Sum m a ry
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
A . Ba c k to Ba sis – Why d o w e use Bills o f Q ua ntitie s :
B. Sta nd a rd Me tho d o f Me a sure m e nt
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R C O NSTRUC TIO N WO RK S IN INDO NESIA
A . Histo ry a nd De v e lo p m e nt
PA RT 1
PA RT 1
WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT ?
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
A . Ba c k to Ba sis – Why d o w e use Bills o f Q ua ntitie s ?
The BQ
The BQ is a sta nd a rd p ric ing d o c um e nt fo r use in c o m p e titiv e te nd e rs
To a ssist c o ntra c to rs e stim a to rs in p ric ing the Bills Q ua ntitie s sho uld b e :
A rra ng e d in a lo g ic a l fo rm a t
D e ta ile d
A c c ura te
C o nsiste nt
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
A . Ba c k to Ba sis – Why d o w e use Bills o f Q ua ntitie s ?
The p urp o se o f a BQ
The p rim a ry p urp o se s o f o ur Bills o f Q ua ntitie s a re :
To p ro v id e a n o rg a nize d list o f ite m s w ith id e ntify ing d e sc rip tio ns a nd
q ua ntitie s, this e na b le c o ntra c to rs to p re p a re te nd e rs e ffic ie ntly a nd
a c c ura te ly
A nd .... a fte r a c o ntra c t ha s b e e n e nte re d into
p ro v id e a b a sis fo r the v a lua tio n o f w o rk e xe c ute d fo r inte rim
p a y m e nts
PA RT 1
WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT ?
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
B. Sta nd a rd Me tho d o f Me a sure m e nt :
A n SMM p ro v id e s c o nsiste nc y
So in o rd e r to re a p the b e ne fits o f using a BQ the d o c um e nt sho uld b e
p re p a re d in a c c o rd a nc e w ith a sta nd a rd m e tho d o f m e a sure m e nt
A n SM M p ro v id e s d e ta ile d info rm a tio n, c la ssific a tio n ta b le s a nd rule s
fo r m e a suring b uild ing w o rks.
The use o f a sta nd a rd rule s o f m e a sure m e nt in BQ p ro d uc tio n p ro v id e s
fo r c o nsiste nc y :
C o nsiste nc y w ithin the BQ d o c um e nt itse lf
C o nsiste nc y w ithin a n ind iv id ua l p ro fe ssio na l Q S p ra c tic e
If a d o p te d o n a na tio na l le v e l - C o nsiste nc y thro ug ho ut the
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
B. Sta nd a rd Me tho d o f Me a sure m e nt :
Why is C o nsiste nc y Im p o rta nt ?
It is im p o rta nt tha t the re is a c o nsiste nt, unifo rm b a sis fo r m e a suring
b uild ing w o rks in o rd e r :
to fa c ilita te c o m p a riso ns a nd b e nc hm a rking ,
to e nc o ura g e the a d o p tio n o f b e st p ra c tic e
to he lp a v o id m isund e rsta nd ing s
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
B. Sta nd a rd Me tho d o f Me a sure m e nt :
The C urre nt situa tio n in Ind o ne sia
A t p re se nt the re a re a s m a ny m e tho d s o f m e a sure m e nt use d in Ind o ne sia a s
the re a re p ro fe ssio na l Q S c o m p a nie s.
So m e a re v e ry d e ta ile d
So m e a re v e ry b a sic a nd d o no t a d d re ss a ll ty p e s o f w o rk
A ll a re d iffe re nt
Tha t m e a ns tha t w he n a p a c ka g e is te nd e re d the e stim a to r ha s to re a d a nd
fully und e rsta nd the rule s o f the M O M
The se ta ke s tim e d uring a tig ht te nd e r p e rio d
It c a n le a d to m isund e rsta nd ing s a nd m ista ke s in p ric ing
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
B. Sta nd a rd Me tho d o f Me a sure m e nt :
The so lutio n
A ll d e v e lo p e d c o untrie s ha v e the ir o w n a d o p te d SM M ’ s
A ustra lia , UK, HK, Sing a p o re a ll ha v e the ir o w n sta nd a rd m e tho d s
It’ s tim e fo r Ind o ne sia to ha v e its o w n Sta nd a rd M e tho d o f
PA RT 1 : WHY DO WE NEED A STA NDA RD METHO D O F MEA SUREMENT
B. Sta nd a rd Me tho d o f Me a sure m e nt :
The G o o d Ne w s
IQ SI ha v e d e c id e d to a d o p t the SM M d e v e lo p e d b y La ng d o n & Se a h
PA RT 2
THE STA NDA RD METHO D O F MEA SUREMENT FO R
PA RT 2
THE STA NDA RD METHO D O F MEA SUREMENT FO R C O NSTRUC TIO N WO RK S
IN INDO NESIA ?
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
A . Histo ry a nd De v e lo p m e nt
In 2000 Pe te r Ro b inso n a nd m y se lf re turne d to Ind o ne sia a nd to g e the r
w ith Ib u Ha e lly Ha m id se t up a ne w p ro fe ssio na l Q S C o nsulta nc y c a lle d
Q UA NTEC H
The c o m p a ny w a s ne w a nd ind e p e nd e nt
W e ha d a b la nk sla te to d ra w o n a nd so w e d e v e lo p e d ne w sta nd a rd
d o c um e nts inc lud ing :
Ne w c o nd itio ns o f c o ntra c t
Ne w p re lim ina rie s
Ne w e stim a ting fo rm a t
Ne w BQ fo rm a t
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
A . Histo ry a nd De v e lo p m e nt
Fo r the sta nd a rd m e tho d o f m e a sure m e nt w e w a nte d to c re a te a
d o c um e nt tha t w a s :
Ba se d o n lo c a l m a te ria ls a nd c o nstruc tio n te c hniq ue s
Suita b le fo r lo c a l e stim a ting m e tho d s
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
A . Histo ry a nd De v e lo p m e nt
W e re v ie w e d m a ny sta nd a rd m e tho d s fro m a ro und the g lo b e
So m e w e re p a ra g ra p h fo rm a ts so m e w e re ta b ula r fo rm a ts
W e o p te d fo r a ta b ula r fo rm a t sim ila r to SM M 7 fro m UK a nd the
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
A . Histo ry a nd De v e lo p m e nt
A s m a ny p ro je c ts in Ind o ne sia ha v e Sp e c ific a tio ns fro m :
A m e ric a n c o nsulta nts
lo c a l c o nsulta nts w ith A m e ric a n sty le Sp e c ific a tio ns
w e d e c id e d tha t o ur SM M w o uld b e b a se d o n the 16 d iv isio n fo rm a t
use d in No rth A m e ric a n sp e c ific a tio ns.
The se 16 d iv isio ns a re furthe r d iv id e d into E1 d iv isio ns in the SM M
The se d iv isio ns ha v e re fe re nc e num b e rs b a se d o n the USA p ub lic a tio n
"M a ste rFo rm a t; M a ste r List o f Num b e rs a nd Title s fo r the C o nstruc tio n
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
A . Histo ry a nd De v e lo p m e nt
A fte r a fe w y e a rs inp ut
The fo rm a l Eng lish v e rsio n w a s issue d in 2003
A Ba ha sa Ind o ne sia v e rsio n w a s issue d in 2012
The Ba ha sa Ind o ne sia v e rsio n is the d o c um e nt tha t IQ SI ha v e a d o p te d
PA RT 2
THE STA NDA RD METHO D O F MEA SUREMENT FO R C O NSTRUC TIO N WO RK S
IN INDO NESIA ?
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
1. Intro d uc tio n
1.1 The Sta nd a rd M e tho d o f M e a sure m e nt o f C o nstruc tio n W o rks in
Ind o ne sia ( the ISM M ) p ro v id e s a unifo rm b a sis fo r m e a suring
c o nstruc tio n w o rks a nd e m b o d ie s the e sse ntia ls o f g o o d p ra c tic e .
1.2 The rule s a p p ly to m e a sure m e nt o f p ro p o se d w o rk a nd e xe c ute d
w o rk.
1.3 W o rk is he ld to b e c a rrie d o ut in a c c o rd a nc e w ith the re le v a nt
sp e c ific a tio n a nd d ra w ing s a s tho ug h tho se d o c um e nts w e re fully
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
2. Use o f the ta b ula te d rule s
2.1 The rule s in this d o c um e nt a re se t o ut in ta b ula r fo rm . Ea c h ta b le is
sp lit into thre e p a rts:
a ) Info rm a tio n to b e p ro v id e d : w hic h lists a ny info rm a tio n w hic h is
re q uire d to sup p o rt the Bill o f Q ua ntitie s
b ) C la ssific a tio n ta b le : w he re the m a in c o m p o ne nts o f the
d e sc rip tio n a re se t o ut
c ) Rule s : fo r the p re p a ra tio n o f the Bill o f Q ua ntitie s se p a ra te d into
thre e c o m p o ne nts; m e a sure m e nt rule s, d e finitio n rule s a nd
05100 S truc tural S teelwork
P 2 S urfac e treatment prior to delivery
P 3 S urfac e treatment prior to erec tion
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
2. Use o f the ta b ula te d rule s
2.2 The c la ssific a tio n ta b le is sp lit into thre e c o lum ns.
Ea c h ite m d e sc rip tio n in the Bill o f Q ua ntitie s sha ll id e ntify the w o rk
it re fe rs to b y d e sc rip tiv e fe a ture s d ra w n fro m e a c h o f the c o lum ns
in the c la ssific a tio n ta b le .
2.3 The lists in e a c h c o lum n a re no t inte nd e d to b e e xha ustiv e a nd
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
2. Use o f the ta b ula te d rule s
2.4 W ithin the c la ssific a tio n ta b le , w he re m o re tha n o ne unit o f
m e a sure m e nt is sho w n a g a inst o ne ite m , the units o f m e a sure m e nt
g iv e n m a y b e use d a s a lte rna tiv e s. The a lte rna tiv e se le c te d m ust
b e c o nsiste nt w ith the c o rre sp o nd ing d e sc rip tio n o r rule s.
2.5 Ev e ry thing a b o v e the b o ld ho rizo nta l line , w hic h is im m e d ia te ly
b e lo w the c la ssific a tio n ta b le he a d ing , is a p p lic a b le thro ug ho ut
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
2. Use o f the ta b ula te d rule s
2.6 M e a sure m e nt rule s se t o ut w he n w o rk sha ll b e m e a sure d a nd the m e tho d b y w hic h q ua ntitie s sha ll b e c o m p ute d.
2.7 D e finitio n rule s d e fine the e xte nt a nd lim its o f the w o rk re p re se nte d b y a w o rd o r e xp re ssio n.
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
3. Q ua ntitie s
3.1 W o rk is m e a sure d ne t a s fixe d in p o sitio n.
3.2 D im e nsio ns use d in c a lc ula ting q ua ntitie s sha ll b e ta ke n to the
ne a re st 10m m ( i.e . 5m m a nd o v e r sha ll b e re g a rd e d a s 10m m a nd
le ss tha n 5m m sha ll b e d isre g a rd e d ) . This rule sha ll no t a p p ly to a ny
d im e nsio ns sta te d in ite m d e sc rip tio ns.
3.3 Q ua ntitie s sha ll b e g iv e n to the ne a re st w ho le unit e xc e p t tha t a ny
q ua ntity le ss tha n o ne unit sha ll b e g iv e n a s o ne unit. W he re the
unit o f m e a sure m e nt is the he c ta re o r the to nne , q ua ntitie s sha ll
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
3. Q ua ntitie s
3.4 Unle ss o the rw ise sta te d , w he re m inim um d e d uc tio ns fo r v o id s a re
d e a lt w ith in this d o c um e nt the y sha ll re fe r o nly to o p e ning s o r
b lo c k-o uts w hic h a re w ithin the b o und a rie s o f m e a sure d a re a s.
O p e ning s o r b lo c k-o uts w hic h a re a t the b o und a rie s o f m e a sure d
a re a s sha ll a lw a y s b e the sub je c t o f d e d uc tio n irre sp e c tiv e o f size .
3.5 The re q uire m e nt to m e a sure se p a ra te ite m s fo r w id ths o r g irths no t
e xc e e d ing a sta te d lim it sha ll no t a p p ly w he re the se w id ths a re
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
4. De sc rip tio ns
4.1 W he re w o rk is re q uire d to b e d e sc rib e d a s c urv e d it sho uld furthe r
b e d e sc rib e d w he re the c urv e is in m o re tha n o ne p la ne suc h a s in
d o m e d w o rk.
C urv e d w o rk is he ld to inc lud e :
( a ) a ll junc tio ns b e tw e e n stra ig ht a nd c urv e d w o rk
( b ) w o rk w hic h is fle w ing
4.2 W he re size s a re re q uire d to b e g iv e n in d e sc rip tio ns the y m a y b e
g iv e n in ra ng e s w he re a p p ro p ria te .
Exa m p le s : “up to 100 m m hig h”
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
4. De sc rip tio ns
4.3 W o rk in re p a irs sho uld b e g iv e n se p a ra te ly a nd d e sc rib e d a s "in
re p a irs" o r furthe r d e sc rib e d a s ne c e ssa ry to c o nv e y the na ture o f
the re p a ir w o rk.
4.4 D im e nsio ns a re sta te d in d e sc rip tio ns g e ne ra lly in the se q ue nc e
le ng th, w id th, he ig ht. W he re a m b ig uity c o uld a rise , the d im e nsio ns
sha ll b e id e ntifie d . D im e nsio ns in the ite m d e sc rip tio ns m ust b e
sta te d in m e tre s o r m illim e tre s; c e ntim e tre s a re no t to b e use d.
Exa m p le “ kitc he n c up b o a rd 2,500 m m lo ng x 600 m m w id e x
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
4. De sc rip tio ns
4.5 Info rm a tio n re q uire d b y the rule s o f this m e tho d o f m e a sure m e nt
m a y b e g iv e n in d o c um e nts se p a ra te fro m the Bill o f Q ua ntitie s
( e g . sp e c ific a tio n o r d ra w ing s) .To a ssist the e stim a to r a c ro ss
re fe re nc e m a y b e g iv e n in p la c e o f the info rm a tio n w ithin the
d e sc rip tio n o f the ite m c o nc e rne d .
Exa m p le “ kitc he n c up b o a rd 2,500 m m lo ng x 600 m m w id e x
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
4. De sc rip tio ns
4.6 W o rk is he ld to inc lud e fo r fixing thro ug h a ny ty p e s o f finishe s
a p p lie d to the surfa c e o f the b a se inc lud ing g la ss, sto ne , c e ra m ic
a nd a ny o the r v ulne ra b le m a te ria l.
4.7 The use o f a hy p he n b e tw e e n tw o d im e nsio ns sig nifie s a ra ng e o f
d im e nsio ns e xc e e d ing the first d im e nsio n sta te d b ut no t e xc e e d ing
the se c o nd .
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
4. De sc rip tio ns
4.E W o rk is he ld to inc lud e :
( a ) A ll te m p o ra ry w o rk a s ne c e ssa ry a nd its sub se q ue nt re m o v a l
( b ) A ll p e rm a ne nt w o rk in sup p o rts, fixing s a nd the like w hic h m a y no t b e
d e sig ne d b ut a re re q uire d to c o rre c tly insta ll the ite m
( c ) W o rking in c o nfine d sp a c e s
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
5. C a ta lo g ue d o r sta nd a rd c o m p o ne nts
5.1 A c ro ss re fe re nc e to a c a ta lo g ue o r to a sta nd a rd sp e c ific a tio n m a y b e
g iv e n in a n ite m d e sc rip tio n inste a d o f the d e sc rip tio n re q uire d b y the
rule s.
Exa m p le “ kitc he n c up b o a rd 2,500 m m lo ng x 600 m m w id e x
850 m m hig h” e x ... M o d e l no KC 002-300 M
5.2 W he re a n ite m is sp e c ifie d b y , o r re fe rs to , a m a nufa c ture r o r p ro p rie ta ry
p ro d uc t it is he ld to b e fixe d a nd to inc lud e a ll fixing s a nd a c c e sso rie s in
a c c o rd a nc e w ith the m a nufa c ture r's w ritte n re c o m m e nd a tio ns unle ss
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
6. Wo rk o f sp e c ia l ty p e s
6.1 W o rk o f e a c h o f the fo llo w ing sp e c ia l ty p e s sha ll b e se p a ra te ly
id e ntifie d :
( a ) W o rk to o r in a n e xisting b uild ing sho uld b e so d e sc rib e d . Ha nd ling
m a te ria ls a nd g e tting the m in o r o ut o f suc h b uild ing s sha ll b e
d e e m e d to b e inc lud e d w ith the ite m s
( b ) W o rk c a rrie d o ut in o r und e r w a te r sha ll b e so d e sc rib e d sta ting
w he the r c a na l, riv e r o r se a w a te r a nd ( w he re a p p lic a b le ) the le v e ls
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
7. Pro c e d ure to b e fo llo w e d w he re the info rm a tio n re q uire d b y the se rule s
is no t a v a ila b le
7.1 W he re w o rk c a n b e d e sc rib e d a nd g iv e n in ite m s in a c c o rd a nc e w ith
the se rule s b ut the q ua ntity o f w o rk re q uire d c a nno t b e a c c ura te ly
d e te rm ine d , a n e stim a te o f the q ua ntity sha ll b e g iv e n a nd id e ntifie d a s
a p ro v isio na l q ua ntity .
Exa m p le : “M p a 30 C o nc re te to ho use ke e p ing
p a d s ( PRO V ISIO NA L) ” 10 m 3
7.2 W he re w o rk c a nno t b e d e sc rib e d a nd g iv e n in ite m s in a c c o rd a nc e
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
8. Sy m b o ls, a b b re v ia tio ns a nd c o d e s
8.2 Ite m c o d e s a re ta ke n fro m the c la ssific a tio n ta b le s a nd a re g iv e n in the
fo rm :
Num b e r Num b e r Num b e r
Se c tio n Num b e r .fro m first c o lum n .fro m se c o nd c o lum n .fro m third c o lum n
Exa m p le :
02200.2.4.1.
02200 Ea rthw o rk
Exc a v a tio n
Pile c a p s
D e p th
8.3 The d ig it 0 w ithin a n ite m c o d e ind ic a te s no e ntry in the c o lum n o f the
02200 E arthworks
INF O R MA T IO N T O B E P R O V ID E D ME A S UR E ME NT R UL E S DE F INIT ION R UL E S C OV E R A G E R UL E S
P 1 T he following information, where available: (a) s oil inves tig ation res ults
(b) ground water level and the date when it was es tablis hed (c ) loc ation of underground s ervic es
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
E. De finitio ns
E.1 W he re the ISM M rule s d e sc rib e w o rk a s d e sig ne d o r sp e c ific a lly re q uire d
b y the “a rc hite c t” , the “struc tura l e ng ine e r", the “se rv ic e s e ng ine e r", the
“c iv il e ng ine e r” , the “la nd sc a p e a rc hite c t” , the “sp e c ia list lig hting
c o nsulta nt” o r the “inte rio r d e sig ne r” it is d e fine d a s w o rk w hic h is sho w n
o n the d ra w ing s o r d e sc rib e d in the sp e c ific a tio n in suffic ie nt d e ta il to
m e a sure the q ua ntitie s a nd / o r a c c ura te ly d e sc rib e the w o rk.
E.2 W he re the ISM M rule s d e sc rib e "la b o urs" the y a re d e fine d a s w o rk in
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
E. De finitio ns
E.3 The te rm “m e a sure d se p a ra te ly” in a n ite m d e sc rip tio n is a c o nv e ntio n
m e a ning “no t to b e p ric e d he re ” .
E.4 The te rm “b y o the rs” sha ll m e a n w o rks to b e c a rrie d o ut b y o the r
c o ntra c to rs, sta tuto ry a utho ritie s o r o the r p a rtie s.
E.5 The te rm “o r e q ua l a nd a p p ro v e d ” sha ll m e a n m a te ria ls o r e q uip m e nt
e q ua l o r b e tte r in q ua lity o r p e rfo rm a nc e c rite ria to tha t sho w n o n the
d ra w ing s o r d e sc rib e d in the sp e c ific a tio n a nd sub je c t to the a p p ro v a l
PA RT 2 : THE STA NDA RD METHO D O F MEA SUREMENT FO R
C O NSTRUC TIO N WO RK S IN INDO NESIA
B. G e ne ra l Princ ip le s
10. Disc re tio na ry rule s
10.1 W he re sp e c ific a lly sta te d , w o rk m a y b e m e a sure d in a c c o rd a nc e w ith
the rule s o f the a p p ro p ria te Se c tio n o r inc lud e d in the c o v e ra g e o f “a