IS 1200-1: Methods of measurement of building and civil engineering works, Part 1: Earthwork

10 Pages·1992·1.3 MB·English

by  Bureau of Indian Standards

इंटरनेट मानक
Disclosure to Promote the Right To Information
Whereas the Parliament of India has set out to provide a practical regime of right to
information for citizens to secure access to information under the control of public authorities,
in order to promote transparency and accountability in the working of every public authority,
and whereas the attached publication of the Bureau of Indian Standards is of particular interest
to the public, particularly disadvantaged communities and those engaged in the pursuit of
education and knowledge, the attached public safety standard is made available to promote the
timely dissemination of this information in an accurate manner to the public.
“जान1 का अ+धकार, जी1 का अ+धकार” “प0रा1 को छोड न’ 5 तरफ”
Mazdoor Kisan Shakti Sangathan Jawaharlal Nehru
“The Right to Information, The Right to Live” “Step Out From the Old to the New”
IS 1200-1 (1992): Methods of measurement of building and
civil engineering works, Part 1: Earthwork [CED 44: Methods
of Measurement of Works of Civil Engineering]
“!ान $ एक न’ भारत का +नम-ण”
Satyanarayan Gangaram Pitroda
““IInnvveenntt aa NNeeww IInnddiiaa UUssiinngg KKnnoowwlleeddggee””
“!ान एक ऐसा खजाना > जो कभी च0राया नहB जा सकता हहहहै””ै”
Bhartṛhari—Nītiśatakam
“Knowledge is such a treasure which cannot be stolen”

IS 1200 ( Part 1 ) : 1892

Indian Standard
METHODS OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS
PART 1 EARTHWORK
( Fourth Revision )
First Reprint MAY 1994
UDC 69.003.12:69.021.13:624.13

Q BIS 1992
BUREAU OF INDIAN STANDARDS
MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG
NEW DELHI 110002

December 1992 ecirP Gmp 2
sdohteM fo tnemerusaeM fo skroW fo liviC gnireenignE gnidulcxE( reviR yellaV stcejorP )
lanoitceS ,eettimmoC CED 44
FOREWORD
sihT naidnI dradnatS ( traP 1 ) ( htruoF noisiveR ) was detpoda yb eht uaeruB fo naidnI Standards,
retfa eht tfard dezilanif yb eht sdohteM fo tnemerusaeM fo skroW fo liviC gnireenignE ( gnidulcxF
yella,~c;;~~ stcejorP ) lanoitceS eettimmoC had neeb devorppa yb eht
Civil Engineering Division
tnemerusaeM seipucco a yrev tnatropmi ecalp ni eht planning and noitucexe fo yna livic gnireenigne
krow morf eht emit fo tsrif setamitse ot eht lanif noitelpmoc and tnemelttes fo stnemyap rof a
.tcejorp sdohteM dewollof rof tnemerusaem era ton mrofinu and elbaredisnoc secnereffid tsixe
neewteb secitcarp dewollof yb tnereffid noitcurtsnoc seicnega and osla neewteb suoirav lartneC and
etatS tnemnrevoG .stnemtraped elihW ti is dezingocer that hcae metsys fo tnemerusaem has ot eb
yllacificeps detaler ot evitartsinimda and laicnanif snoitazinagro nihtiw a tnemtraped elbisnopser
for
eht ,krow a noitacifinu fo suoirav smetsys at lacinhcet level has neeb detpecca as yrev ,elbarised
yllaiceps as ti stimrep a rediw egnar fo noitarepo rof livic gnireenigne srotcartnoc and setanimile
seitiugibma and misunderstandings fo suoirav smetsys .dewollof
gnomA suoirav livic gnireenigne ,smeti tnemerusaem fo buildings was eht tsrif ot eb nekat up rof
noitazidradnats and this standard gnivah snoisivorp gnitaler ot gnidliub krow was tsrif dehsilbup ni
and was yltneuqesbus desiver ni 1964. nI its dnoces .noisiver eht standard was issued ni
1958
tnereffid parts gnidnopserroc ot tnereffid sedart ni gnidliub and livic gnireenigne .skrow ehT driht
noisiver fo eht standard was dehsilbup ni 1974.
sihT htruof noisiver has neeb thguorb tuo ot etaroprocni eht segnahc dnuof yrassecen ni thgil fo
egasu fo this standard and eht snoitseggus edam yb suoirav seidob gnitnemelpmi .ti

roF eht esoprup fo gnidiced rehtehw ralucitrap tnemeriuqer fo this standard is deilpmoc ,htiw eht
lanif ,eulav devresbo ro ,detaluclac gnisserpxe eht tluser fo a .tnemerusaem shall eb dednuor ffo
ni ecnadrocca htiw SI 2 : 1960 seluR‘ rof gnidnuor ffo laciremun seulav ( revised)‘. ehT rebmun fo
tnacifingis secalp deniater ni eht dednuor ffo eulav dluohs eb eht emas as that fo eht deificeps eulav
ni this standard.
IS 1200 ( Part 1 ) : 1992
Indian Standard
METHODS OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS-
PART 1 EARTHWORK
C Fourth Revision )
2.6 ehT gniwollof skrow shall ton eb derusaem
1 SCOPE
yletarapes and ecnawolla rof .eht same,shall eb
sihT standard traP( 1 ) srevoc eht dohtem fo demeed ot evah neeb edam ni eht noitpircsed fo
tnemerusaem fo krowhtrae ni gnidliub and livic main :meti
gnireenigne .skrow
4 gnitteS tuo ,skrow ,seliforp ;cte
2 LARENEG SELUR b) etiS ,ecnaraelc hcus as gninaelc grass and
;noitategev
2.1 Clubbing of Items c) dezirohtuanU gnirettab ro gnihcneb ro
;noitavacxe
smetI yam eb debbulc rehtegot dedivorp that eht
4 gnimroF ro( )gnivael daed‘ ’nem and
pu-kaerb fo eht debbulc smeti is deerga ot eb no
llet‘ ’selat ni worrob pits and rieht lavomer
eht basis fo eht deliated noitpircsed fo eht smeti
retfa ;stnemerusaem
detats ni this standard.
4 gnimroF ( ro gnivael ) steps ni sides fo peed
noitavacxe and rieht lavomer retfa
2.2 Booking of Dimensions
;stnemerusaem
nI gnikoob .snoisnemid eht redro shall eb -noc f ) noitavacxE rof noitresni fo planking and
tnetsis and yllareneg ni eht fo.ecneuqcs ,htgnel ;gnitturts
htdaerb ro htdiw and thgieh ro htped ro g) Unless esiwrehto ,deificeps gnivomer slips
.ssenkciht
ro sllaf ni ;snoitavacxe and
2.3 stnemerusaeM )h gniliaB tuo ro gnipmup fo retaw ni
noitavacxe morf rains.
Unless esiwrehto detats retfaniereh all krow shall
2.7 laicepS gnipmup rehto than what is deriuqer
eb derusaem ten ni lamiced ,metsys as dexif ni
rof snoitidnoc nevig ni 2.4 )a( and dedulcni
noitisop as nevig :woleb
ni 2.6 ( h ) and ebut llew/llew tniop gniretawed
)a hcaE noisnemid shall eb ’derusaem ot eht erehw detroser ,ot shall hcae eb derusaem
tseraen 10’0 ;m yletarapes rof all stages fo ,gnipmup gnidulcni
)b saerA shall eb dekrow tuo ot eht ’tseraen etaidemretni stages unless esiwrehto ,detats ni
.W.K ,srH ro PH ,srH against etarapes cificeps
10’0 m”; and
)s(noisivorp edam rof eht .esoprup
)c lacibuC stnetnoc shall eb dekrow tuo ot
eht tseraen 10’0 .3m 3 NOITACIFiSSALC
ehT slairetam ot eb detavacxe shall eb deifissalc
2.4 Work to be Measured Separately as swollof unless esiwrehto .deificeps
.
Work executed ni eht gniwollof snoitidnoc shall )a ‘SoftlL.oose Soil - yllareneG yna lios hcihw
eb derusaem :yletarapes sdleiy ot eht yranidro noitacilppa fo kcip
and ,levohs ro ot ekar ro rehto
)a kroW ni ro rednu ,retaw PHA WRA.
yranidro gniggid ;tnemelpmi hcus as -egev
)b kroW ni ro rednu luof ,snoitautis elbat ro cinagro ,lios ,frut ,levarg sand,
silt, ,maol yalc ,taep .cte
)c kroW rednu ladit ,snoitidnoc and
b) Hard/Dense Soil - yllareneG yna lios
)d kroW ni .wons hcihw seriuqer eht esolc noitacilppa fo
,skcip ro srepmuj ro sreifiracs ot ;nesool
2.4.1 ehT slevel fo hgih and wol retaw sedit hcus as ffits ,yalc ,levarg ,enotselbboc
erehw ,gnirrucco shall eb .detats retaw dnuob medacam and gnilos fo .sdaor
NOTE - Cobblestone is the rock fragment usually
2.5 slliB fo seititnauQ rounded or semi-rounded having maximum
diameter in any one direction between 80 mm and
ehT bills fo seititnauq shall ylluf ebircsed eht 300 pm.
slairetam and ,pihsnamkrow and yletarucca 4 Mud - A erutxim fo lios and retaw ni
tneserper eht krow ot eb .detucexe diulf ro kaew dilos .etats
1
w . . . .
IS 1200 ( traP 1 ) : 1992
4 Soft/Disintegrated Rock ( Not Requiring 4 erehW esned/drah soil, soft/disintegrated
Blasting ) - kcoR ro sredluob hcihw yam kcor and drah rock are mixed, the measure-
.eb deirrauq ro split htiw .srabworc sihT tnem rof eht latot ytitnauq shall eb edam yb
lliw osla edulcni etiretal and drah sdohtem a( ) ro/dna ( )b nevig .evoba fI
.etaremolgnoc elbissop retfa eht lavomer fo eht /drah
4 Hard Rock ( Requiring Blasting ) - ynA esned lios eht slevel fo eht desopxe
kcor ro redluob rof eht noitavacxe fo skcor ecafru dluohs eb nekat and eht
hcihw blasting is .deriuqer ytitnauq fo eht esned/drah lios ,devomer
dekrow tuo morf eht ecnereffid neewteb
NOTE -Boulder is a rock fragment usually
eht lanigiro slevel and wen .’Sslevel fI this
rounded by weathering disintegration and exfolia-
tionor abrasion by water or ice, having maximum. is ton elbissop eht noitavacxe dluohs eb
diameter in anv direction of more than 300 mm. detelpmoc selat-llet,[gnivael and morf eht
round lying lo&e on the surface or embedded in noitces-ssorc fo eseht ,selat-llet eht aera fo
river bed. soil, talus, slope wash and terrace
eht esned/drah lios detavacxe dluohs eb
material of dissimilar origin.
dekrow tuo and nehi eht emulov fo eht
)f Hard Rock ( Blasting Prohibited) - draH
esned/drah lios detavacxe devirra at.
kcor gniriuqer blasting as debircsed
ytitnauQ fo drah esned lios dluohs neht eb
rednu )e( tub erehw blasting is detibihorp
detcuded morf eht latot ytitnauq fo drah
rof yna nosaer and noitavacxe has ot eb
kcor and detargetnisid/tfos .kcor ehT
deirrac tuo yb ,gnillesihc gnigdew ro yna
seititnauq fo drah kcor and detargetnisid/tfos
rehto deerga .dohtem
kcor dluohs neht eb detarapes as ni ( )c
NOTE - A broad classification of soil and rock evoba yb gnikcats eht drah kcor .yletarapes
for earthwork suitable for conditions generally
occurring in practice has been provided where d erehW esool/tfos ,lios esned/drah ,lios /tfos
necessary., further sub-classification may be done detargetnisid kcor and drah kcor era ,dexim
lo suit Individual cases depending on the eht stnemerusaem fo eht eritne ytitnauq
properties of the substrate.
shall eb edam yb sdohtem ( a ) ro/dna ( b )
4 DOHTEM TNEMERUSAEM‘FO OR nevig .evoba ehT etarapes seititnauq fo
VARIOUS SEPYT FO NOITAVACXE esool/tfos lios and esned/drah lios shall eb
dekrow tuo morf eht noitces-ssorc desab no
4.1 ehT tnemerusaem fo krowhtrae shall eb enod daed nem ro selat-llet as denoitnem ni ( d )
ni cibuc ,sertem unless esiwrehto .denoitnem ehT ni esac fo esned/drah .lios ehT latot
stnemerusaem ot eb nekat shall eb esoht fo eht ytitnauq fo esool/tfos and esned/drah lios
shall neht eb detcuded morf eht latot -xe
dezirohtua snoisnemid morf hcihw lios has neeb
nekat tuo and shall eb derusaem tuohtiw noitavac ot evirra at eht latot ytitnauq fo
ecnawolla rof esaercni ni .klub kcor .detavacxe ehT seititnauq fo &d/tfos
detargetni kcor and drah kcor detavacxe
4.2 noitavacxE krowhtraE gnidulcnI kcoR lcekyo& tuo yletarapes as ni esac fo ( )c
in
gnittuC
4.2.1 reLerehW ti is ton elbissop ro tneinevnoc
ehT tnemerusaem fo noitavacxe ni krowhtrae
ot ekat stnemerusaem morf worrob pits
gnidulcni kcor gnittuc shall eb edam as :swollof or cutting,
noitavacxe shall eb dekrow tuo morf ‘6Iling’
4 erehW eht noitavacxe is ni sehcnert ro ( ees 4.3 .)

morf worrob pits ni ylriaf mrofinu ,dnuorg
4.2.2 gnisserD ro gnimmirt sides fo snoitavacxe
eht stnemerusaem fo gnittuc sehcnert ro
and gnillevel ro gnidarg and gnimmar fo smottob
worrob pits shall eb .edam daeD‘ ’nem ro
shall eb debircsed htiw eht meti fo
excavation
’selat-llet‘ yam eb tfel at elbatius slavretni
tpecxe ni eht esac fo hguor noitavacxe ( ees 4.5 1.
ot enimreted eht egareva htped fo
.noitavacxe 4.2.3 llA noitavacxe shall eb derusaem ni
b) erehW eht dnuorg is ton ,mrofinu slevel evisseccus stages fo 5’1 m stating eht commencing
shall eb nekat erofeb eht start, retfa etis .level sihT shall ton ylppa sesacffot erehw on
ecnaraelc and retfa eht noitelpmoc fo eht tfil is devlovni as ni edisllih .gnittuc
krow and eht ytitnauq fo noitavacxe ni
4.2.4 llA noitavacxe shall yllareneg eb debircsed
gnittuc detupmoc morf eseht .slevel
as etavacxe‘ and teg .’tuo gnitteG tuo shall
lc erehW detargetnisid/tfos kcori and drah edulcni gniworht eht detavacxe htrae at tsael eno
kcor era dexim eht tnemerusaem rof eht ertem ro 3/l htped ( ees etoN ) fo noitavacxe
latot ytitnauq shall eb edam yb dohtem )a( revehcihw is erom raelc fo egde fo eht .noitavacxe
ro/dna )b( nevig .evoba ehT drah kcor ehT tneuqesbus lasopsid fo surplus detavacxe
detavacxe shall eb dekcats and derusaem lairetam shall rehtie eb detats as a etarapes meti
ni .kcats ehT ytitnauq fo eht drah kcor ro dedulcni htiw eht meti fo noitavacxe stating
detavacxe shall eb devirra at yb gniylppa eht .dael
detpecca-erp snoitcuded ( detats as a rep nI
NOTE - special cases where disposal area is
egatnec ) rof .sdiov morF eht latot limited or where application of this requirement is
ytitnauq fo eht erutxim eht ytitnauq fo impracticable, the person in-charge may adopt a berm
drah kcor detavacxe thus devirra at shall of reduced width in any case not less than 600 mm
provided the material being excavated is sufficiently
eb detcuded ot krow tuo eht ytitnauq fo
stable and shoring is designed to carry the additional
eht detargetnisid/tfos kcor .detavacxe loads.

2
IS 1200 ( Part 1) : 1992
4.2.5 nI esac fo eht gniwollof ,skrow dezirohtua 4.6 Surface Excavation
seititnauq ( detaluclac no eht basis fo dezirohtua
gnikrow ecaps ) ro esoht yllautca ,detavacxe noitavacxE gnideecxe 5’1 m ni htdiw as llew as
,revehcihw era less, shall eb :derusaem OI 2m no plan tub ton gnideecxe 300 mm ni
htped shall eb debircsed as ecafrus‘ ’noitavacxe
and derusaem ni erauqs .sertem
)a nI krow hcihw seriuqer ;krowmrof
)b nI krow hcihw lliw eb derevoc yllanretxe 4.7 Excavation Over aerA
htiw a damp foorp ;gnirevoc
noitavacxE gnideecxe 5’I m ni htdiw as llew as
)c nI krow hcihw lliw eb derevoc yllanretxe OI 2m no plan, and 300 mm ni htped shall
htiw evitcetorp yrnosam krow fo ,kcirb eb debircsed as noitavacxe revo saera and
,enots tsacerp ,etercnoc ;cte . derusaem ni cibuc .sertem
)d sehcnerT hcihw era ot eviecer tsop -noisnet
4.8 Excavation in Trenches for Foundations and
de etercnoc dnuorg ;smaeb
for Pipes, Cables, etc
)e laicepS skrow ekil ,gnitinug ;cte and
noitavacxE ni sehcnert rof snoitadnuof and rof
)f nI krow hcihw seriuqer nemkrow ot etarepo ,sepip ,selbac ,cte ton gnideecxe 5’1 m ni htdiw
morf .edistuo and rof ,stfahs ,sllew stipssec and eht ekil ton
gnideecxe 10 2m no plan shall eb os debircsed and
4.2.5.1 desirohtuA gnikrow ecaps shall eb laiceps derusaem ni cibuc .sertem
ni hcae .esac erehW desirohtua gnikrow ecaps
4.8.1 ehT dezirohtua seititnauq ( detaluclac no
is ton os deificeps eht gniwollof shall :ylppa
eht basis fo dezirohtua htdiw ) ro esoht detavacxe
revehcihw era less shall eb derusaem ni esac fo
600 mm derusaem morf eht ecaf fo sub-
noitavacxe rof ,sepip ,selbac .cte roF eht esoprup
erutcurts ( gnidulcni evitcetorp ,serusaem fi
fo gnitaluclac eht ,stnetnoc snoitces-ssorc shall eb
)yna at tsewol ,level erehw artxe gnikrow
nekat at elbatius .slavretni ehT desirohtua htdiw
ecaps is .deriuqer nI ,noitidda rof meti d( )
shall eb deificeps ni hcae .esac ( tnaveleR naidnI
nevig ni 4.2.5 d( ) eht artxe htgnel at hcae
Standards, fi ,yna yam eb detlusnoc rof
dne shall eb 5’I .m
secnadiug .)
4.2.6 gnirettaB and gnihcneb shall eb deificeps
4.8.2
and derusaem gnola htiw main meti fo .noitavacxe Excavation Trenches,for Foundations
roF htped gnideecxe 1 ,m an ecnawolla fo
4.3 Filling 50 m/mm htped rof hcae edis fo hcnert shall eb
dedda ot eht deificeps .htdiw
4.3.1 lautcA tnemerusaem fo llif shall eb -taluclac
de yb taking slevel fo eht lanigiro dnuorg erofeb 4.9 Post Holes
start fo eht krow retfa etis ecnaraelc and retfa
tnednepednI tsop seloh ( ro ralimis seloh ,) hcae
noitcapmoc fo eht llif at elbatius slavretni and
ton gnideecxe 5’0 ms, shall eb detaremune and
eht ytitnauq fo llif detupmoc morf eseht .slevel
eht noitpircsed shall edulcni ,nruter llif and mar

and lavomer fo surplus .liops
4.3.2 snoitcudeD shall eb edam morf lautca
ni.stnemerusaem all sesac fo sllif tpecxe rof sroolf 4.10 ,nruteR Fill and Ram
as ni 4.12 ot evirra at ten tnemerusaem fo gnillif
desab no detpecca-erp ro deificeps noitcuded ,gninruteR gnillif and gnimmar fo excavated earth
erehw ton debircsed htiw eht meti fo noitavacxe
( detats as egatnecrep ) rof .sdiov
shall eb derusaem ni cibuc sertem and shall
edulcni gnidaerps ni sreyal ton gnideecxe 200 mm
4.3.3 fI eht gnillif is deniatbo morf eht worrob
ni ,htped ,gniretaw llew gnimmar and .gnillevel -
pits ti shall eb derusaem morf worrob.eht pits as
’noitavacxe‘ ( ees 4.2 .) 4.11 stnemknabmE
4.4 Surface Dressing gnimroF stnemknabme and gnillif ot ekam up
slevel shall eb derusaem ni cibuc sertem and shall
gnimmirT fo larutan ,dnuorg detavacxe ecafrus edulcni eht noitamrof fo .sepols fI eht lairetam
and dellif up aera ot evomer noitategev ro/dna is ot eb detisoped ni ,sreyal this shall eb debircsed
small seitilauqeni ton gnideecxe 05I mm peed stating eht ssenkciht fo hcus .sreyal ehT dohtem
shall eb debircsed as ecafrus gnisserd and fo noitadilosnoc shall eb .debircsed ehT -erusaem
derusaem ni erauqs .sertem tnem shall eb nekat ni evisseccus stages fo 5’1 m
stating gnicnemmoc .level nI esac fo laiceps
slios ekil eniram ,yalc eht ecnawolla rof egnahc
4.5 Rough Excavation ni eht lanigiro slevel eud ot daol fo an -knabme
tnem shall eb .deificeps
noitavacxE ton gniriuqer gnisserd fo sides and
mottob and noitcuder ot tcaxe ,slevel hcus as 4.12 gnilliF rednu sroolf shall eb derusaem ni
gninniw htrae morf worrob pits, edisllih ,gnittuc cibuc sertem and shall edulcni gnidaerps ni
.cte shall eb debircsed as hguor noitavacxe and sreyal ton gnideecxe 200 mm ni htped ,gyiretaw
derusaem ni cibuc .sertem llew gnimmar and .gnillevel
3
SI 1200 ( Part 1 ) : 1992
5 LEAD AND LIFT derusaem ni erauqs sertem fo ecaf ,detroppus
and ;depuorg yletarapes ni stages fo 5’1 .m
5.1 Lead
ehT ecnatsid rof lavomer shall eb derusaem revo 6.1.1 ehT noitpircsed shall edulcni esu and etsaw
eht tsetrohs elbacitcarp etuor and ton ylirassecen fo all yrassecen rebmit ,krow gnidulcni ,selaw
eht etuor yllautca .nekat secnatsiD ton -deecxe struts and nepo ro esolc gnilop ,sdraob rieht
gni 250 m shall eb derusaem ni units fo gnixif and tneuqesbus .lavomer
50 .m ecnatsiD gnideecxe 250 m and ton
gnideecxe 500 m shall eb derusaem as a 6.1.2 gniknalP and gnitturts ot eht gniwollof shall
etarapes .meti sdaeL- dnoyeb 500 m shall eb derusaem ;yletarapes
eb derusaem ni units fo 500 ,m that is, ereht lliw
eb eno meti rof dael gnideecxe 500 m and ton )a ;sehcnerT
gnideecxe 1 000 ,m rehtona meti rof dael -deecxe
gni 1 000 m and ton gnideecxe 1500 m and os )b saerA ( eht noitpircsed shall edulcni esu
no up ot 5 .mk erehW eht dael sdeecxe 5 ,mk and etsaw fo gnikar serohs ;) and
ti lliw eb derusaem ni units fo 1 ,mk flah mk and
)c ,stfahS ,sllew ,stipssec selohnam and eht
evoba eb denokcer as eno and less than flah
.ekil
ertemolik shall eb .derongi
5.1.1 ehT noitpircsed fo smeti shall edulcni 6.1.3 erehW ylthgit nevird esolc ttub detnioj
gnidaol and .gnidaolnu gniteehs is yrassecen as ni eht esac fo gninnur
sand, eht meti shall eb derusaem yletarapes and
5.1.2 fI liops spaeh gniriuqer gnildnah-er evah eht gnikcap fo seitivac dniheb gniteehs htiw
emoceb detadilosnoc eud ot passage fo emit ro elbatius lairetam shall eb dedulcni ni noitpircsed
yna rehto ,nosaer ti shall eb os detats and hcus of the meti
spaeh shall eb derusaem .yletarapes
6.1.4 gniknalP and gnitturts deriuqer ot eb tfel
5.1.3 roF eht esoprup fo stnemerusaem fo ,dael yltnenamrep ni noitisop shall eb derusaem
eht aera detavacxe shall eb dedivid otni elbatius .yletarapes
skcolb and rof hcae kcolb eht ecnatsid morf eht
ertnec fo eht kcolb ot ertnec fo decalp htrae
7 GNIVOMER SEERT AND SEGDEH
gniniatrep ot this kcolb shall eb nekat as .dael
5.2 Lift ton7.1 gnideecxe gniraelC fo 300 shrubs, mm htrig ,doowhsurb shall eb derusaem small seert ni
tfiL shall eb derusaem morf dnuorg .level erauqs ,sertem and shall meed ot edulcni lavomer
noitavacxE up ot 5’1 m htped woleb dnuorg and .lasopsid ehT htrig shall eb derusaem at
level and gnitisoped detavacxe lairetam no eht 1 m evoba dnuorg .level
dnuorg shall eb dedulcni ni eht meti fo krowhtrae
rof suoirav kinds fo .lios artxE tfil shall eb 7.2 gnittuC nwod segdeh and lavomer fo secnef
’derusaem ni tinu fo 5’1 m ro trap .foereht shall eb ylluf debircsed and derusaem ni gninnur

suoivbO stfil shall ylno eb ;derusaem that is stfil sertem and shall meed ot edulcni lavomer and
tnerehni ni eht dael eud ot dnuorg epols shall ton .lasopsid
eb derusaem ( tpecxe rof dael up ot 250 m .)
7.3 gnittuC nwod seert fo 300 mm htrig and revo
nehW htrae has ot eb deirrac revo a bank/
up ot 1 000 mm htrig shall eb detaremune as eno
noitcurtsbo and depmud dnoyeb ,ti eht tfil shall
.meti ehT gnittuc nwod fo seert gnideecxe
eb eht ecnereffid ni level neewteb eht ertnec fo
1000 mm ni htrig shall eb detaremune stating
ytivarg fo eht detavacxe htrae and eht pot fo
eht .htrig ehT htrig shall eb derusaem at eno
.noitcurtsnoc/knab
ertem evoba dnuorg .level ehT meti shall edulcni
gnippol fo sehcnarb and lavomer and .lasopsid
6 GNIKNALP AND GNITTURTS
6.1 ehT planking and gnitturts deriuqer ot 7.4 gniggiD tuo fo stoor gnidulcni gnikcats shall
dlohpu eht ecaf fo detavacxe ,htrae ,cte shall eb eb derusaem yletarapes and .detaremune
oreruB fo naidnI sdrrdoatS
SM is a yrotutats noitutitsni dehsilbatse rednu eht Bureau of hdian Standards Acf, 1986 ot
etomorp suoinomrah tnempoleved fo eht seitivitca fo ,noitazidradnats gnikram and ytilauq
noitacifitrec fo sdoog and gnid’oetta iot detcennoc srettam ni eht .yrtnuoc
tbgirypoC
SM has ebt thgirypoc fo all its .snoitacilbup oN trap fo eseht snoitacilbup yam eb decudorper
ia yna mrof tuohtiw eht roirp noissimrep ni gnitirw fo .SIB sihT seod ton edulcerp eht eerf ,esu
ni eht esruoc fo gnitnemelpmi eht standard, fo yrassecen ,sliated hcus as slobmys and ,sezis epyt
ro edarg .snoitangised seiriuqnE gnitaler ot thgtrypoc eb desserdda ot eht rotceriD
( snoitaciibuP ,) .SIB
noisiveR fo aaidnJ &adnatS
naidnI Standards era deweiver yllacidoirep and ,desiver nehw yrassecen and ,stnemdnema fi
,yna era issued morf emit ot .emit sresU naidnI Standards dluohs niatrecsa that yeht era ni
of
noissessop fo eht tsetal stnemdnema ro .noitide stnemmaC no this naidnI dradnatS yam eb
tacs ot SIB gnivig eht gniwollof :ecnerefer
toD : No CED 44 )7305(
stnemdmremA deussI c@ai8 aoitrcilboP
dnemA .oN etaD fo eussI txeT detce8A
UAERUB FO NAIDNI SDRADNATS
:sretrauqdaeH
Manak ,navahB 9 rudahaB Shah rafA Marg, weN ihleD 110002

senohpeleT : 33101 31, 331 13 75 smargeleT : Manaksanstba

( nommoC ot all seciffO )
lanoigeR seciffO : enohpeleT
lartneC : Manak ,navahB 9 rudahaB Shah rafaZ Marg 331 01 31
WEN IHLED 2000ll 1 331 13 73
nretsaE : 41/l C. 1. .T emehcS IIV M, V. .I .P ,daoR alotkinaM 37 84 99, 37 85 61,
ATTUCLAC 700054 f 37 86 26, 37 86 62
53 38 43, 53 16 40,
nrehtroN : SC0 ,644-544 rotceS 35X, HRAGIDNAHC 160036
1 53 23 84
235 02 16, 235 04 42,
nrehtuoS : .6 .I .T Campus, VI ssorC ,daoR MADRAS 60011. 3
I 235 15 19, 235 23 15
nretseW : ,ayalakanaM 9E MIDC, ,loraM irehdnA ( East ) 632 92 95, 632 78 58,
YABMOB 400093 632 78 91, 632 78 92
sehcnarB : ,DABADAMHA ,EROLAGNAB ,LAPOHB ,RAWHSENABUHB ,EROTABMIOC
,DABADIRAP ,DABAIZAHG ,ITAHAWUG ,DABAREDYH JAIPUR, ,RUPNAK
,WONKCUL ,ANTAP .MARUPAHTNANAVURIHT
--
yhpargorpeR ,tinU ,SIB weN ,ihleD aidnI