1200 4

1. 18 1200 (Pace IV) 1976

Indian Standard (sestirmed 1937)

METHOD OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS
PART IV STONE MASONRY

(Third Revision )

‘Thin Reprise MAY 1993

© Caprice 1976
BUREAU OF INDIAN STANDARDS

Home 1976

2. 1811200 (Pare IV) = 1076.

Indian Standard

METHOD OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS
PART IV. STONE MASONRY

(Third Revision)

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4. 1511200 (Part 1V)-1976

Indian Standard

METHOD OF MEASUREMENT OF BUILDING
AND CIVIL ENGINEERING WORKS
PART IV STONE MASONRY

(Third Revision )

0. FOREWORD

Jas adopted De

important place in, planning an
rom the ume of Be

‘xr between practice followed by on co
ai Beten vacio Coal nd Sat Govern depa
And ancl organizations
‘nthcation of he various
Sit permits a wider > vi engineering contrac
And Emirats ambigu and misusdernandings arg out oF
Fa understanding of various musas

‘Among the varon civil engintrng itm, mensurement of building
Fat fe taken for sundandiration and ths standard, having

rons relating e a baiding work, was fe pub

void in 1964 and 1070

Sete la at sel
cin ey rd and a cel a ey in econ
Should be expande over tv engineering works ie Indus

s

5. 1511200 (Part 1V)-1916

are mot related to one another, the Sectional

Ip o specie seein

Engineering works was, three,

1 In the courte of we of this standard in the past ve years, based on
gio Reed, eran venden wee ined to this standard by
the Sedona Commitee and the hed reviso har ben prepared vo 8 6

92 For the pupo of deciding wheter a particular réqirement of his

‘apresting the reals al measurement, shall bo rounded SI In sende
mee with 1S: 21000). "The number of signibcant pla

founded off valve shouldbe the same ae shat of the specie al
nadar

1. SCOPE

‘masonry in buildings and civil engineering work.

21 Clubbing of Ieeme— lem may be clubbed together provided
tine breakup of clubbed eos on the ha of detailed done
(feos a ated tn thas standard
22 Beoking of Dimensions — In booking dimensions, the order shall
tart generale ithe sonen E length, breadth or wath
Sh height or depth or cines,
sata All work shall be measured net in the decimal
fred tn is plac, un oterviwe sated bee ss given

2) Dimensions shal be measured 1 the nearest 001 m.
1) Area shall be worked au to the nearer DO! m, and
©) Cube comento shal be worked out tothe nearest 001 m
24 Description of Im — Description of each, tem shall, unless
eche rated, a held © includ, conveanon, delivery, odia

Sloe, storing, wane, Teuraing of pack too and

6. 181 1200 (Pare 1V) 19

All measurement of cutting sa, uns otherwise tated,

ach, such aren shall refer only to opening or void within

sted the followin

© Work interrupted by tides, and
high and Lo water cor tall bo

based ais pte sic in ade

Workskalt be measured in the allowing

13) Below ground) dato He, and
1%) Above ground/datam line

3. WALLING

31 Type of tone, kind of walling and mis of mortar ill be described
Fm SP general wang shal be deed to include te allowing

©) Rough cating aod warte for forming able, core of archer,
{lags st ave andthe like and all ong cag tthe Body oF

7. 1613200 (Part 1V)-1976

Leaving bol for pies and similar tess
Buildng-in hola, ir rick, xing Dis, et

Bedding wall plate, Natl, sil, rot tls, corygated shee
Sin Sron wall if noc entered in rerpctve under

Building in ende of joists, beams, atl ete, and making goad
Focming openings and Bue for which no deduction is made
(ss,

LA Random or uncoured rable walling brought upto cous: ball,
measured separat Pop minimum and maximum heights of

rear on plan toa men radius exceeding 6m
a vn general walling

‘RLS The felling cles of werk shall be included with general

acered stone masonry (measured et). Battered sae shall
however, be measured para) In square eter ay an ee

Enver or beam filing, vo deduction being made for jo

Stone walling in chimney brea, chimney stacks; smoke or

©) Planers,

4. MEASUREMENT

Aa Except where otherwise stated, sone massery generally shall be
‘chatted in able mete and face work In square mere

8. 18 1200( Pace 1¥)-1976

ducion or addition shall be made fr the lowing:
nds of disimilar materials (shat, jis, beams, intl, port
ters, paras, tout, col ep, te} ep to DA mi

Weal lates, pl plate, and easing ab, CHATTAS and be
nat extend over the full thieknest of wall; e

Cement concrete blocks for holt, holding down bok andthe

pine pt 300 mm diameter and

th mole bat Rae) pol ecos O00 mé ech So

al be measuned at sly and mo era measurement

‘Se pargciing and coving such Rol), Where fe)

dm la eee eas deduction shal be made for thet
refs) shal be measured a running metres

Aporte fr eines sal ot be deducted

{End do entra labour all De mare or spaying of jamb and

44 PillarsjColemna—Pilars/clumes shall be fully decribed and
red neue mics. nce shall de messed in the flowing

1) Rectangular or polygonal on plan
1) Carved on plan to any radon and

9 Any other po

3. STONE NOGGING

1 Stone nogging shall be measured in square metes sai thicken
SE wall and shal ee face wont to both ler. Denson hall be

9. SAA Timber work shall be encaured separately [ie 18: 1200
Part ON,
6. STONE MASONRY IN ARCHES AND VAULTS

AE

‘With thin sais or sates shall be measur dare metres (as Tenth
maple by width top course

8. LEVELLING UP
and the mate gh as concrete oe nas 1 De wild In leveling up
‘al be deve

3. FACINGS

BA IF facing tner are the same as thse urd in body of walling,
ditional wrk voted in Being tone sal be deveribed ar “exes
‘hee wang

BALL IF stones are tobe dened on beds and joints it tall be so

212 cng ons a inf sd in body of walling,

facings moy be and se a Kr
‘ed average bed shall be sa
described aná number per square mir tated. Bonding to sn

ireular facings exceeding 6 m radios on plan
‘all bended with general ing '

10. 15+ 1200 (Pare 1V)-1976
10. ARCHES IN FACINGS

104 Dresing 10 arches in faced work shal be mesure in square mere
‘measured on fae and enpomd pol rv of arch and with of soe sail

‘tated and ois decribed. Ia eae of arches In random rubble,
‘attngofsewocls and over and under arches shall be included wi
She im. ‘Caving over arches, shembacky ste, In Superior Se
‘sewer hal be case separa Dn running met

1H, ANGLES IN FACINGS

1.2 External angles in facings shall o mern in running metres and
sonia stoner Re larger thon general facing ones het average aan
hall be intel. 17 edge margin of quoin stones ave dalle, hs sll
Re died rating mist of dra

ILL Squine, birdemouths, splayed or rounded angles and the ike
hal ach be measured parte) In running meres ang width of
‘play org of rounded gle

2 Squints, birdemouibs and external and internal angle to
‘ated facings ial each be eared separately im running mere; if
in sone to battered cage have hriomal join, then sal Beso
Es

12. CHASES, REBATES, ETC

121 Cutting chase, bats, hrstings, grooves, ae, in walling shall be
Massed I Suar meta ing’ git and cle acc e

that fellows except tn ea of Dona which shall be mean
Separate:

3) Not exceeding 10 em in git and
1) Baceeding 10 em but not exceding 20 em in eth

1241 Chases, rebato, te, exceeding 20cm in git, shall be measured
in square metas (ith sped by length),

15. CUTTING HOLES

19. Cutting holes through walling and making god sll be measured
per centimetre of depth of cating and shal be eased as flows:

2) Mates not exceeding 400 mt in asas and
1) oles excendin 400 em? and not exceeding 01 min res

14, CUTTING OPENINGS

Ma in area shall be measured in

11. 1811200 (Part 1V)-1916

15, TOOTHING AND BONDING
15. Where new walls are bonded to exiting walls, an tem of labour
nd material In sung, toting sod bonding shall be measured I
site of toothings required to bo eat in the existing. work shall be
Er

6. DRESSED STONEWORK

164 Stonework a in sil, sep, ring cour, comics, nlumay, cap
“oping lintels ee, shall sacl be mer in suble motes. Type of
‘runing shall be described and menured in guar mers s estr
162 Dresed stonework sin CHAJJAS, JALLIES, shelves and the Tike
‘Hall be described as mencured in uate eres (Ile of Beating
163 Each stone shall be measured as smallest rectangular block from
‘hich Boiied ded stone can De won

ADDITIONAL LABOUR IN DRESSED STONEWORK
174 The flowing labour shall be mewsared separately in squat mes

Wen enteedng 16 tm in gr or width anda anni rr wot

15) Moulded work a in cornices (gr of moulding measured

172 The following labour shall be meaed separately in numning
Dicc een lcd 1 a wid opi eles ced 16
3) Chase, aries, r splays ot encoding 13 em in mid;
3) Cramer, aro, or slo exceeding 13 m bu mt excreding
Kr
©) RoundedDullnes-ange or mouldings or hollow anges
4) Rebate, grooves {aqure ollow or dovetailed) in cac;
Retna, grooves (square hallo or dovewaled) fr Jin,
anne fi ce and
1) Gating ch dated margin

123 Drilling or euting holes shall be emumernted stating diameter 0
Bole and i op

174 Cutting rectangular or dovetailed mortice In dsd stones shall be
‘rumerated stating Are in able centimetre, and running with cement 0
ead hal de dered

12. 1511200 (Pare 1V)-197

18. STOPS, MITRES, ETC
18.2 Stops tres and returoed ends sal be dvesibe and enumerated

19. FIGURES, LETTERS, ETC.
291 Cured garen, her, shall be deb and enumerated
28, BOULDER WORK
204 Bost m stating sin 0
ers and cal a fo
3) Boulder ling dry hand-packe,
À) Boulder walling dy, and
©) Boulder walling in mortar sting mix of mortar

13. BUREAU OF INDIAN STANDARDS

evans Os Fangio

Po” Numero! Shh Mr, rat, ARMADABAD 300001
RP fr os Rat

sro Coie Eh is

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