ALL COMPLETE AS PER DRAWINGS,SPECIFICATIONS ANDDIRECTION OF GINEER-IN-CHARGE.(BLASTINGPROHIBITED) (THEROCK GENERATED SHALL BE TRANSPORTED ANDSTACKED NEATLYWITHIN THE PROJECT PREMISES AS DIRECT BYENGINEER-IN-CHARGE. THE NET QUANTITY OF HARD ROCKSHALLBEPAID AFTER ARRIVING AT BY APPLYING DEDUCTION OF 50%TOALLOW FOR VOIDS IN S CKS). THE ROCK WILL BEPROPERTYOFOWNER"""""""

EXCAVATION- HARD ROC — CHANICAL EXCAVATION-HARD ROCK: EARTH WORK IN EXCAVATIONBYMECHANICAL MEANS (HYDRAULIC EXCAVATOR)/MANUAL MEANSOVERAREAS (EXCEEDING 30 IN DEPTH 1.5 METER IN WIDTH ASWELLAS 10 SQ.MT ON PLAN) IN HARD ROCK INCLUDING DISPOSALOFEXCAVATED ROCK, LEAD UPTO 50 METER AND LIFT PTO 1.5METER,DISPOSED ROCK TO BE LEVELED AND NEATLY DRESSED,ALLCOMPLETE AS PER DRAWINGS, SPECIFICATIONS AND DIRECTIONOFENGINEER IN C RGE. (BLASTING PROHIBITED) (THEROCKGENERATED SHALL BE TRANSPORTED AND STACKED NEATLYWITHINTHE PROJECT PREMISES AS DIRECTED BYENGINEE IN-CHARGE. THENET QUANTITY OF HARD ROCK SHALL BEPAID AFTER ARRIVING ATBY APPLYING DEDUCTION OF 50% TO ALLOWFOR VOIDS IN STACKS).THE CK WILL BE PROPERTY OF OWNER

EXTRA - ADDITIONAL L — RTH WORK IN EXCAVATION BY MECHANICAL MEANS(HYDRAULICEXCAVATOR)/MANUAL MEANS OVER AREAS (EXCEEDING 30CM INDEPTH. 1.5 METER IN WIDTH A WELL AS 10 SQ.MT ON PLAN)INALL KIND OF SOIL INCLUDING DISPOSAL OF EXCAVATEDEARTH,LEAD UPTO 50 METER AND FOR EVERY ADDITIONAL LIFT OF 5METER OR PART THEREOF BEYOND INITIAL LIFT OF 1.5 METER,INEXCAVATION/BANKING EXCAVATED OR STACKED MATERIALS INALLKINDS OF SOIL. DISP ED EARTH TO BE LEVELED ANDNEATLYDRESSED, ALL COMPLETE AS PER DRAWINGS, SPECIFICATIONSANDDIRECTION OF ENGINEER IN CHARGE

EXTRA - ADDITIONAL L — """""EARTH WORK IN EXCAVATION BY MECHANICAL MEANS(HYDRAULICEXCAVATOR)/MANUAL MEANS OVER AREAS (EXCEEDING 30CM INDEPTH. 1.5 METER IN DTH AS WELL AS 10 SQ.MT ON PLAN)INORDINARY ROCK INCLUDING DISPOSAL OF EXCAVATED ROCK,LEADUPTO 50 METER AND FOR EVERY ADDITIONAL LIFT F 1.5METER ORPART THEREOF BEYOND INITIAL LIFT OF 1.5 METER,INEXCAVATION/BANKING EXCAVATED OR STACKED MATERIALSINORDINARY OR HARD ROC DISPOSED ROCK TO BE LEVELEDANDNEATLY DRESSED, ALL COMPLETE AS PERDRAWINGS,SPECIFICATIONS AND DIRECTION OF ENGINEER INCHARGE.(BLASTI PROHIBITED) (THE ROCK GENERATED SHALLBETRANSPORTED AND STACKED NEATLY WITHIN THE PROJECTPREMISESAS DIRECTED BY ENGINEER-IN-CHARGE. E NET QUANTITYOF HARDROCK SHALL BE PAIDAFTER ARRIVING AT BY APPLYINGDEDUCTIONOF 50% TO ALLOW FOR VOIDS IN STACKS). THE ROCKWILL BEP PERTY OF OWNER"""""""

FILLING EXCAVATED EA — LLING AVAILABLE EXCAVATED EARTH (EXCLUDING ROCK)INTRENCHES, PLINTH, SIDE OF FOUNDATION ETC. IN LAYERSNOTEXCEEDING 20 CM IN DEPTH, CO OLIDATING EACHDEPOSITEDLAYER BY RAMMING AND WATERING, FOR ALL LEAD ANDLIFT, ALLCOMPLETE AS PER SPECIFICATION AND DIRECTIONOFENGINEER N-CHARGE.

FILLING RIVER SAND — PPLYING AND FILLING IN PLINTH WITH APPROVED FINERIVERSAND UNDER FLOORS, INCLUDING WATERING,RAMMING,CONSOLIDATING AND DRESSING, ALL C PLETE ASPERSPECIFICATION AND DIRECTION OF ENGINEER-IN-CHARGE.

TRASPORT & DISPOSG E — ANSPORTING & DISPOSING THE SURPLUS EARTH TO THE AREAFORDISPOSAL IDENTIFIED BY THE OWNER (WITHIN OR OUTSIDETHEPROJECT PREMISES AS DEC ED BY ENGINEER INCHARGE),INCLUDING RE-EXCAVATING THE DEPOSITED SOILEXCAVATEDEARLIER, TRANSPORTING, LOADING, UNLOADING, LAYINGAT ALLD THS & HEIGHTS, STACKING, LEVELING & DRESSING BOTHTHEAREA (VIZ. FROM WHERE THE EARTH IS TRANSPORTED & WHEREITIS DISPOSED) TO REQUIRED EVELS & SLOPES COMPLETE WITHALLLIFTS AS DIRECTED, ALL COMPLETE AS PER SPECIFICATIONANDDIRECTION OF ENGINEER-IN-CHARGE. (THE RATE SHA BEAPPLICABLE TO THE NET QUANTITIES AFTER DEDUCTIONFORPRESCRIBED PERCENTAGE OF VOIDS AS PER CPWDSPECIFICATION)(EARTH SHALL BE OWNER'S ROPERTY). FORPURPOSE OFMEASUREMENT, THE DISTANCE BEYOND THE INITIAL 50 MFROM THEPOINT OF LOADING AT PROJECT SITE UPTO THE AREA OFDIS SALSHALL BE CONSIDERED. FOR LEAD BEYOND 50 M TO 1 KM

TRASPORT & DISPOSG E — """""TRANSPORTING & DISPOSING THE SURPLUS EARTH TO THE AREAFORDISPOSAL IDENTIFIED BY THE OWNER (WITHIN OR OUTSIDETHEPROJECT PREMISES S DECIDED BY ENGINEER INCHARGE),INCLUDING RE-EXCAVATING THE DEPOSITED SOILEXCAVATEDEARLIER, TRANSPORTING,LOADING, UNLOADING, LAYING ALLDEPTHS & HEIGHTS, STACKING, LEVELING & DRESSING BOTHTHEAREA (VIZ. FROM WHERE THE EARTHIS TRANSPORTED & WHEREITIS DISPOSED) TO R UIRED LEVELS & SLOPES COMPLETE WITHALLLIFTS AS DIRECTED, ALL COMPLETE AS PERSPECIFICATIONANDDIRECTION OF ENGINEER-IN-CHARGE. (THE R E SHALLBEAPPLICABLE TO THE NET QUANTITIES AFTERDEDUCTIONFORPRESCRIBED PERCENTAGE OF VOIDS AS PERCPWDSPECIFICATION) (EARTH SHALL BE NER'S PROPERTY).FORPURPOSE OF MEASUREMENT, THEDISTANCE BEYOND THE INITIAL50M FROM THE POINT OF LOADING AT PROJECT SITE UPTO THEAREA DISPOSAL SHALL BE CONSIDERED.FOR LEAD BEYOND 1 KMTO 2KM"""""""