QUALITY ASSURANCE PLANQUALITY ASSURANCE … · 2014-12-11 · 1.1.1 Particle Size & Shape (Sieve...
9
Client Name Project QP NO. : Package - REV. NO.: 1 Contract No DATE: PAGE: 2 3 4 5 6 7 8 9 10 1.0 1.1 1.1.1 Particle Size & Shape (Sieve analysis, flakiness index, elongation index including visual inspection. Sieves (confirming to IS-460-1962) , balance, Oven, Thickness gauge, Length Gauge, Metal Scoop etc B Physical one test per 100 cum/ change of source whichever is earlier SR/LB Results should be as per request of design mix subjected to verification within the limits specified in relevant IS code Check by RITES. 1.1.2 Deleterious materials & organic impurities Balance, Sieve (confirming to IS- 460-1962) etc. B Lab analysis & Physical To be done twice per source. Once at the starting, another in the middle SR/LB/ Test Report Experts opinion regarding suitability of the aggregates shall be obtained from any specialist institute, Results will be reported nearest to 0.1% for clay lumps Check by RITES 1.1.3 Determination of specific gravity , water absorbtion, bulk density and voids Balance, Sieve (confirming to IS- 460-1962) etc. B Physical Once in twelve weeks/ 500 cum or change of source whichever is earlier SR/LB/ Test Report These tests shall be carried out while establishing design mix & results be intimated. RITES 1.1.4 Determination of Crushing value, Determination of impact value Standard Apparatus for these test shall be used A Physical To be done twice per source. Once at the starting, another in the middle SR/LB/ Test Report These tests shall be carried out while establishing design mix & results be intimated. RITES to check 1.1.5 Moisture content Balance, Sieve( confirming to IS-460- 1962) and Oven etc. B Physical Once for each stack of 100 Cu.M. or part there of Except during monsoon when this has to be done every day before start of concreting SR/LB Accordingly water content of the concrete will be adjusted. These tests shall be carried out while establishing design mix & results be intimated. RITES to check 1.1.6 Soundness Reagents (sodium Sulphate or Magnesium Sulphate) B Chemical/ Physical To be done twice per source. Once at the starting, another in the middle. SR/LB/ Test Report These tests shall be carried out while establishing design mix & results be intimated. RITES to check 1.2 Fine aggregate 1.2.1 Bulkage, bulk density, surface moisture & water absorption As per IS Code B Physical Bulkage & surface moisture to be done everyday before starting the work. Bulk density & water absorption to be done once in twelve weeks/ 500 cum or change of source whichever is earlier SR/LB/TR Volume of sand and weight of water shall be adjusted as per bulk and moisture content RITES to check Sl. No Characteristics / instruments Class of check Activity and Operation Format of Record Remarks/ Precautions IS: 2386 Part-V, (for test procedure), IS:383 (for permissible value)/TS IS: 2386 Part-IV, (for test procedure), IS:383 (for permissible value)/TS LEGEND: DOC. NO.: REV- RITES Ltd An ISO 9001-2000 Company QUALITY ASSURANCE PLAN QUALITY ASSURANCE PLAN QUALITY ASSURANCE PLAN QUALITY ASSURANCE PLAN Construction Agency ITEM : Civil Work Name of work : Balance work for the Construction of an Elevated Road Corridor from Park Circus to EM Byepass near Parama Island (excluding the Park Circus ROB) IS: 2386 (Part III), IS:383/ TS Reference Documents 1 IS:2386 Part-III IS : 456 IS : 383/TS IS: 2386 Part-I, (for test procedure), IS:383 (for permissible value)/TS IS: 2386 Part-II, (for test procedure), IS:383 (for permissible value)/TS Coarse Aggregate for concrete and filters CONCRETING WORK IS: 2386 Part-III, (for test procedure), IS:383 (for permissible value)/TS Acceptance Norms Type of check Quantum Of check Legend to be used: Class # : A = Critical, B=Major, C=Minor; SR,TR,MfrTC
Transcript of QUALITY ASSURANCE PLANQUALITY ASSURANCE … · 2014-12-11 · 1.1.1 Particle Size & Shape (Sieve...
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
1.0
1.1
1.1
.1P
art
icle
Siz
e &
Shape (
Sie
ve
analy
sis
, flakin
ess index,
elo
ngation index inclu
din
g
vis
ual in
spection.
Sie
ves (
confirm
ing
to I
S-4
60-1
962)
,
bala
nce,
Oven,
Thic
kness g
auge,
Length
Gauge,
Meta
l S
coop e
tc
BP
hys
ical
one t
est
per
100 c
um
/
change o
f sourc
e
whic
hever
is e
arlie
r
SR
/LB
Results s
hould
be a
s p
er
request
of
desig
n m
ix s
ubje
cte
d
to v
erification w
ithin
the lim
its
specifie
d in r
ele
vant
IS c
ode
Check b
y R
ITE
S.
1.1
.2D
ele
terious m
ate
rials
&
org
anic
im
purities
Bala
nce,
Sie
ve
(confirm
ing t
o I
S-
460-1
962)
etc
.
BLab a
naly
sis
&
Phys
ical
To b
e d
one t
wic
e p
er
sourc
e.
Once a
t th
e
sta
rtin
g,
anoth
er
in t
he
mid
dle
SR
/LB
/
Test
Report
Expert
s o
pin
ion r
egard
ing
suitabili
ty o
f th
e a
ggre
gate
s
shall
be o
bta
ined f
rom
any
specia
list
institu
te,
Results w
ill
be r
eport
ed n
eare
st
to 0
.1%
for
cla
y lu
mps
Check b
y R
ITE
S
1.1
.3D
ete
rmin
ation o
f specific
gra
vity
, w
ate
r absorb
tion,
bulk
density
and v
oid
s
Bala
nce,
Sie
ve
(confirm
ing t
o I
S-
460-1
962)
etc
.
BP
hys
ical
Once in t
welv
e w
eeks/
500 c
um
or
change o
f
sourc
e w
hic
hever
is
earlie
r
SR
/LB
/
Test
Report
These t
ests
shall
be c
arr
ied o
ut
while
esta
blis
hin
g d
esig
n m
ix &
results b
e intim
ate
d.
RIT
ES
1.1
.4D
ete
rmin
ation o
f C
rushin
g
valu
e,
Dete
rmin
ation o
f
impact
valu
e
Sta
ndard
Appara
tus
for
these t
est
shall
be u
sed
AP
hys
ical
To b
e d
one t
wic
e p
er
sourc
e.
Once a
t th
e
sta
rtin
g,
anoth
er
in t
he
mid
dle
SR
/LB
/
Test
Report
These t
ests
shall
be c
arr
ied o
ut
while
esta
blis
hin
g d
esig
n m
ix &
results b
e intim
ate
d.
RIT
ES
to c
heck
1.1
.5M
ois
ture
conte
nt
Bala
nce,
Sie
ve(
confirm
ing t
o I
S-4
60-
1962)
and O
ven
etc
.
BP
hys
ical
Once f
or
each s
tack o
f
100 C
u.M
. or
part
there
of
Except
during m
onsoon
when t
his
has t
o b
e d
one
every
day
befo
re s
tart
of
concre
ting
SR
/LB
Accord
ingly
wate
r conte
nt
of
the
concre
te w
ill b
e a
dju
ste
d.
These t
ests
shall
be c
arr
ied o
ut
while
esta
blis
hin
g d
esig
n m
ix &
results b
e intim
ate
d.
RIT
ES
to c
heck
1.1
.6S
oundness
Reagents
(sodiu
m
Sulp
hate
or
Magnesiu
m
Sulp
hate
)
BC
hem
ical/
Phys
ical
To b
e d
one t
wic
e p
er
sourc
e.
Once a
t th
e
sta
rtin
g,
anoth
er
in t
he
mid
dle
.
SR
/LB
/
Test
Report
These t
ests
shall
be c
arr
ied o
ut
while
esta
blis
hin
g d
esig
n m
ix &
results b
e intim
ate
d.
RIT
ES
to c
heck
1.2
Fin
e a
gg
reg
ate
1.2
.1B
ulk
age,
bulk
density,
surf
ace
mois
ture
&
wate
r absorp
tion
As p
er
IS C
ode
BP
hys
ical
Bulk
age
& s
urf
ace
mois
ture
to b
e d
one
every
day
befo
re s
tart
ing
the w
ork
.
Bulk
density
& w
ate
r
absorp
tion t
o b
e d
one
once in t
welv
e w
eeks/
500 c
um
or
change o
f
sourc
e w
hic
hever
is
earlie
r
SR
/LB
/TR
Volu
me o
f sand a
nd w
eig
ht
of
wate
r shall
be a
dju
ste
d a
s p
er
bulk
and m
ois
ture
conte
nt
RIT
ES
to c
heck
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
IS:
2386 P
art
-V,
(for
test
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)/
TS
IS:
2386 P
art
-IV
, (f
or
test
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)/
TS
LE
GE
ND
:
DO
C. N
O.:
R
EV
-
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
IS:
2386 (
Part
III
),
IS:3
83/
TS
Refe
ren
ce
Do
cu
men
ts
1
IS:2
386 P
art
-III
IS :
456
IS :
383/T
S
IS:
2386 P
art
-I,
(for
test
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)/
TS
IS:
2386 P
art
-II,
(fo
r te
st
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)/
TS
Co
ars
e A
gg
reg
ate
fo
r co
ncre
te a
nd
fil
ters
CO
NC
RE
TIN
G W
OR
K
IS:
2386 P
art
-III
, (f
or
test
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)/
TSAccep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
Leg
end
to
be
use
d:
Cla
ss #
: A
= C
riti
cal,
B=
Ma
jor,
C=
Min
or;
SR
,TR
,Mfr
TC
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
Refe
ren
ce
Do
cu
men
ts
1
Accep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
AP
PR
OV
E
D B
Y
Ap
pro
va
l S
eal
1.2
.2M
ort
ar
makin
g p
ropert
ies
As p
er
IS C
ode
BP
hys
ical
Once p
er
sourc
e &
one
for
every
change o
f
sourc
e
SR
/LB
/TR
should
be a
s p
er
requirem
ent
of
desig
n m
ix
RIT
ES
to c
heck
1.2
.3S
ilt,
Cla
y conte
nt
and o
rganic
impurities a
nd d
ele
terious
mate
rials
Bala
nce,
Sie
ve
(confirm
ing t
o I
S-
460-1
962)
etc
.
BP
hys
ical
To b
e d
one t
wic
e p
er
sourc
e.
Once a
t th
e
sta
rtin
g,
anoth
er
in t
he
mid
dle
SR
/LB
/
Test
Report
should
be a
s p
er
requirem
ent
of
desig
n m
ix
RIT
ES
to c
heck
1.2
.4S
ieve A
naly
sis
, part
icle
shape
& s
ize
set
of
sie
ves
BP
hys
ical
one t
est
per
100 c
um
/
change o
f sourc
e
whic
hever
is e
arlie
r
SR
/LB
/TR
Should
be a
s p
er
requirem
ent
of
desig
n m
ix s
ubje
ct
to v
ariation
specifie
d in r
ele
vant
IS c
odes.
RIT
ES
to c
heck
1.2
.5S
oundness
Reagents
(sodiu
m
Sulp
hate
or
Magnesiu
m
Sulp
hate
)
BC
hem
ical/
Phys
ical
To b
e d
one t
wic
e p
er
sourc
e.
Once a
t th
e
sta
rtin
g,
anoth
er
in t
he
mid
dle
SR
/LB
/
Test
Report
These t
ests
shall
be c
arr
ied o
ut
while
esta
blis
hin
g d
esig
n m
ix &
results b
e intim
ate
d.
RIT
ES
to c
heck
1.3
1.3
.1T
ests
for
PH
Valu
eP
H m
ete
r/ P
H p
aper
(to b
e r
ecord
ed a
t
site)
BT
esting a
t la
bO
ne p
er
month
for
each
sourc
e
SR
/LB
/TR
do
1.4
1.4
.1a)
Ensure
that
cem
ent
is
sto
red in w
eath
er
tight
covere
d s
tora
ge o
n r
ais
ed
pla
tform
.
BV
isual
100%
covere
d s
tora
ge
Refe
r R
ITE
S t
ech
Spec
SR
/LB
RIT
ES
site e
ngin
eer
to c
heck.
Manufa
ctu
rers
test
cert
ific
ate
to
be s
ubm
itte
d b
y th
e c
ontr
acto
r
1.4
.2F
ineness
As r
equired
BP
hys
ical
One p
er
200 M
TIS
: 4031/
1489/2
69/4
55/T
S
SR
/LB
do
1.4
.3In
itia
l &
Fin
al S
ett
ing t
ime
As r
equired
BP
hys
ical
do
IS:4
031/T
SS
R/L
Bdo
1.4
.4S
oundness
As r
equired
BP
hys
ical
do
IS:4
031/T
SS
R/L
Bdo
1.4
.5S
pecifiv
Gra
vity
As r
equired
BP
hys
ical
do
IS:4
031/T
SS
R/L
Bdo
1.4
.6C
om
pre
ssiv
e S
trength
As r
equired
BP
hys
ical
do
IS:4
031/T
SS
R/L
Bdo
1.5
Co
nst
ruct
ion
Ag
ency
Sta
mp
an
d S
ign
atu
re
IS:
2386 (
Part
VI)
, I
S:3
83/
TS
Th
is d
ocu
men
t sh
all
be
rea
d i
n c
on
jun
ctio
n w
ith
RIT
ES
Tec
h. S
pec
ific
ati
on
s, B
OQ
&
Dra
win
gs.
RE
VIE
WE
D B
Y
SR
= S
ite
Reg
iste
r , T
R=
Tes
t R
epo
rt , M
fr T
C=
Man
ufa
ctu
rer's
Tes
t C
erti
fica
te , d
uly
co
rrel
ated
ST
AG
ING
, S
HU
TT
ER
ING
AN
D F
OR
MS
CE
ME
NT
(re
vie
w o
f m
an
ufa
ctu
rers
test
cert
icate
fo
r each
co
nsig
nm
en
t b
rou
gh
t at
sit
e w
ith
th
e i
nfo
rmati
on
to
RIT
ES
.
IS:3
025,
IS:4
56
IS:
2386 P
art
-II,
(fo
r te
st
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)/
TS
IS:
2386 P
art
-V,
(for
test
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)
IS:
2386 (
Part
-I),
IS
:383/
TS
Wate
r
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
Refe
ren
ce
Do
cu
men
ts
1
Accep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
1.5
.1M
ate
rials
and a
ccessories
As r
equired
BV
isual
100%
SR
pro
per
care
should
be t
aken in
ord
er
to c
om
bat
corr
osio
n.
Pro
per
care
should
be t
aken
while
cle
anin
g,
movin
g a
nd
sta
ckin
g t
he s
cafo
lds.
It s
hould
be e
nsure
d t
hat
they
are
fre
e
from
warp
ed,
bro
ken o
r
dam
aged e
dges o
r uneven
surf
ace b
efo
re p
utt
ing t
hem
on
work
s.C
leanin
g a
nd o
iling is t
o
be d
one.t
o c
heck f
or
loose
connections if
any
Check b
y R
ITE
S
1.5
.2S
teel pla
te /
Ply
wood f
or
concre
te s
hutt
ering w
ork
As r
equired
BV
isual
100%
Rele
vant
docum
ents
&
recom
mended m
eth
od o
f use &
loadin
g e
tc.
to b
e c
hecked b
y
RIT
ES
1.5
.3D
ura
bili
ty,
Str
ength
&
Soundness o
f sta
gin
g,
jois
ts,
shutt
ering a
nd s
caff
old
ing
As r
equired
BV
isual
Once
SR
To b
e c
hecked b
y R
ITE
S b
efo
re
& a
fter
pla
cem
ent
of
concre
te
1.5
.4C
onnection b
etw
een indiv
idual
scaff
old
ing u
nits a
nd s
afe
sle
ndern
ess r
atio.
Tw
o
independent
safe
ty m
easure
s
again
st
colla
pse
As r
equired
BV
isual
Fort
nig
htly
SR
RIT
ES
site e
ngin
eer
to c
heck
1.5
.5A
lignm
ent/
Shape
As r
equired
BM
easure
ment
Each m
em
ber
& b
efo
re
each lift
of
shutt
ering o
r
befo
re n
ext
sta
ge
SR
/LB
length
,bre
adth
,depth
,shape,
level, p
lum
b lin
e t
o b
e c
hecked.
Dia
gonal bra
cin
gs a
re t
o b
e
checked.
1.5
.6C
heck f
orm
's s
eam
mark
s a
nd
wate
r tightn
ess
As r
equired
BP
hys
ical
Random
SR
/LB
RIT
ES
site e
ngin
eer
to c
heck
1.6
1.6
.1M
ix D
esig
nA
s r
equired
BP
hys
ical
Once f
or
every
change in
mix
mate
rials
sourc
e.
IS:
516 &
IS
:456,
IS:1
0262/R
ITE
S
Tech.
Spec.
Mix
Desig
n
Report
Desig
n m
ix is t
o b
e c
arr
ied o
ut
at
any
appro
ved lab.
1.6
.2T
rial m
ix (
Cubes c
om
pre
ssiv
e
str
ength
)of
the M
ix D
esig
n
As r
equired
AP
hys
ical
Min
. 3 T
rial M
ixes w
ith
adm
ixtu
res (
if a
ny)
and
Without
adm
ixtu
res
IS:
516 &
IS
:456,
IS:1
0262/
RIT
ES
Tech.
Spec.
SR
/LB
/
Test
Report
RIT
ES
will
conduct
the t
rial
mix
es
Mix
ing s
hall
be in R
ITE
S
appro
ved b
atc
hin
g p
lant/
weig
h
batc
her.
1.6
.3C
rushin
g s
trength
of
tria
l m
ix
cubes
As r
equired f
or
7 &
28 d
ays
str
ength
test
AP
hys
ical
As p
er
IS 4
56
IS:
516 &
IS
:456,
IS:1
0262/
RIT
ES
Tech.
Spec.
SR
/LB
witness b
y R
ITE
S
1.7
Co
ncre
te c
on
veyin
g,
pla
cin
g
an
d C
om
pacti
on
IS 4
990:1
993,
IS 1
734;
( P
art
1 -
11)/
TS
As p
er
appro
ved d
raw
ings
As p
er
appro
ved d
raw
ings
IS 4
014
As p
er
rele
vant
IS C
odes
As p
er
technic
al specific
ation,
manufa
ctu
rer's s
pec.a
nd I
S:
3696,4
014,
4990
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
Refe
ren
ce
Do
cu
men
ts
1
Accep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
1.7
.1M
ixin
g o
f concre
tem
ixin
g o
f concre
te
shall
be d
one in a
appro
ved m
ixer/
weig
h b
atc
her/
batc
hin
g p
lant
such
as t
o p
roduce a
hom
ogenous m
ix
BP
hys
ical
To b
e c
alib
rate
d a
t th
e
tim
e o
f sta
rtin
g a
nd a
s
desired b
y E
ngin
eer-
in -
charg
e
Revie
w o
f
calib
ration c
hart
/
Cert
ific
ate
, IS
456/
TS
tim
e o
f m
ixin
g w
ill b
e a
s g
iven in
Technic
al specific
ation /
IS
456
Min
. tim
e o
f m
ixin
g s
hould
be 2
min
ute
s f
or
mix
er
capacity
2
cum
or
less
Min
. tim
e o
f m
ixin
g s
hould
be 3
min
ute
s o
r as r
ecom
mended b
y
by
the m
ixer
manufa
ctu
rer
for
mix
er
capacity
above 2
cum
1.7
.2H
andlin
g a
nd C
onveyi
ng
Buckets
, C
hute
s,
belt c
onveye
r etc
BP
hys
ical
100%
as p
er
Tech.
Spcfn
./constr
uctio
n/e
rection
meth
odolo
gy/
IS
457
SR
Technic
al specific
ation is t
o b
e
follo
wed.
1.7
.3P
lacem
ent
of
concre
teV
isual
BP
hys
ical
100%
as p
er
constr
uction/e
recti
on m
eth
odolo
gy
as p
er
tech.s
pecs
SR
no c
oncre
te s
hall
be p
laced u
ntil
the p
lace o
f deposite h
as b
een
thoro
ughly
inspecte
d a
nd
accepte
d,
Check b
y R
ITE
S
1.7
.4C
om
pacting
As r
equired
BP
hys
ical
100%
Check f
or
segre
gation a
s
per
IS 4
56 &
TS
SR
Ble
edin
g o
r segre
gation e
tc.
is
to b
e a
void
ed a
s f
ar
as
possib
le.
Accum
ula
ted w
ate
r is
to b
e r
em
oved
and s
hall
not
be
covere
d w
ith c
oncre
te,
or
dry
concre
te
Check b
y R
ITE
S
1.7
.5C
uring
As r
equired
min
imum
7 d
ays
BP
hys
ical
100%
Check f
or
period
of
curing a
s p
er
IS
456 &
TS
SR
Exposed c
oncre
te s
urf
ace s
hall
be p
rote
cte
d a
gain
st
heating
and d
ryin
g f
or
atleast
72 h
rs
aft
er
pla
cem
ent.
Check b
y R
ITE
S
1.8
Tests
on
Gre
en
Co
ncre
te
1.8
.1W
ork
abili
ty :
- S
lum
p t
est
Sta
ndard
appara
tus
for
diffe
rent
meth
od
used f
or
measuring
work
abili
ty,
slu
mp
cone
BP
hys
ical
One s
am
ple
every
2 h
rs.
from
every
mix
ing p
lant/
IS 4
56
IS:4
56,
IS 1
199-
1959 &
RIT
ES
Tech.
Spec.
SR
/LB
/TR
Slu
mp t
est
for
mediu
m &
hig
h
work
abili
ty
RIT
ES
site e
ngin
eer
to c
heck
1.8
.2C
rushin
g s
trength
(w
ork
s
Tests
cubes)
As r
equired f
or
7 &
28 d
ays
AP
hys
ical
As p
er
IS 4
56
IS:5
16,
IS:4
56,
RIT
ES
Tech.
Spec.
SR
/LB
/
Test
Report
RIT
ES
site e
ngin
eer
to d
o t
he
test.
1.8
.3W
ate
r cem
ent
ratio(
Cem
ent
Conte
nt
And W
ate
r C
onte
nt)
As r
equired
BP
hys
ical
At
random
at
the t
ime o
f
batc
hin
g.
As p
er
IS:1
199
and a
ppro
ved
desig
n m
ix.
SR
/LB
As p
er
mix
desig
n
RIT
ES
site e
ngin
eer
to c
heck
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
Refe
ren
ce
Do
cu
men
ts
1
Accep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
1.8
.4C
heck f
or
cem
ent
conte
nt
BP
hys
ical
At
random
at
the t
ime o
f
batc
hin
g.
As p
er
IS:3
026,
IS:
456,
appro
ved
desig
n m
ix &
technic
al
specific
ation.
SR
/LB
do
1.8
.5A
dm
ixtu
res f
or
Concre
te (
if
any)
As p
er
IS :
9103
BT
esting
100%
IS:4
56,
appd.
Desig
n m
ix &
technic
al
specific
ation
Test
Report
Adm
ixtu
re o
f appd.
Bra
nd a
nd
teste
d q
ualit
y shall
be
used.M
anufa
ctu
rers
TC
required.R
ITE
S s
ite e
ngin
eer
to
check
1.8
.6 V
isual exam
ination o
f
finis
hed s
tructu
re
As r
equired
BV
isual
100%
As p
er
Tech.
Specific
ation./
App
d.
Drg
./IS
-456
-do-
RIT
ES
to c
heck
1.8
.7D
imensio
ns
do
BM
easure
ment
100%
As p
er
Tech.
Specific
ation./
App
d.
Drg
./IS
-456
do
RIT
ES
to c
heck
1.9
1.9
.1U
ltra
sonic
Puls
e V
elo
city
Test
for
critical
foundations
AN
DT
100%
Test
Report
Shall
be p
erf
orm
ed b
y qualif
ied
pers
ons/institu
tion w
ith
calib
rate
d e
quip
ments
in
pre
sence o
f R
ITE
S,
if t
here
is
any
doubt
in c
rushin
g s
tregth
and o
n s
pecific
instr
uction
1.9
.2Load T
est
, C
ore
test
&
Rebound H
am
mer
As r
equired
AT
est
As r
equired b
y R
ITE
S
Engin
eer.
As p
er
Technic
al
specific
ation a
nd
IS:4
56-2
000
Test
Report
The t
est
shall
be c
arr
ied o
ut
only
in c
ase o
f doubt
regard
ing
gra
de &
qualit
y of
concre
te.
2.0
Rein
forc
em
en
t S
teel
2.1
Phys
ical and C
hem
ical
Pro
pert
ies a
s p
er
rele
vant
IS
codes
As r
equired/
agre
ed
BR
evie
w o
f T
Cs
In 1
00 M
T o
r part
there
of
MT
CA
pp
rove
d b
rand
s a
re
SA
IL/T
AT
A T
ISC
ON
/
RIN
L/IIS
CO
RIT
ES
to c
heck
2.2
Tole
rance
As r
equired/a
gre
ed
CP
hys
ical
At
random
SR
/LB
To b
e c
hecked a
t site
IS 1
786/
456/
TS
TE
ST
/CH
EC
K O
N R
CC
ST
RU
CT
UR
E IN
HA
RD
EN
ED
CO
ND
ITIO
NS
:
IS
:1786
IS:
13311 P
art
- I
and T
ech.
Specific
ation/
IS 4
56
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
Refe
ren
ce
Do
cu
men
ts
1
Accep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
2.3
Fre
edom
fro
m d
efe
cts
As r
equired/
agre
ed
CV
isual
Random
befo
re a
nd
during p
lacem
ent
SR
Any
of
the b
ars
sele
cte
d f
or
use
shall
be f
ree f
rom
cra
cks,
surf
ace f
law
s,
lam
inations a
nd
rough,
jagged a
nd im
perf
ect
edges.S
teel is
sued s
hould
be
free f
rom
excessiv
e r
ust.
To b
e
sto
red d
iam
ete
r w
ise in s
uch a
pla
ce s
o a
s t
o p
erm
it e
asy
appro
ach f
or
inspection &
identification.
It s
hould
be
cle
aned o
f excessiv
e r
ust
befo
re u
se.R
/f w
ill b
e t
ied w
ith
anneale
d w
ire.
Wate
r
accum
ula
tion &
dis
tort
ion o
f r/
f
are
to b
e a
void
ed.
To b
e
checked b
y R
ITE
S
2.4
Pla
cem
ent
As r
equired/
agre
ed
BV
isual
100%
SR
/LB
/
Pour
card
RIT
ES
Engin
eer
to c
heck a
s
per
Bar
Bendin
g S
chedule
(BB
S)
and a
s p
er
rele
vant
codal
pro
vis
ion
2.5
Cutt
ing t
ole
rance
As r
equired/
agre
ed
BP
hys
ical
Measure
ment
100%
SR
Tole
rance a
s p
er
specific
ations
3.0
Gro
ut
3.1
Gro
uting P
ressure
Calib
rate
d P
ressure
Gauge
BP
hys
ical
At
random
SR
/LB
To b
e c
hecked a
t site b
y R
ITE
S
3.2
Com
positio
n o
f G
rout
NIL
BV
erification o
f
MT
C
Each lot/
Batc
hS
R/L
BT
o b
e c
hecked a
t site b
y R
ITE
S
3.3
Com
pre
ssiv
e s
trength
(7 &
28
days
)
As r
equired
AP
hys
ical
6 c
ubes f
or
every
gro
ut
at
the t
ime o
f each g
routing
SR
/LB
To b
e c
hecked a
t site b
y R
ITE
S
4.0
4.1
Check o
f ty
pe &
location o
f
insta
llation a
nd r
ele
ase f
or
concre
ting
NIL
BV
isual
100%
MT
C
To b
e c
hecked a
t site b
y R
ITE
S
5.0
5.1
5.1
.1S
oundness
As r
equired
CP
hys
ical
As p
er
rele
vant
IS C
ode/
One S
am
ple
for
10,0
00
Nos.
or
part
there
of
IS:
1077,
IS:
3495,
IS:2
691,
Tech.
Specific
ation
SR
/LB
To b
e c
hecked a
t site b
y R
ITE
S
as p
er
frequency
stipula
ted in
specific
ation &
guid
elin
e.
5.1
.2C
olo
ur
-C
Vis
ual
One f
or
each s
tack
do
do
Deep c
herr
y re
d c
opper
colo
ur
5.1
.3C
om
pre
ssiv
e s
trength
As r
equired
BP
hys
ical
As p
er
rele
vant
IS C
ode/
One S
am
ple
for
10,0
00
Nos.
or
part
there
of
IS:
1077,
IS:
3495
(part
I),
IS
:2891,
Tech.
Specific
ation
do
To b
e c
hecked a
t site b
y R
ITE
S
as p
er
frequency
stipula
ted in
specific
ation &
guid
elin
e.
Test
on
Bri
cks
Exp
an
sio
n J
oin
ts (
Test
Cert
ific
ate
of
Man
ufa
ctu
rer
& In
sp
ecti
on
ag
en
cy i
s t
o b
e r
evie
wed
befo
re p
lacem
en
t)
As p
er
technic
al specific
ations &
IS:
468
As p
er
Technic
al S
pecific
ation
Bri
ck M
aso
nry
, S
heeti
ng
& a
llie
d w
ork
s
Appro
ved D
rwain
g
As p
er
Technic
al S
pecific
ation
As p
er
appro
ved d
raw
ings a
nd
appro
ved B
ar
Bendin
g s
chedule
/
IS 4
56/
TS
As p
er
Technic
al specific
ation
Appro
ved d
raw
ings &
check lis
t.
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
Refe
ren
ce
Do
cu
men
ts
1
Accep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
5.1
.4W
ate
r A
bsorp
tion
As r
equired
BP
hys
ical
As p
er
rele
vant
IS C
ode/
One S
am
ple
for
10,0
00
Nos.
or
part
there
of
IS:
1077,
IS:
3496
(part
I),
IS
:2891,
Tech.
Specific
ation
do
do
5.1
.5V
isual &
Dim
ensio
nV
isual &
Measure
ment
tape
BV
isual &
Measure
ment
Random
IS:
1077 &
tech.
Spcfn
.
do
do
5.1
.6W
arp
age
Str
aig
ht
edge &
scale
BM
easure
ment
Per
10000 N
os.
IS:
1077
do
do
5.2
5.2
.1S
ilt,
Cla
y conte
nt
and o
rganic
impurities
As p
er
IS C
ode
BP
hys
ical
Once p
er
sourc
e &
for
on
every
change o
f sourc
e
SR
/LB
/TR
RIT
ES
to c
heck
5.2
.2G
radin
g O
f S
and
IS S
ieves
BP
hys
ical
once f
or
100 c
um
or
part
there
of
or
change o
f
sourc
e w
hic
hever
is
earlie
r.
RIT
ES
to c
heck
5.2
.3D
ete
rmin
ation o
f specific
gra
vity
and w
ate
r absorb
tion,
&
Bulk
density
Bala
nce,
Sie
ve
(confirm
ing t
o I
S-
460-1
962)
etc
.
BP
hys
ical
do
SR
/LB
/
Test
Report
do
5.3
Maso
nry
co
nstr
ucti
on
5.3
.1W
ork
manship
---
BV
isual/
Phys
ical
All
work
As p
er
Spec A
nd
IS 2
212 f
or
brick
work
s
RIT
ES
to c
heck
5.3
.2Layi
ng
Tro
vel, S
quare
,
Plu
mb b
ob e
tc
BP
hys
ical
All
work
As p
er
Spec A
nd
Cla
use n
o 1
1.0
of
IS 2
212 f
or
brick
work
s
RIT
ES
to c
heck
5.3
.3V
ert
icalit
y and A
lignm
ent
of
Plu
mb
Plu
mb b
ob
BP
hys
ical
All
work
IS 2
212 a
nd T
ech
Spec
RIT
ES
to c
heck
6.0
6.1
Bought
out
item
s t
o b
e
pro
cure
d f
orm
the
manufa
ctu
rers
accepta
ble
to
RIT
ES
Paver
Blo
ck e
tc.
As r
equired /
agre
ed
BV
erification o
f
MT
C /
Testing/
revie
w
100%
Rele
vant
docum
ents
/ T
C
RIT
ES
to
check
7.0
7.1
7.1
.1H
ydro
sta
tic T
est
As r
equired /
agre
ed
BP
hys
ical
As p
er
IS 4
58
IR/T
CR
ITE
S
to c
heck
7.1
.2A
bsorp
tion T
est
As r
equired /
agre
ed
BP
hys
ical
As p
er
IS 4
59
IR/T
Cdo
7.1
.33 E
dge B
earing T
est
As r
equired /
agre
ed
BP
hys
ical
As p
er
IS 4
60
IR/T
Cdo
7.1
.4S
traig
htn
ess T
est
As r
equired /
agre
ed
BP
hys
ical
As p
er
IS 4
61
IR/T
Cdo
7.1
.5D
imensio
nal C
heck &
Vis
ual
Inspn.
As r
equired /
agre
ed
BP
hys
ical
As p
er
IS 4
62
IR/T
Cdo
Testing P
rocedure
as p
er
IS 4
62
RIT
ES
tech s
pec.
/ B
OQ
. Lis
t of
all
BO
I to
be s
ubm
itte
d f
or
appro
val alo
ng w
ith p
roposed
vendors
Testing P
rocedure
as p
er
IS 4
59
RC
C P
IPE
S a
s p
er
IS:
458 &
T.S
.
Testing P
rocedure
as p
er
IS 4
60
Testing P
rocedure
as p
er
IS 4
61
Testing P
rocedure
as p
er
IS 4
58
IS:
2386 P
art
-III
, (f
or
test
pro
cedure
), I
S:3
83 (
for
perm
issib
le v
alu
e)
Tests
at
M
an
ufa
ctu
rer'
s W
ork
s (
RIT
ES
ap
pro
ved
)
IS 2
116/
IS 3
83/
TS
San
d (
maso
nary
wo
rk &
ro
ad
wo
rks)
IS:
2386 P
art
-II,
IS
:383 /
TS
BO
UG
HT
OU
T IT
EM
S -
BO
I
Cli
ent
Na
me
Pro
ject
QP
NO
. :
Pa
ck
ag
e -
RE
V. N
O.:
1
Co
ntr
act
No
DA
TE
:
PA
GE
:
23
45
67
89
10
Sl. N
oC
hara
cte
risti
cs /
instr
um
en
ts
Cla
ss o
f ch
eck
Acti
vit
y a
nd
Op
era
tio
nF
orm
at
of
Reco
rd
Rem
ark
s/
Pre
cau
tio
ns
RIT
ES
Ltd
An
IS
O 9
00
1-2
00
0 C
om
pan
y
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
QU
ALI
TY
ASSU
RA
NCE P
LAN
Co
nst
ru
cti
on
Ag
en
cy
ITE
M :
Civ
il W
ork
Na
me
of
wo
rk :
Ba
lan
ce w
ork
fo
r th
e
Co
nst
ruct
ion
of
an
Ele
va
ted
Ro
ad
Co
rrid
or
fro
m P
ark
Cir
cus
to E
M
By
epa
ss n
ear
Pa
ram
a I
sla
nd
(ex
clu
din
g
the
Pa
rk C
ircu
s R
OB
)
Refe
ren
ce
Do
cu
men
ts
1
Accep
tan
ce
No
rms
Typ
e o
f ch
eck
Qu
an
tum
Of
ch
eck
7.1
.6R
CC
wire c
heck &
spacin
gA
s r
equired /
agre
ed
BM
easure
ment
Random
IR/T
Cdo
7.2
7.2
.1C
heck f
or
Layi
ng a
nd J
oin
ting
As r
equired /
agre
ed
BV
isual
As p
er
IS 7
83
IR/T
CR
ITE
S
to c
heck
v)
Sw
elli
ng I
nd
ex
1.0
A c
hec
k
2.0
A c
hec
k
3.0
A c
hec
k
4.0
B c
hec
k
As p
er
IS 7
83 &
RIT
ES
Tech.
Spec
Ch
ecks a
t sit
e
TS
/IS
458
As
per
T.S
.
As
per
T.S
.
Org
anis
atio
n C
har
tA
s p
er T
.S./
As
per
req
uir
emen
t /
dir
ecti
on
of
EIC
Ge
ne
ral P
oin
ts:
Qu
alit
y C
on
trol
Man
pow
er
Qu
alit
y C
on
trol
Lab
ora
tory
Con
stru
ctio
n E
qu
ipm
ents
As
per
T.S
.
