![[XLS] · Web viewSummary LIFT Fire Fighting Summary-FIRE FIGHTING BOQ_PLUMBING SUMMARY PLUMBING BOQ PART E - SUBSTATION BOQ PART D- LV BOQ PART C- DG BOQ PART B-COMMON BOQ PART A-FLAT-108](https://static.fdocuments.in/doc/165x107/5b0da56a7f8b9a2f788e0961/xls-viewsummary-lift-fire-fighting-summary-fire-fighting-boqplumbing-summary.jpg)
BOQ%20CIVIL
31
Sl. No CODE NO. Description of Items Unit Rate (DSR) Rate (Non-DSR) Quantity Amount (DSR) Amount (Non-DSR) A 1.0 SUBHEAD NO. 1 : EARTHWORK A 1.01 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto any lead outside the periphery of the area cleared by all means. Per 100 Sqm 263.90 49.20 12983.88 A 1.02 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth 1.5 m in width as well as 10 sqm. On plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m including getting out the excavated soil and disposal of surplus excavbated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil cum 103.40 2830.00 292622.00 1.03 2.33.1 Felling trees of the girt (measured at a height of 1m above ground level) including cutting of trunks and branches removing the roots and stacking of serviceable materials and disposal of unserviceable materials: beyond 30cm girth upto and including 60cm girth. each 81.70 2.00 163.40 A 1.04 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead up to 50 M. and lift up to 1.5 M. cum 45.70 2244.00 102550.80 A 1.05 2.20 Opening timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered) 2.20.2 Depth exceeding 1.5 m but not exceeding 3 m Sqm 36.70 900.00 33030.00 A 1.06 2.27 Supplying and filling in plinth with Fine/ river/ local approved sand under floors including, watering, ramming consolidating and dressing complete cum 301.50 947.00 285520.50 A. CIVIL WORKS: Civil : Page-1
Transcript of BOQ%20CIVIL
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A1.0
SU
BH
EA
D N
O.
1 :
EA
RT
HW
OR
K
A1.0
12.3
1C
learing
jungle
inclu
din
gupro
oting
of
rank
vegeta
tion,
gra
ss,
bru
sh
wood,
trees
and
saplin
gs
of
girth
upto
30
cm
measure
dat
aheig
ht
of
1m
above
gro
und
level
and
rem
oval
of
rubbis
hupto
any
lead
outs
ide
the
periphery
of
the
are
acle
are
d
by a
ll m
eans.
Per
100
Sqm
263.9
049.2
012983.8
8
A1.0
2E
art
hw
ork
inexcavation
by
mechanic
al
means
(Hydra
ulic
excavato
r)/
manual
means
over
are
as
(exceedin
g30
cm
indepth
1.5
min
wid
thas
well
as
10
sqm
.O
npla
n)
inclu
din
gdre
ssin
gof
sid
es
and
ram
min
gof
bott
om
s,
lift
up
to1.5
min
clu
din
g
gett
ing
out
the
excavate
dsoil
and
dis
posal
of
surp
lus
excavbate
dsoil
as
directe
d,
within
ale
ad
of
50 m
.
2.8
.1A
ll kin
ds o
f soil
cum
103.4
02830.0
0292622.0
0
1.0
32.3
3.1
Felli
ng t
rees o
f th
e g
irt
(measure
d a
t a h
eig
ht
of
1m
above g
round level) inclu
din
g c
utt
ing o
f tr
unks
and b
ranches r
em
ovin
g t
he r
oots
and s
tackin
g o
f
serv
iceable
mate
rials
and d
isposal of
unserv
iceable
mate
rials
: beyond 3
0cm
girth
upto
and inclu
din
g 6
0cm
girth
.each
81.7
02.0
0163.4
0
A1.0
42.2
5F
illin
gavaila
ble
excavate
deart
h(e
xclu
din
gro
ck)
in
trenches,
plin
th,
sid
es
of
foundations
etc
.in
layers
not
exceedin
g20
cm
indepth
,consolid
ating
each
deposited
layer
by
ram
min
gand
wate
ring
lead
up
to 5
0 M
. and lift
up t
o 1
.5 M
.cum
45.7
02244.0
0102550.8
0
A1.0
52.2
0O
penin
gtim
bering
intr
enches
inclu
din
gstr
utt
ing
and
shoring
com
ple
te(m
easure
ments
tobe
taken
of
the f
ace a
rea t
imbere
d)
2.2
0.2
Depth
exceedin
g 1
.5 m
but
not
exceedin
g 3
mS
qm
36.7
0900.0
033030.0
0
A1.0
62.2
7S
upply
ing
and
filli
ng
inplin
thw
ith
Fin
e/
river/
local
appro
ved
sand
under
floors
inclu
din
g,
wate
ring,
ram
min
g c
onsolid
ating a
nd d
ressin
g c
om
ple
tecum
301.5
0947.0
0285520.5
0
A.
CIV
IL W
OR
KS
:
Civ
il :
Page-1
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A1.0
72.3
4S
upply
ing
chem
ical
em
uls
ion
inseale
dconta
iners
inclu
din
g d
eliv
ery
as s
pecifie
d
2.3
4.1
Chlo
rpyriphos
/Lin
dane
em
uls
ifia
ble
concentr
ate
of
20%
Litre
174.3
01508.0
0262844.4
0
A1.0
82.3
5D
iluting
and
inje
cting
chem
ical
em
uls
ion
for
PO
ST
CO
NS
TR
UC
TIO
NA
Lanti
term
ite
treatm
ent
exclu
din
g t
he c
ost
of
chem
ical em
uls
ion)
2.3
5.1
Alo
ng
exte
rnalw
all
where
the
apro
nis
not
pro
vid
ed
usin
gchem
ical
em
uls
ion
@7.5
litre
s/
sqm
of
the
vert
ical
surf
ace
of
the
substr
uctu
reto
adepth
of
300
mm
inclu
din
gexcavation
channel
alo
ng
wth
e
wall
& r
oddin
g e
tc.
com
ple
te.
2.3
5.1
.1W
ith
chlo
rphriphos
lindane
E.C
.20%
with
1%
concentr
ation
sqm
6.7
557.0
0384.7
5
A1.0
92.3
5.2
Alo
ng
the
exte
rnal
wall
belo
wconcre
teor
masonry
apro
nusin
gchem
ical
em
uls
ion
@2.2
5lit
res
per
linear
metr
ein
clu
din
gdrilli
ng
and
plu
ggin
ghole
s
etc
.
2.3
5.2
.1W
ith
chlo
rphriphos
lindane
E.C
.20%
with
1%
concentr
ation
sqm
10.4
564.0
0668.8
0
A1.1
02.3
5.3
Tre
atm
ent
of
soil
under
exis
ting
floors
usin
g
chem
ical
em
uls
ion
@one
litre
per
hole
,300
mm
apart
inclu
din
gdrilli
ng
12
mm
dia
mete
rhole
sand
plu
ggin
gw
ith
cem
ent
mort
ar
1:2
(1cem
ent
:2
Coars
e s
and)
to m
atc
h t
he e
xis
ting f
loor
2.3
5.3
.1W
ith
chlo
rphriphos
lindane
E.C
.20%
with
1%
concentr
ation
Sqm
48.7
02715.0
0132220.5
0
A1.1
12.1
0E
xcavating
trenches
of
required
wid
thfo
rpip
es,
cable
setc
inclu
din
gexcavation
for
sockets
,and
dre
ssin
gof
sid
es,
ram
min
gof
bott
om
sdepth
up
to
1.5
min
clu
din
ggett
ing
out
the
excavate
dsoil
and
then
retu
rnin
gth
esoil
as
required
inla
yers
not
exceed
2.1
0.1
All
kin
ds o
f soil
2.1
0.1
.1P
ipes c
able
s e
tc.
not
exceedin
g 8
0 m
m d
iam
etr
e70.4
525.0
01761.2
5
2.1
0.1
.2P
ipes
cable
setc
.exceedin
g80
mm
dia
bot
not
exceedin
g 3
00 m
m d
iam
etr
e115.0
5278.0
031983.9
0
Civ
il :
Page-2
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A1.1
21.1
Carr
iage
of
mate
rial
by
mechanic
al
transport
inclu
din
glo
adin
g,
unlo
adin
gand
sta
ckin
g(
The
rate
will
be
applic
able
tonet
quantities
aft
er
deduction
of
pre
scribed
perc
enta
ge
for
void
s
mentioned
inth
especific
ation
under
sub
head
"
Carr
iage o
f M
ate
rials
1.1
.2E
art
h (
upto
1km
.)cum
49.4
2339.0
016753.3
8
Su
b H
ead
To
tal
Rs.
1,1
73,4
87.5
6
Rs.
-
Co
st
aft
er
ind
ex
Rs.
2,0
30,1
33.4
8
A2.0
SU
BH
EA
D N
O.
2 :
CO
NC
RE
TE
WO
RK
A2.0
14.1
Pro
vid
ing
and
layin
gin
positio
ncem
ent
concre
teof
specifie
dgra
de
exclu
din
gth
ecost
of
cente
ring
and
shutt
ering -
All
work
upto
plin
th level
a4.1
.31:2
:4(1
cem
ent
:1
coars
esand
:4
gra
ded
sto
ne
aggre
gate
20 m
m n
om
inal siz
e)
cum
3257.4
5120.0
0390894.0
0
b4.1
.61:3
:6(1
cem
ent
:3
coars
esand
:6
gra
ded
sto
ne
aggre
gate
40 m
m n
om
inal siz
e)
cum
2713.0
595.7
7259828.8
0
c4.1
.91:4
:8(1
cem
ent
:4
fine
sand
:8
gra
ded
sto
ne
aggre
gate
40 m
m n
om
inal siz
e)
cum
2296.1
5117.3
3269407.2
8
d4.1
.10
1:5
:10
(1cem
ent
:5
fine
sand
:10
gra
ded
sto
ne
aggre
gate
40 m
m n
om
inal siz
e)
cum
2237.7
5187.0
0418459.2
5
A2.0
24.1
0P
rov.
&la
yin
gD
PC
40
mm
th.
With
CC
1:2
:4(1
Cem
ent
:2
Coars
eS
and
:4
Gra
ded
Sto
ne
agg
12.5
mm
nom
inal siz
e).
sqm
144.1
5151.0
021766.6
5
A2.0
34.1
3A
pply
ing
acoat
of
resid
ual
petr
ole
um
bitum
en
of
penetr
ation
80/1
00
of
appro
ved
qualit
yusin
g1.7
kg
per
sqm
on
dam
ppro
of
cours
eaft
er
cle
anin
g
the
surf
ace
with
bru
shes
and
finally
with
apie
ce
of
clo
th lig
htly s
oaked in K
ero
sene o
ilsqm
58.6
0151.0
08848.6
0
A2.0
44.1
2E
xtr
afo
rpro
vid
ing
and
mix
ing
wate
rpro
ofing
mate
rialin
cem
ent
concre
tew
ork
@1K
g/
50
Kg
of
cem
ent
per
bag o
f
50 K
g
of
cem
e
nt
27.4
547.0
01290.1
5
Civ
il :
Page-3
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A2.0
54.1
7M
akin
gplin
thpro
tection
50m
mth
ick
of
cem
ent
concre
te1:3
:6(1
cem
ent
:3coars
esand
:6
gra
ded
sto
ne
aggre
gate
20m
mnom
inal
siz
e)
over
75m
mbed
of
dry
brick
balla
st
40m
mnom
inal
siz
e
well
ram
med
and
consolid
ate
dand
gro
ute
dw
ith
fine s
and inclu
din
g f
inis
hin
g t
he t
op s
mooth
sqm
222.6
596.0
021374.4
0
Su
b H
ead
To
tal
0.0
0R
s.
1,3
91,8
69.1
3
Rs.
-
Co
st
aft
er
ind
ex
Rs.
2,4
07,9
33.5
9
A3.0
SU
BH
EA
D N
O.
3 :
RE
INF
OR
CE
D C
EM
EN
T
CO
NC
RE
TE
WO
RK
A3.0
15.1
Pro
vid
ing a
nd layin
g in p
ositio
n s
pecifie
d g
rade o
f
rein
forc
ed c
em
ent
concre
te e
xclu
din
g t
he c
ost
of
cente
ring s
whutt
ering f
inis
hin
g a
nd r
ein
forc
em
ent
-
All
work
up t
o p
linth
level :
5.1
.31:2
:4 (
1 c
em
ent
: 2 c
oars
e s
and :
4 g
raded s
tone
aggre
gate
20 m
m n
om
inal siz
e)
cum
3359.6
0265.0
0890294.0
0
A3.0
25.3
3P
rovid
ing
and
layin
gin
positio
nm
achin
ebatc
hed,
machin
em
ixed
and
machin
evib
rate
ddesig
nm
ix
cem
ent
concre
teof
specifie
dgra
de
for
rein
forc
ed
cem
ent
concre
tew
ork
inclu
din
gpum
pin
gof
concre
teto
sit
of
layin
gbut
exclu
din
gth
ecost
of
centr
ing,
shutt
ering,
finis
hin
gand
rein
forc
em
ent
inclu
din
gA
dm
ixtu
res
inre
com
mended
pro
port
ions.
as
per
IS9103
toaccele
rate
,re
tard
sett
ing
of
concre
te,
impro
ve
work
abili
tyw
ithout
impairin
g
str
ength
and
dura
bili
tyas
per
direction
of
Engin
eer -
in-c
harg
e-
M-2
5gra
de
rein
forc
ed
cem
ent
concre
te.b
yusin
g410
Kg
of
cem
ent
per
Cum
of
concre
te. A
ll w
ork
up t
o p
linth
level.
cum
4147.4
0818.0
03392573.2
0
Civ
il :
Page-4
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A3.0
35.3
3A
Pro
vid
ing
and
layin
gin
positio
nm
achin
ebatc
hed,
machin
em
ixed
and
machin
evib
rate
ddesig
nm
ix
cem
ent
concre
teof
specifie
dgra
de
for
rein
forc
ed
cem
ent
concre
tew
ork
inclu
din
gpum
pin
gof
concre
teto
sit
of
layin
gbut
exclu
din
gth
ecost
of
centr
ing,
shutt
ering,
finis
hin
gand
rein
forc
em
ent
inclu
din
gA
dm
ixtu
res
inre
com
mended
pro
port
ions.
as
per
IS9103
toaccele
rate
,re
tard
sett
ing
of
concre
te,
impro
ve
work
abili
tyw
ithout
impairin
g
str
ength
and
dura
bili
tyas
per
direction
of
Engin
eer -
in-c
harg
e-
M-2
5gra
de
rein
forc
ed
cem
ent
concre
te.b
yusin
g410
Kg
of
cem
ent
per
Cum
of
concre
te. A
ll w
ork
fro
m p
linth
level to
flo
or
V level
cum
4147.4
01360.0
05640464.0
0
A3.0
45.9
Cente
ring
and
shutt
ering
inclu
din
gstr
utt
ing,
pro
poin
g e
tc.
and r
em
oval of
form
for
a5.9
.1F
oundations,
footings,
bases
of
colu
mns
etc
.fo
r
mass c
oncre
tesqm
119.2
51128.0
0134514.0
0
b5.9
.2W
alls
(any
thic
kness)
inclu
din
gatt
ached
pila
ste
rs,
butt
ere
sses,
plin
th a
nd s
trin
g c
ours
es e
tc.
sqm
180.4
0121.0
021828.4
0
c5.9
.3S
uspended
floors
,R
oofs
,la
ndin
gs,
balc
ony
and
access p
latf
orm
sqm
187.3
53343.0
0626311.0
5
d5.9
.5Lin
tels
,beam
s,
plin
thbeam
s,
girders
,bre
ssum
ers
and c
antile
vers
sqm
162.6
54494.0
0730949.1
0
e5.9
.6C
olu
mns,
pill
ars
, pie
rs,
abutm
ents
, post
& s
truts
sqm
238.4
02120.0
0505408.0
0
f5.9
.7S
taircase
(exclu
din
gla
ndin
g)
except
spiral
sta
ircase
sqm
204.0
0337.0
068748.0
0
g5.9
.16.1
Edge
of
sla
bs
and
bre
aks
infloors
and
walls
under
20 c
ms w
ide
metr
e61.1
0602.0
036782.2
0
h5.9
.19
Weath
er
sheds,
chajja
,corb
els
etc
.in
clu
din
g
edges
sqm
258.6
0429.0
0110939.4
0
j5.9
.4S
helv
es (
cast
in s
itu)
sqm
187.3
536.0
06744.6
0
A3.0
55.1
1E
xtr
afo
radditio
nal
heig
ht
incente
ring
and
shutt
ering
where
ver
required
with
adequate
bra
cin
g,
pro
ppin
getc
inclu
din
gcost
of
de-
shutt
ering
and
de-c
entr
ing
at
all
levels
,over
a
heig
ht
of
3.5
mfo
revery
additio
nal
heig
ht
of
1m
or
part
there
of
(pla
n a
rea t
o b
e m
easure
d)
Civ
il :
Page-5
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
5.1
1.1
Suspended
floors
,ro
ofs
,la
ndin
gs,
beam
s&
balc
onie
s (
pla
n a
rea t
o b
e m
easure
d)
sqm
106.2
03546.0
0376585.2
0
A3.0
65.2
2R
ein
forc
em
ent
for
RC
Cw
ork
inclu
din
g
str
aig
hte
nin
g,
cutt
ing,
bendin
g,
pla
cin
gin
positio
n
and b
indin
g a
ll com
ple
te u
pto
plin
th level.
5.2
2.6
Therm
o -
Mechanic
ally
Tre
ate
d b
ars
.kg
42.7
0127403.0
05440108.1
0
5.2
2.1
Mild
ste
el and M
ediu
m T
ensile
ste
el bars
kg
41.5
05200.0
0215800.0
0
5.2
2.2
Hard
dra
wn s
teel w
ire
kg
41.5
0500.0
020750.0
0
A3.0
75.2
2A
Rein
forc
em
ent
for
RC
Cw
ork
inclu
din
g
str
aig
hte
nin
g,
cutt
ing,
bendin
g,
pla
cin
gin
positio
n
and b
indin
g a
ll com
ple
te,
above p
linth
5.2
2.6
Therm
o -
Mechanic
ally
Tre
ate
d b
ars
.kg
42.7
0225071.0
09610531.7
0
5.2
2.1
Mild
ste
el and M
ediu
m T
ensile
ste
el bars
kg
41.5
0700.0
029050.0
0
A3.0
85.1
6P
rovid
ing
,hois
ting
and
fixin
gupto
floor
five
level
pre
cast
rein
forc
ed
cem
ent
concre
tein
shelv
es
inclu
din
gsett
ing
incem
ent
mort
ar
1:3
(1
cem
ent
:
3coars
esand),
cost
of
required
cente
ring
,
shutt
ring
and
finis
hin
gw
ith
neat
cem
ent
punnin
g
on e
xpos
cum
6840.1
011.0
075241.1
0
Su
b H
ead
To
tal
Rs.
2
7,9
33,6
22.0
5
Rs.
-
Co
st
aft
er
ind
ex
Rs.
4
8,3
25,1
66.1
5
A4.0
SU
BH
EA
D N
O.
4 :
BR
ICK
WO
RK
A4.0
16.1
Brick
work
with
FP
Sbricks
of
cla
ss
desig
nation
75
in f
oundation a
nd p
linth
in :
6.1
.2C
em
ent
mort
er
1:6
(1 c
em
ent
: 6 c
oars
e s
and)
cum
2121.7
5258.0
0547411.5
0
A4.0
26.4
Brick
work
with
F.P
.S.
bricks
of
cla
ss
desig
nation
75
insupers
tructu
reabove
plin
thle
velup
tofloor
V
level in
all
shapes a
nd s
izes in :
6.4
.2C
em
ent
mort
er
1:6
(1 c
em
ent
: 6 c
oars
e s
and)
cum
2430.2
5643.0
01562650.7
5
A4.0
36.1
2H
alf
brick
masonry
with
FP
Sbrick
of
cla
ss
desig
nation 7
5 in f
oundations a
nd p
linth
in.
6.1
2.2
Cem
ent
mort
ar
1:4
(1 c
em
ent
: 4 c
oars
e s
and)
sqm
270.3
560.0
016221.0
0
A4.0
46.1
3H
alf
brick
masonry
with
bricks
of
cla
ss
desig
nation
75
insuper
str
uctu
reabove
plin
thle
velupto
floor
V
level:
6.1
3.2
cem
ent
mort
ar
1 :
4 (
1 c
em
ent:
4 c
oars
e s
and)
sqm
302.8
02184.0
0661315.2
0
Civ
il :
Page-6
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A4.0
56.1
5E
xtr
afo
rpro
vid
ing
and
pla
cin
gin
positio
n2
Nos.
6m
mdia
.M
Sbars
at
every
third
cours
eof
half
brick m
asonry
( w
ith F
PS
bricks)
sqm
47.8
059.0
02820.2
0
Su
b H
ead
To
tal
Rs.
2,7
90,4
18.6
5
Rs.
-
Co
st
aft
er
ind
ex
Rs.
4,8
27,4
24.2
6
A5.0
SU
BH
EA
D N
O.
5 :
WO
OD
WO
RK
& J
OIN
ER
Y
A5.0
19.1
Pro
vid
ing w
ood w
ork
s in f
ram
es o
f doors
, w
indow
s,
cle
resto
ry w
indow
s a
nd o
ther
fram
e a
nd f
ixed in
positio
n:
9.1
.2S
al w
ood
cum
30511.9
02.5
076279.7
5
A5.0
29.2
1P
rovid
ing
and
fixin
gIS
Im
ark
ed
flush
door
shutt
ers
non-d
ecora
tive
type,
core
of
blo
ck
board
constr
uction
with
fram
eof
1st
cla
ss
hard
wood
and
well
matc
hed
com
merc
ial
3ply
veneering
with
vert
ical
gra
ins
or
cro
ss
bands
and
face
veneers
on b
oth
faces
9.2
1.1
35
mm
thic
kin
cl.IS
Im
ark
ed
sta
inle
ss
ste
el
butt
hin
ges w
ith n
ecessary
scre
ws
sqm
929.9
527.0
025108.6
5
A5.0
39.2
3E
xtr
afo
rpro
vid
ing
lippin
gw
ith
2nd
cla
ss
teak
wood
batt
ens
25
mm
min
imum
depth
on
all
edges
of
shutt
ers
(over
all
are
aof
door
shutt
er
tobe
measure
d)
over
item
no.
9.2
0 a
nd 9
.21
sqm
284.5
527.0
07682.8
5
A5.0
49.4
8P
rovid
ing
and
fixin
gM
.S.
grills
of
required
patt
ern
infr
am
es
of
win
dow
setc
.w
ith
M.S
.flats
square
or
round b
ars
etc
. all
com
ple
te.
9.4
8.2
Fix
ed
toopenin
gs
/wooden
fram
es
with
raw
lplu
gs
scre
ws e
tc.
Kg.
64.4
014390.0
0926716.0
0
A5.0
59.9
7P
rovid
ing
and
fixin
galu
min
ium
tow
er
bolts
ISI
mark
ed
anodis
ed
(anodic
coating
not
less
than
gra
de
AC
10
as
per
IS:
1868)
transpare
nt
or
dyed
tore
quired
colo
ur
or
shade
with
necessary
scre
ws
etc
. com
ple
te
9.9
7.2
250 x
10 m
meach
62.2
0105.0
06531.0
0
Civ
il :
Page-7
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A5.0
69.1
01
Pro
vid
ing
and
fixin
galu
min
ium
hangin
gfloor
door
sto
pper
ISI
mark
ed
anodis
ed
(anodic
coating
not
less
than
gra
de
AC
10
as
per
IS:1
868)
transpare
nt
or
dyed t
o r
equired c
olo
r and s
hade w
ith n
ecessary
scre
ws e
tc.
com
ple
te:
9.1
01.2
Tw
in r
ubber
sto
pper.
each
53.9
050.0
02695.0
0
A5.0
79.1
2E
xtr
afo
rpro
vid
ing
froste
dgla
ss
panes
10K
g/s
qm
(4m
mth
ick)
inste
ad
of
ord
inary
gla
ss
panes
10kg/s
qm
(4m
mth
ick)
imdoors
,w
indow
sand
cle
resto
ryw
indow
shutt
ers
.(A
rea
of
openin
gfo
r
gla
ss
panes
exclu
din
gport
ion
insid
ere
bate
shall
be m
easure
d)
sqm
10.4
5450.0
04702.5
0
A5.0
89.1
22.1
30
mm
thic
kgla
ss
fibre
rein
forc
ed
pla
stic
(FR
P)
panelle
ddoor
shutt
er
of
required
colo
ur
and
appro
ved
bra
nd
and
manufa
ctu
re,
made
with
fire
reta
rdant
gra
de
unsatu
rate
dpoly
este
rre
sin
,
mould
ed
to3
mm
thic
kF
RP
lam
inate
for
form
ing
hollo
wra
ilsand
sty
les,
with
wooden
fram
eand
suitable
blo
cks
of
seasoned
wood
insid
eat
required
pla
ces
for
fixin
gof
fitt
ings,
cast
monolit
hic
ally
with
5m
mth
ick
FR
Pla
min
ate
for
panels
and
confo
rmin
gto
IS:
14856
-2000
inclu
din
g f
ixin
g t
o f
ram
es.
sqm
1363.1
080.0
0109048.0
0
A5.0
99.8
4P
rovid
ing
and
fixin
gIS
:3564
mark
ed
alu
min
ium
extr
uded
section
body
tubula
rty
pe
univ
ers
al
hydra
ulic
door
clo
ser
with
double
speed
adju
stm
ent
with
necessary
accessories
and
scre
ws
etc
.com
ple
te:
Hard
wyn
make
(Eddy)
or
equiv
ale
nt
each
911.1
021.0
019133.1
0
A5.1
0N
on S
ch
Pro
vid
ing
and
fixin
gS
TA
INLE
SS
ST
EE
Lcyle
drical
lock
without
key
of
Godre
jm
ake
or
equiv
alle
nt
inclu
din
gand
necessary
fitt
ings
,fixtu
res,
labour
etc
. com
ple
teeach
800.0
03.0
02400.0
0
Civ
il :
Page-8
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A5.1
1N
on S
ch
Pro
vid
ing
and
fixin
gS
TA
INLE
SS
ST
EE
Lcyle
drical
lock
with
key
of
Godre
jm
ake
or
equiv
alle
nt
inclu
din
gand
necessary
fitt
ings
,fixtu
res,
labour
etc
.com
ple
te(M
aste
rkey
tobe
pro
vid
ed
if
required)
each
950.0
050.0
047500.0
0
Su
b H
ead
To
tal
Rs.
1,1
77,8
96.8
5
Rs.
49,9
00.0
0
Co
st
aft
er
ind
ex
Rs.
2,0
37,7
61.5
5
A6.0
SU
BH
EA
D N
O.
6 :
ST
EE
L W
OR
K
A6.0
110.3
Pro
vid
ing
inpositio
ncolla
psib
leste
el
shutt
ers
with
vert
ical
channels
20X
10X
2m
mand
bra
ced
with
flat
iron
dia
gonals
20X
5m
msiz
ew
ith
top
&bott
m
rail
of
Tiron
40
X40
X6
mm
with
40
mm
dia
,ste
el
pully
scom
ple
tew
ith
bolts
,nuts
,lo
ckin
g
arr
angem
ents
,sto
ppers
,handle
s,
inclu
din
g
apply
ing o
f prim
ing c
oats
of
appro
ved s
teel prim
er.
sqm
2592.7
07.0
018148.9
0
A6.0
210.1
7P
rovid
ing
and
fixin
gM
.S.
fan
cla
mp
type
Iof
16
mm
dia
M.S
.bar
bent
toshape
with
hooked
ends
inR
CC
sla
bs
during
layin
gin
clu
din
gpain
ting
the
exposed
port
ion
of
loop,
all
as
per
sta
ndard
desig
n
com
ple
te..
each
75.2
0250.0
018800.0
0
A6.0
310.2
6P
rovid
ing
and
fixin
ghandra
ilby
weld
ing
etc
.to
ste
el
ladder
raili
ng,
balc
ony
raili
ng
&sta
ircase
raili
ng
inclu
din
gaply
ing
aprim
ing
coat
of
appro
ved
ste
el prim
er.
10.2
6.2
ER
W t
ubes 4
0m
m n
om
inal dia
Kg
111.5
0298.0
033227.0
0
A6.0
410.2
5S
teelw
ork
weld
ed
inbuilt
up
sections/f
ram
ed
work
inclu
din
gpro
vid
ing
cutt
ing
hois
ting,
fixin
gin
positio
nand
apply
ing
aprim
ing
coat
of
appro
ved
ste
el prim
er
usin
g s
tructu
ral ste
el etc
. as r
equired
a10.2
5.1
In s
trin
gers
, tr
eads,
landin
gs e
tc.
of
sta
ir c
ases
inclu
din
g u
se o
f chequere
d p
late
where
ver
required,
all
com
ple
te.
kg
48.9
5100.0
04895.0
0
b10.2
5.2
a)
Ingra
tings,
fram
es,
guard
bar
,la
dder,
raili
ngs
,
bra
ckets
, g
ate
s ,
grill
& s
imila
r w
ork
sK
g51.2
01010.0
051712.0
0
Civ
il :
Page-9
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A6.0
510.2
Str
uctu
ral
ste
el
work
rivete
d,
bolted
or
weld
ed
in
built
up
sections,
truss
and
fram
ew
ork
,in
clu
din
g
cutt
ing
hois
ting,
fixin
gin
positio
nand
apply
ing
a
prim
ing c
oat
of
appro
ved s
teel prim
er
all
com
ple
te.
kg
46.3
512850.0
0595597.5
0
A6.0
6non-
schedule
Ste
el
work
inbuilt
up
M.S
tube
(as
per
IS
1161)w
ork
sin
clu
din
gcutt
ing,
hois
ting,
fixin
gin
positio
n,
weld
ing,
boltin
gin
clu
din
gapply
ing
acoat
of
ste
el prim
er
com
ple
te.
kg
90.0
015200.0
01368000.0
0
A6.0
710.6
.1S
upply
ing
and
fixin
gro
lling
shutt
ers
of
appro
ved
make,
made
of
required
siz
eM
.S.
lath
sin
terlocked
togeth
er
thro
ugh
their
entire
length
and
join
ted
togeth
er
at
the
end
by
end
locks
mounte
don
specia
llydesig
ned
pip
eshaft
with
bra
ckets
,sid
e
guid
es
and
arr
angem
ents
for
insid
eand
outs
ide
lockin
gw
ith
push
and
pull
opera
tion
com
ple
te
inclu
din
gth
ecost
of
pro
vid
ing
and
fixin
gnecessary
27.5
cm
long
wire
springs
gra
de
No.
2and
M.S
.
top c
over
of
required t
hic
kness f
or
rolli
ng s
hutt
ers
.
80
x1.2
5m
mM
.S.
lath
sw
ith
1.2
5m
mth
ick
top
cover
sqm
1208.0
054.0
065232.0
0
A6.0
810.7
Pro
vid
ing a
nd f
ixin
g b
all
bearing f
or
rolli
ng s
hutt
ers
each
356.5
012.0
04278.0
0
A6.0
910.9
Extr
afo
rpro
vid
ing
grille
dro
lling
shutt
ers
manufa
ctu
red
out
of
8m
mdia
M.S
.bar
inste
ad
of
lath
sas
per
desig
nappro
ved
by
Engin
eer-
in-
charg
e.
(are
a o
f grill
to b
e m
easure
d)
sqm
214.9
015.0
03223.5
0
A6.1
010.8
.1E
xtr
afo
rpro
vid
ing
mechanic
al
devic
echain
and
cra
nk o
pera
tion f
or
opera
ting r
olli
ng s
hutt
ers
Exceedin
g10.0
0sqm
and
upto
16.8
0sqm
inth
e
are
asqm
480.3
054.0
025936.2
0
Civ
il :
Page-1
0
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A6.1
1N
on
Schedule
Supply
, fa
brication a
nd insta
lation o
f sta
inle
ss s
teel
raili
ng
(of
304
gra
ge)
fabricate
dw
ith
sta
ndard
tube,
pile
s,
solid
section
of
sta
inle
ss
ste
el,
weld
ed
and
grinded,
with
sm
ooth
bend
and
curv
eat
turn
ing
as
per
desig
n,
polis
hin
gcom
ple
teto
giv
efinis
hed
look,
fixin
gw
ith
base
sla
b/
concre
teor
sid
ew
all/
RC
Cby
suitable
fastn
er
com
ple
teas
per
instr
uction o
f E
IC.
Kg
850.0
0849.0
0721650.0
0
Su
b H
ead
To
tal
Rs.
821,0
50.1
0
Rs.
2
,089,6
50.0
0
Co
st
aft
er
ind
ex
Rs.
1,4
20,4
16.6
7
A7.0
SU
BH
EA
D N
O.
7 :
FL
OO
RIN
G
A7.0
111.3
6P
rovid
ing
and
fixin
g1st
qualit
ycera
mic
gla
zed
wall
tile
sconfo
rmin
gto
IS:
15622
(thic
kness
tobe
specifie
dby
the
manufa
ctu
re)
of
appro
ved
make
in
all
colo
urs
,shades
except
burg
andy,
bott
legre
en,
bla
ck
of
any
siz
eas
appro
ved
by
Engin
eer-
in-
charg
ein
skirting,
risers
of
ste
ps
and
dados
over
12m
mth
ick
bed
of
cem
ent
mort
ar
1:3
(1cem
ent
:
3coars
esand)
and
join
ting
with
gre
ycem
ent
slu
rry
@3.3
Kg/s
qm
inclu
din
gpoin
ting
inw
hite
cem
ent
mix
ed w
ith p
igm
ent
of
matc
hin
g s
hade c
om
ple
te.
sqm
556.6
01587.0
0883324.2
0
A7.0
2N
on
Schedule
Pro
vid
ing
and
layin
gm
att
finis
hed
rectified
gla
zed
cera
mic
floor
tile
s400
X400
mm
or
more
(thic
kness
tobe
specifie
dby
manufa
ctu
rer)
of
1st
qualit
yconfo
rmin
gto
IS:
15622
of
appro
ved
make
inall
colo
urs
,shades,
except
White,
Ivory
,G
rey,
Fum
eR
ed
Bro
wn
laid
on
20
mm
thic
kcem
ent
mort
ar
1:4
(1cem
ent
:4
coars
esand)
inclu
din
g
gro
uting
the
join
tsw
ith
White
cem
ent
and
matc
hin
g P
igm
ents
etc
. com
ple
te.
sqm
1000.0
0520.0
0520000.0
0
Civ
il :
Page-1
1
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A7.0
311.4
1P
rovid
ing
and
layin
gpolis
hed
vitrified
floor
tile
sin
diffe
rent
siz
es
(thic
knes
tobe
specifie
dby
the
manufa
ctu
rer)
with
wate
rabsorp
tion's
less
than
0.0
8%
and
confo
rmin
toIS
:15622
of
appro
ved
make
inall
colo
urs
and
shake,
laid
on
20
mm
thic
k
cem
ent
mota
r1:4
(1
cem
ent
:4
coars
esand)
inclu
din
ggro
uting
the
join
tsw
ith
white
cem
ent
and
matc
hin
g p
igm
ents
etc
. com
ple
te.
a11.4
1.2
Siz
e o
f T
ile 6
0X
60 c
msqm
1031.8
61663.0
01715983.1
8
11.4
1.4
Siz
e o
f tile
100 x
100 c
msqm
1733.0
5229.0
0396868.4
5
A7.0
4N
on
Schedule
Pro
vid
ing
and
layin
gpolis
hed
vitrified
tile
sdado/
facia
indiffe
rent
siz
es
(thic
knes
tobe
specifie
dby
the
manufa
ctu
rer)
with
wate
rabsorp
tion's
less
than
0.0
8%
and
confo
rmin
toIS
:15622
of
appro
ved
make
inall
colo
urs
and
shake,
laid
on
12
mm
thic
k
cem
ent
mort
ar
of
1:3
and
join
ting
with
gre
ycem
ent
slu
rry
inclu
din
gpoin
ting
inw
hite
cem
ent
mix
ed
with
pig
ment
of
matc
hin
g s
hade c
om
ple
te.
Siz
e o
f tile
100 x
100 c
msqm
2500.0
0131.0
0327500.0
0
A7.0
511.4
2D
educt
for
not
usin
g20
mm
thic
kcem
ent
mort
ar
1:4
(1cem
ent
:4
coars
esand)
beddin
gin
layin
gof
floor
tile
s.
sqm
-233.9
51892.0
0-4
42633.4
0
A7.0
611.4
3F
ixin
ggla
ze/
Cera
mic
/V
itrified
floor
tile
sw
ith
cem
ent
based
hig
hpoly
mer
modifie
dquic
k-
set
tile
adhesiv
e(w
ate
rbased)
confo
rmin
gto
IS:
15477,
usin
g5
Kg.
adhesiv
e/
sqm
of
tile
are
a,
in
avera
ge 3
mm
thic
kness.
sqm
224.7
01892.0
0425132.4
0
A7.0
711.2
1P
rovid
ing
and
fixin
g10m
mth
ick
acid
and
or
alk
ali
resis
tant
tile
sof
appro
ved
make
and
colo
ur
usin
g
acid
and
or
alk
ali
resis
ting
mort
ar
beddin
gand
join
tsfille
dw
ith
acid
and
or
alk
ali
resis
ting
cem
ent
as
per
IS:4
457
com
ple
teas
per
the
direction
of
E-I
-
C.
11.2
1.1
.1In
flooring
on
abed
of
10m
mth
ick
mort
ar
1:4
(1
acid
pro
of
cem
ent:
4coars
esand):
Acid
and
alk
ali
resis
tant
tile
.sqm
873.0
0200.0
0174600.0
0
Civ
il :
Page-1
2
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
11.2
1.2
.1In
dado/
skirting
on
12m
mth
ick
mort
ar
1:4
(1acid
pro
of
cem
ent:
4coars
esand):
Acid
and
alk
ali
resis
tant
tile
.sqm
909.1
520.0
018183.0
0
A7.0
811.3
Cem
ent
concre
teflooring
1:2
:4(1
cem
ent
:2
coars
esand
:4
gra
ded
sto
ne
aggre
gate
)finis
hed
with
afloating
coat
of
neat
cem
ent
inclu
din
g
cem
ent
slu
rry,
but
exclu
din
gth
ecost
of
nosin
gof
ste
ps e
tc.
com
ple
te.
11.3
.140m
mth
ick
with
20m
mnom
inal
siz
esto
ne
aggre
gate
ssqm
192.9
5152.0
029328.4
0
A7.0
911.6
Cem
ent
pla
ste
rskirting
&dado
with
cem
ent
mort
ar
1:3
(1cem
ent:
3coars
esand)
finis
hed
with
a
floating c
oat
of
neat
cem
ent
11.6
.118 m
m t
hic
ksqm
168.5
042.0
07077.0
0
A7.1
011.5
62m
mth
ick
cem
ent
concre
teflooring
with
concre
te
hard
ener
toppin
gunder
layer
50m
mth
ick
cem
ent
concre
te1:2
:4and
top
layer
12m
mth
ick
cem
ent
hard
ener
consis
ting
of
mix
1:2
(1cem
ent
hard
ener
mix
:2gra
ded
sto
ne
aggre
gade
6m
mnom
inalsiz
e)
by
volu
me.
Hard
enin
gcom
pound
ism
ixed
@2
litre
per
50kg
of
cem
ent
or
as
per
manufa
ctu
rers
specific
ation.
This
inclu
des
cost
of
cem
ent
slu
rry,
but
exclu
des c
ost
of
nosin
g o
f ste
ps e
tc c
om
ple
te.
sqm
318.6
51070.0
0340955.5
0
A7.1
18.5
Extr
a f
or
pro
vid
ing o
penin
g o
f re
quired s
ize &
shape f
or
wash b
asin
s /
kitchen s
ink in k
itchen
pla
tform
, vanity c
ounte
rs a
nd s
imila
r lo
cation in
marb
le /
gra
nite /
sto
ne w
ork
inclu
din
g n
ecessary
hole
s f
or
pill
ar
taps e
tc.
inclu
din
g r
ubbin
g a
nd
polis
hin
g o
f cut
edges e
tc.
com
ple
teeach
151.0
020.0
03020.0
0
A7.1
211.2
6K
ota
sto
ne
sla
bflooring
over
20
mm
(avera
ge)
thic
kbase
laid
over
and
join
ted
with
gre
ycem
ent
slu
rry
mix
ed
with
pig
ment
tom
atc
hth
eshade
of
the
sla
bin
clu
din
gru
bbin
gand
polis
hin
gcom
ple
te
with
base
of
cem
ent
mort
ar
1:4
(1cem
ent
:4
coars
e s
and)
11.2
6.1
25 m
m t
hic
ksqm
694.4
0191.0
0132630.4
0
Civ
il :
Page-1
3
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A7.1
311.2
7K
ota
sto
ne
sla
bs
25
mm
thic
kin
risers
of
ste
ps,
skirting,
dado
and
pill
ars
laid
on
12
mm
(avera
ge)
thic
kcem
ent
mort
ar
1:3
(1cem
ent
:3
coars
esand)
and
join
ted
with
gre
ycem
ent
slu
rry
mix
ed
with
pig
ment
tom
atc
hth
eshade
of
sla
bs,
inclu
din
g
rubbin
g a
nd p
olis
hin
g c
om
ple
tesqm
676.7
5125.0
084593.7
5
A7.1
411.3
Extr
afo
rpre
finis
hed
nosin
gin
trades
of
ste
ps
of
kota
sto
ne/
sand s
tone s
lab.
metr
e26.4
0195.0
05148.0
0
A7.1
5N
on
Schedule
Gra
nite s
tone s
labs w
ith h
orn
ned f
inis
h (
of
any
colo
ur
and s
hade)
20m
m t
hic
k in s
teps,
risers
,landin
g,
skirting laid
on 1
2m
m (
avg)
thic
k
cem
ent
mort
ar
1:3
( 1
cem
ent:
3 c
oars
e s
and)
and
join
ted w
ith w
hite c
em
ent
slu
rry m
ixed w
ith
pig
ment
to m
atc
h t
he s
hade o
f th
e s
labs,
inclu
din
g
rubbin
g a
nd p
olis
hin
g c
om
ple
te.
sqm
2750.0
0616.8
91696447.5
0
A7.1
68.2
Pro
vid
ing
and
fixin
g18
mm
thic
kgang
saw
cut
mirro
rpolis
hed
pre
mould
ed
and
pre
polis
hed)
machin
ecut
for
kitchen
pla
tform
s,
vanity
counte
rs,
win
dow
sill
s,
facia
sand
sim
ilar
locations
of
requirie
dsiz
eof
appro
ved
shade,
colo
ur
and
textu
rela
idover
20
mm
thic
kbase
cem
ent
mort
ar
1:4
(1cem
ent
:4
coars
esand)
with
join
tstr
eate
d
with
white
cem
ent
mix
ed
with
matc
hin
gpig
ment,
epoxy
touch
ups,
inclu
din
gru
bbin
gcuring
mould
ing
and
polis
hin
gto
edge
togiv
ehig
hglo
ss
finis
h e
tc.
com
ple
te a
t all
levels
.
8.2
.2G
ranite o
f any c
olo
ur
and s
hade
8.2
.2.2
Are
a o
f sla
b o
ver
0.5
0 s
qm
sqm
2543.6
5300.0
0763095.0
0
A7.1
78.4
.1E
xtr
afo
rfixin
gm
arb
le/
gra
nite
sto
ne
over
and
above
corr
espondin
gbasic
item
,in
facia
and
dro
ps
of
wid
thupto
150m
mw
ith
epoxy
resin
based
adhesiv
e inclu
din
g c
leanin
g e
tc.
com
ple
te.
metr
e106.8
02400.0
0256320.0
0
A7.1
88.3
.1E
xtr
afo
rpro
vid
ing
edge
mould
ing
to18m
mth
ick
marb
lesto
ne
counte
rs,
vanitie
setc
.in
clu
din
g
machin
epolis
hin
gto
edge
togiv
ehig
hglo
ss
finis
h
etc
.com
ple
teas
per
desig
nappro
ved
by
E-I
-C,
-
Gra
nite W
ork
.m
etr
e97.6
0300.0
029280.0
0
Civ
il :
Page-1
4
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A7.1
9N
on
Schedule
Pre
-polis
hedG
ranite s
tone s
labs
(of
any c
olo
ur
and s
hade)
18m
m t
hic
k in f
loor
laid
on 1
2m
m (
avg)
thic
k c
em
ent
mort
ar
1:3
( 1
cem
ent:
3 c
oars
e s
and)
and join
ted w
ith w
hite c
em
ent
slu
rry m
ixed w
ith
pig
ment
to m
atc
h t
he s
hade o
f th
e s
labs,
inclu
din
g
rubbin
g a
nd p
olis
hin
g c
om
ple
te.
sqm
2350.0
050.0
0117500.0
0
A7.2
0non-
schedule
Pro
vid
ing a
nd f
ixin
g 2
mm
thk h
om
ogeneous
Poly
vin
yl chlo
ride a
nti-s
tatic s
heet
(of A
rmstr
ong o
r
equiv
ale
nt
make)
in f
looring a
nd s
kirting in
appro
ved p
att
ern
on a
sm
ooth
and d
am
p p
roof
base u
sin
g r
ubber
base a
dhesiv
es o
f appro
ved
qualit
y a
nd m
anufa
ctu
rer,
com
ple
te a
s p
er
instr
uction o
f E
-i-c
.
2.0
mm
thic
k T
ile.
Sqm
1500.0
0144.0
0216000.0
0
Su
b H
ead
To
tal
Rs.
4,8
22,9
05.8
8
Rs.
2
,877,4
47.5
0
Co
st
aft
er
ind
ex
Rs.
8,3
43,6
27.1
7
A8.0
SU
BH
EA
D N
O.
8 :
RO
OF
ING
A8.0
122.5
.P
rovid
ing
and
layin
gw
ate
rpro
ofing
treatm
ent
in
sunken
port
ion
of
WC
s,
bath
room
etc
.,by
apply
ing
cem
ent
slu
rry
mix
ed
with
wate
rpro
ofing
cem
ent
com
pound
consis
ting
of
apply
ing
:a)
First
layer
of
slu
rry
cem
ent
@0.4
88
kg/s
qm
mix
ed
with
wate
r
pro
ofing
cem
ent
com
pound
@0.2
53
kg/s
qm
.T
his
layer
will
be
allo
wed
toair
cure
for
4hours
.b)
Second
layer
of
slu
rry
of
cem
ent
@0.2
42
kg/s
qm
mix
ed
with
wate
rpro
ofing
cem
ent
com
pound
@
0.1
26
kg/s
qm
.T
his
layer
will
be
allo
wed
toair
toair
tocure
for
4hours
follo
wed
with
wate
rcuring
for
48
hours
.T
he
rate
inclu
des
pre
para
tion
of
surf
ace,
treatm
ent
and
sealin
gof
all
join
ts,
corn
ers
,
junctions
of
pip
es
and
masonary
with
poly
mer
slu
rry.
sqm
143.8
5309.2
044478.4
2
A8.0
222.7
.1P
rovid
ing
and
layin
gin
tegra
lcem
ent
based
wate
r
pro
ofing
treatm
ent
inclu
din
gpre
para
tion
of
surf
ace
as
required
for
treatm
ent
of
roofs
,balc
onie
s,
terr
aces e
tc.
consis
ting o
f fo
llow
ing o
pera
tions.
Civ
il :
Page-1
5
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
a)
Apply
ing
and
gro
uting
aslu
rry
coat
of
neat
cem
ent
usin
g2.7
5kg/s
qm
of
cem
ent
adm
ixed
with
pro
prieta
ryw
ate
rpro
ofing
com
pound
confo
rmin
gn
toIS
2645
over
the
RC
Csla
bin
clu
din
gcle
anin
g
the s
urf
ace b
efo
re t
reatm
ent.
b)
Layin
gcem
ent
concre
teusin
gbro
ken
bricks
/
brick
bats
25m
mto
100m
msiz
ew
ith
50%
of
cem
ent
mort
ar
1:5
(1cem
ent
:5
coars
esand)
adm
ixed
with
pro
prieta
ryw
ate
rpro
ofing
com
pound
confo
rmin
gto
IS:
2645
over
20m
mth
ick
layer
of
cem
ent
mort
ar
of
mix
1:5
(1cem
ent
:5
coars
e
sand)
adm
ixed
with
pro
prieta
ryw
ate
rpro
ofing
com
pound
confo
rmin
gto
IS:
2645
tore
quired
slo
pe
and
treating
sim
ilarly
the
adjo
inin
gw
alls
upto
300m
mheig
ht
inclu
din
gro
undin
gof
junctions
of
walls
and s
labs.
c)
Aft
er
two
days
of
pro
per
curing
apply
ing
asecond
coat
of
cem
ent
slu
rry
adm
ixed
with
pro
prieta
ry
wate
r pro
ofing c
om
pound c
onfo
rmin
g t
o I
S:
2645.
d)
Fin
ishin
gth
esurf
ace
with
20m
mth
ick
join
tless
cem
ent
mort
ar
of
mix
1:4
(1cem
ent
:4
coars
e
sand)
adm
ixed
with
pro
prieta
ryw
ate
rpro
ofing
com
pound
confo
rmin
gto
IS:
2645
and
finally
finis
hin
gth
esurf
ace
with
trow
el
with
neat
cem
ent
slu
rry a
nd m
akin
g o
f 300X
300 m
m s
quare
.
e)
The
whole
terr
ace
so
finis
hed
shall
be
flooded
with
wate
rfo
ra
min
imum
period
of
two
weeks
for
curing
and
for
final
test.
All
above
opera
tions
tobe
done
inord
er
and
as
directe
dand
specifie
dby
the
Engin
eer
- in
- charg
e.
With
avera
ge
thic
kness
of
120m
mand
min
imum
thic
kness a
t khurr
a a
s 6
5m
m
The
treatm
ent
isto
be
carr
ied
out
by
aspecia
lised
agency
with
the
appro
valof
the
Engin
eer
and
shall
be
guara
nte
ed
fully
eff
ective
for
am
inim
um
period
of
10 y
ears
.
Civ
il :
Page-1
6
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
Notw
ithsta
ndin
gth
is,
the
responsib
ility
of
eff
ectiveness
of
the
treatm
ent
shall
be
fully
,
entire
lyand
unqualif
iecly
be
that
of
the
main
contr
acto
r fo
r th
e w
ork
.sqm
536.4
0838.0
0449503.2
0
A8.0
312.2
2M
akin
gkhura
s45x45cm
with
avera
ge
min
mum
thic
kness o
f 5 c
m c
em
ent
concre
te 1
:2:4
(1 c
em
ent
:2coars
esand:
4gra
ded
sto
ne
aggre
gate
of
20
mm
nom
inal
siz
e)
over
PV
Csheet
1m
x1m
x
400m
icro
n,
finis
hed
with
12m
mcem
ent
pla
ste
r1:3
(1cem
ent:
3coars
esand)
and
acoat
of
neat
cem
ent
roundin
gof
the
edges
and
makin
gand
finis
hin
g
the o
utlet
com
ple
teeach
108.0
011.0
01188.0
0
A8.0
412.4
4P
rovid
ing
and
fixin
gto
the
inle
tm
outh
of
rain
wate
r
pip
es
cast
iron
gra
ting
15
cm
dia
metr
eand
weig
hin
g n
ot
less t
han 4
40 g
ram
s.
each
23.4
011.0
0257.4
0
A8.0
512.4
0P
rovid
ing
and
fixin
gon
wall
face
unpla
sticis
ed
Rig
idP
VC
rain
wate
rpip
es
confo
rmin
gto
IS:
13592
Type
Ain
clu
din
gjo
inting
with
seal
ring
confo
rmin
gto
IS:
5382
leavin
g10m
mgap
for
therm
al expansio
n.(
i) S
ingle
sockete
d p
ipes
12.4
0.2
110 m
m d
iam
ete
rm
etr
e163.4
0180.0
029412.0
0
A8.0
612.4
2P
rovid
ing
and
fixin
gon
wall
face
unpla
sticis
ed
-
PV
Cm
odule
dfitt
ings/
acessories
for
unpla
sticis
ed
Rig
idP
VC
rain
wate
rpip
es
confo
rmin
gto
IS:
13592
Type
Ain
clu
din
gjo
inting
with
seal
ring
confo
rmin
gto
IS:
5382
leavin
g10m
mgap
for
therm
al expansi
a12.4
2.5
Bend 8
7.5
º
12.4
2.5
.2110 m
m b
end
each
134.2
011.0
01476.2
0
b12.4
2.6
Shoe (
Pla
in)
12.4
2.6
.2110 m
meach
263.1
011.0
02894.1
0
c12.4
2.3
Sin
gle
tee w
ith d
oor
12.4
2.3
.2110 x
110 x
110 m
meach
260.7
011.0
02867.7
0
Civ
il :
Page-1
7
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A8.0
712.4
3P
rovid
ing
and
fixin
gunpla
sticis
ed
PV
Cpip
eclip
s
of
appro
ved d
esig
n t
o u
npla
sticis
ed P
VC
rain
wate
r
pip
es
by
means
of
50
x50
x50
mm
hard
wood
plu
gs
scre
wed
with
MS
scre
ws
of
required
length
inclu
din
gcuting
brick
work
and
fixin
gin
cem
ent
mort
ar
1:4
(1
12.4
3.2
110 m
meach
96.9
0120.0
011628.0
0
Su
b H
ead
To
tal
Rs.
543,7
05.0
2
Rs.
-
Co
st
aft
er
ind
ex
Rs.
940,6
09.6
8
A9.0
SU
BH
EA
D N
O.
9 :
FIN
ISH
ING
A9.0
113.4
12 m
m c
em
ent
pla
ste
r of
mix
13.4
.21:6
(1 c
em
ent
: 6 c
oarr
se s
and)
sqm
72.7
02725.0
0198107.5
0
A9.0
213.5
15
mm
cem
ent
pla
ste
ron
the
rough
sid
eof
sin
gle
of
half b
rick w
all
of
mix
13.5
.21:6
(1 C
em
ent
: 6 c
oars
e s
and)
sqm
84.5
53603.0
0304633.6
5
A9.0
313.1
66 m
m c
em
ent
pla
ste
r of
mix
:
13.1
6.1
1:3
( 1
cem
ent
: 3 f
ine s
and)
sqm
62.1
53065.0
0190489.7
5
A9.0
413.6
20m
m c
em
ent
pla
ste
r of
mix
:
13.6
.11:4
(1 c
em
ent
: 4 c
oars
e s
and)
sqm
118.2
52913.0
0344462.2
5
A9.0
513.1
015
mm
cem
ent
pla
ste
r1:3
(1cem
ent
3coars
e
sand)
finis
hed
with
afloating
coat
of
neat
cem
ent
on t
he r
ough s
ide o
f sin
gle
or
half b
rief
wall
sqm
128.5
0250.0
032125.0
0
A9.0
613.2
2E
xtr
afo
rpla
ste
ring
exte
rior
walls
heig
ht
more
than
10m
from
gro
und
level
for
every
additio
nal
heig
ht
of
3m
or
part
there
of.
sqm
16.8
01308.0
021974.4
0
A9.0
713.4
2D
iste
rmpering
with
1st
qualit
yacry
licw
ashable
dis
tem
per
(ready
mix
ed)
of
appro
ved
manufa
ctu
rer
and
of
required
shade
and
colo
ur
com
ple
teas
per
manufa
ctu
rer's s
pecific
ation
13.4
2.1
Tw
o o
r m
ore
coats
on n
ew
work
sqm
23.5
51243.0
029272.6
5
A9.0
813.4
7F
inis
hin
gw
alls
with
pre
miu
macry
licsm
ooth
exte
rior
pain
tw
ith
sili
cone
additiv
ies
of
required
shade
13.4
7.1
New
work
(tw
oor
more
coat
applie
d@
1.4
3ltr/
10
sqm
over
and
inclu
din
gbase
coat
of
wate
rpro
ofing
cem
ent
pain
t applie
d @
2.2
0 k
g/1
0 s
qm
sqm
60.1
02873.0
0172667.3
0
A9.0
913.5
0A
pply
ing p
rim
ing c
oat:
Civ
il :
Page-1
8
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
a13.5
0.1
With
ready
mix
ed
pin
kor
gre
yprim
er
of
appro
ved
bra
nd
and
manufa
ctu
reon
wood
work
(Hard
and
soft
wood).
sqm
16.5
565.0
01075.7
5
b13.5
0.3
With
ready
mix
ed
red
oxid
ezin
cchro
mate
prim
er
of
appro
ved
bra
nd
and
manufa
ctu
reon
ste
el
galv
anis
ed iro
n/s
teel w
ork
ssqm
12.6
5800.0
010120.0
0
A9.1
013.6
1P
ain
ting
with
synth
etic
enam
el
pain
tof
appro
ved
bra
nd a
nd m
anufa
ctu
re t
o g
ive a
n e
ven s
hade:
13.6
1.1
Tw
o o
r m
ore
coats
on n
ew
work
sqm
33.2
5865.0
028761.2
5
A9.1
1non-
schedule
Pro
vid
ing
and
apply
ing
White
cem
ent
base
putt
y,
thic
kness
not
more
than
2m
m(B
irla
wallc
are
wall
putt
y/
JK
wall
putt
y)
over
pla
ste
red
surf
ace
to
pre
pare
the s
urf
ace e
ven a
nd s
mooth
com
ple
te.
sqm
86.0
010361.2
0891063.2
0
A9.1
213.3
7W
hite w
ashin
g w
ith lim
e t
o g
ive a
n e
ven s
hade
13.3
7.1
New
work
(th
ree o
r m
ore
coats
)sqm
6.7
5120.0
0810.0
0
A9.1
313.6
0W
all
pain
ting
with
pla
stic
em
uls
ion
pain
tof
appro
ved
bra
nd
and
manufa
ctu
reto
giv
ean
even
shade:
13.6
0.1
Tw
o o
r m
ore
coats
on n
ew
work
sqm
40.0
59751.2
0390535.5
6
A9.1
4N
on
Schedule
Fin
ishin
g w
alls
with G
ranule
s t
extu
red
pain
t of
Herita
ge s
urf
ace t
extu
res.
or
equiv
alle
nt
of
required s
hade
sqm
353.8
050.0
017690.0
0
A9.1
5N
on
Schedule
Fin
ishin
g w
alls
with
textu
red
pain
t P
erlin
a f
ine /
Rustik r
egula
r /
orn
apla
st/
perlin
a r
egula
r/ R
ustik
fine o
f S
pectr
um
pain
ts P
vt
ltd.
or
equiv
alle
nt
of
required s
hade &
textu
resqm
540.7
025.0
013517.5
0
A9.1
6N
on
Schedule
Pro
vid
ing a
nd f
ixin
g 2
0m
m x
20m
m (
or
sim
illar
siz
e)
gla
ss m
osaic
tile
s o
f te
xtu
re s
eries o
f I
talia
or
equiv
alle
nt
of
appro
ved c
olo
ur
and t
extu
re o
n w
all
facia
etc
. at
any h
eig
ht
inclu
din
g a
ll m
ate
rials
and
labours
com
ple
tesqm
1400.0
0250.0
0350000.0
0
Su
b H
ead
To
tal
Rs.
1,7
25,0
35.0
6
Rs.
1
,272,2
70.7
0
Co
st
aft
er
ind
ex
Rs.
2,9
84,3
10.6
5
A10.0
0S
UB
HE
AD
NO
. 10 :
AL
UM
INIU
M W
OR
K
Civ
il :
Page-1
9
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A10.0
1N
on s
ch
Pro
vid
ing a
nd f
ixin
g a
lum
iniu
m a
dju
sta
ble
louvere
d
win
dow
with 6
mm
thic
k.
froste
d g
lass,
all
exposed
edge t
o b
e m
achin
e p
olis
hed,
oute
r/in
term
idia
te
fram
e 5
0x25 (
2m
m t
hk.)
hollo
w A
lum
iniu
m s
ection
(Indal/ H
indalc
o/
Jin
dal) c
onfirm
ing t
o I
S:7
33 a
nd
IS:1
285,
Poly
este
r pow
der
coate
d a
lum
iniu
m
(min
imum
thic
kness o
f ply
este
r pow
der
coating 5
0
mic
ron),
fix
ed w
ith r
aw
l plu
gs a
nd s
cre
ws o
r w
ith
fixin
g c
lips,
or
with e
xpansio
n h
old
fastn
er
inclu
din
g
necessary
fill
ing u
p o
f gaps a
t ju
nctions,
at
top,
bott
om
and s
ides w
ith r
equired s
ilicon c
om
pound
etc
, com
ple
te a
s p
er
dra
win
g a
nd instr
uction o
f
Engin
eer-
In-C
harg
e.
sqm
2700.0
036.0
097200.0
0
A10.0
221.1
Pro
vid
ing a
nd f
ixin
g a
lum
iniu
m w
ork
for
doors
,
win
dow
s,
ventila
tors
and p
art
itio
ns w
ith e
xtr
uded
built
up s
tandard
tubula
r sections /
appro
priate
Z
sections a
nd o
ther
sections o
f appro
ved m
ake
confo
rmin
g t
o I
S :
733 a
nd I
S :
1285,
fixed w
ith
raw
l plu
gs a
nd s
cre
ws o
r w
ith f
ixin
g c
lips o
r w
ith
expansio
n h
old
faste
ners
inclu
din
g n
ecessary
filli
ng u
p o
f gaps a
t ju
nctions,
at
top,
bott
om
and
sid
es w
ith r
equired P
VC
/ n
eopre
ne f
elt e
tc.
Alu
min
ium
sections s
hall
be s
mooth
, ru
st
free,
str
aig
ht,
mitre
d a
nd join
ted m
echanic
ally
where
ver
required inclu
din
g c
leat
angle
.l A
lum
iniu
m s
nap
beadin
g f
or
gla
zin
g /
panelli
ng,
C.P
. bra
ss /
sta
inle
ss s
teel scre
ws a
ll com
ple
te a
s p
er
arc
hitectu
ral dra
win
gs a
nd t
he d
irections o
f
Engin
eer-
in-c
harg
e.
(Gla
zin
g a
nd p
anelli
ng t
o b
e
paid
for
separa
tely
)
21.1
.1F
or
fixed p
ort
ion
a21.1
.1.3
Poly
este
r pow
der
coate
d a
lum
iniu
m (
min
imum
thic
kness o
f ply
este
r pow
der
coating 5
0 m
icro
n)
kg
312.4
9716.4
03035403.3
6
Civ
il :
Page-2
0
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A10.0
321.1
.2F
or
shutt
ers
of
doors
win
dow
s &
ventila
tors
inclu
dis
ng p
rovid
ing a
nd f
ixin
g h
inges /
piv
ots
and
makin
g p
rovis
ion f
or
fixin
g o
f fitt
ings w
here
ver
required inclu
din
g t
he c
ost
of
PV
C /
neopre
ne
gasket
required (
Fittings s
hall
be p
aid
for
separa
tely
).
21.1
.2.3
Poly
este
r pow
der
coate
d a
lum
iniu
m (
min
imum
thic
kness o
f ply
este
r pow
der
coating 5
0 m
icro
n)
kg
332.8
513225.5
04402107.6
8
A10.0
4non-
schedule
Pro
vid
ing a
nd f
ixin
g 9
mm
thic
k p
rela
min
ate
d
part
icle
board
fla
t pre
ssed t
hre
e layer
or
gra
ded
wood p
art
icle
board
confo
rmin
g t
o I
S :
12833
Gra
de L
Type I
I, in p
anelli
ng f
ixed in a
lum
iniu
m
doors
, w
indow
s s
hutt
ers
and p
art
itio
n f
ram
es w
ith
C.P
.Bra
ss /
sta
inle
ss s
teel scre
ws e
tc.
com
ple
te a
s
per
arc
hitectu
ral dra
win
gs a
nd d
irections o
f
engin
eer-
in-c
harg
e
Pre
lam
inate
d p
art
icle
board
with d
ecora
tive
lam
ination o
n o
ne s
ide a
nd b
ala
ncin
g lam
ination
on o
ther
sid
es.
sqm
1200.0
080.0
096000.0
0
A10.0
521.4
Pro
vid
ing a
nd f
ixin
g d
ouble
action h
ydra
ulic
flo
or
spring o
f appro
ved b
rand a
nd m
anufa
ctu
re I
S :
6315 m
ark
ed,
for
doors
inclu
din
g c
ost
of
cutt
ing
floors
as r
equired,
em
beddin
g in f
loors
and c
over
pla
tes w
ith b
rass p
ivot
and s
ingle
pie
ce M
.S.
sheet
oute
r box w
ith s
lide p
late
etc
. com
ple
te a
s p
er
the
direction o
f E
ngin
eer
- in
- c
harg
e.
21.4
.1W
ith s
tain
less s
teel cover
pla
teeach
1733.5
63.0
0109210.5
0
A10.0
6P
rovid
ing a
nd f
ixin
g g
lazin
g in a
lum
iniu
m d
oor
win
dow
ventila
tor
shutt
ers
and p
art
itio
ns e
tc.
with
PV
C /
neopre
ne g
asket
etc
com
ple
te a
s p
er
the
arc
hitectu
ral dra
win
gs a
nd t
he d
irections o
f
engin
eer-
in-c
harg
e.
(Cost
of
alu
min
ium
snap
beadin
g s
hall
be p
aid
21.3
.1W
ith f
loat
gla
ss p
anes o
f 4.0
mm
thic
kness
sqm
554.9
5630.0
0349618.5
0
21.3
.2W
ith f
loat
gla
ss p
anes o
f 5.5
0 m
m t
hic
kness
sqm
673.5
5179.0
0120565.4
5
A10.0
7N
on s
ch
Extr
a f
or
pro
vid
ing c
olo
ure
d (
Blu
e )
tin
ted f
loat
gla
ss in p
lace o
f cle
ar
4m
m g
lass
sqm
125.0
0450.0
056250.0
0
Civ
il :
Page-2
1
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A10.0
8N
on s
ch
Pro
vid
ing a
nd f
ixin
g s
tain
less s
teel (S
S 3
04 g
rade)
door
handle
of
appro
ved q
ualit
y w
ith n
ecessary
sta
inle
ss s
teel fixtu
res e
tc.
to t
hedoor
as p
er
die
rection o
f E
ngin
ner
- in
-
charg
e c
om
ple
te
a25m
m d
ia 3
00m
m long in p
airs
each
pair
2070.0
010.0
020700.0
0
b32m
m d
ia 4
50m
m long in p
airs
each
pair
3000.0
06.0
018000.0
0
A10.0
921.1
2P
rovid
ing a
nd f
ixin
g a
lum
iniu
m t
ubula
r handle
ba
r
32 m
m o
ute
r dia
, 3.0
mm
thic
k &
2100 m
m long
with S
S s
cre
ws e
tc.
com
ple
te a
s p
er
dio
rection o
f
Engin
eer
- in
- c
harg
e
21.1
2.3
Poly
este
r pow
er
coate
d m
inim
um
thic
kness 5
0
mic
ron a
lum
iniu
m t
ubula
r handle
bar
each
467.9
510.0
04679.5
0
A10.1
021.1
1P
rovid
ing a
nd f
ixin
g s
tain
less s
teel (S
S 3
04 g
rade)
adju
sta
ble
friction w
indow
s s
tays o
f appro
ved
qualit
y w
ith n
ecessary
sta
inle
ss s
teel scre
ws e
tc.
to t
he s
ide h
ung w
indow
s a
s p
er
die
rection o
f
Engin
ner
- in
-
charg
e c
om
ple
te
a21.1
1.1
205 X
19 m
meach
175.1
20.0
03502.0
0
b21.1
1.2
255 X
19 m
meach
193.2
434.0
083848.8
0
21.1
1.3
355 X
19 m
meach
247.5
5390.0
096544.5
0
A10.1
121.1
6P
rovid
ing f
ixin
g a
lum
iniu
m r
ound s
hape h
andle
of
oute
r dia
. 100 m
m w
ith S
S s
cre
ws e
tc.
com
ple
te a
s
per
direction o
f E
ngin
eer
- in
- c
harg
e
21.1
6.3
Poly
este
r pow
der
coate
d m
inim
um
thic
kness 5
0
mic
ron a
lum
iniu
meach
52.3
10.0
0523.0
0
A10.1
221.1
3P
rovid
ing
and
fixin
g100
mm
bra
ss
locks
(best
make
of
appro
ved
qualit
y)
for
alu
min
ium
doors
inclu
din
gnecessary
cutt
ing
and
makin
ggood
etc
.
com
ple
teeach
208.3
546.0
09584.1
0
A10.1
321.8
Fill
ing t
he g
ap in b
etw
een a
lum
iniu
m f
ram
e &
adja
cent
RC
C /
Brick /
Sto
ne w
ork
by p
rovid
ing
weath
er
sili
con s
eala
nt
over
backer
rod o
f
appro
ved q
ualit
y a
s p
er
arc
hitectu
ral dra
win
gs a
nd
direction o
f E
ngin
eer-
in-c
harg
e.
Com
ple
te
21.8
.1U
pto
5 m
m d
epth
and 5
mm
wid
thm
etr
e58.8
51700.0
0100045.0
0
Civ
il :
Page-2
2
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A10.1
4N
on s
ch
Pro
vid
ing c
onceale
d t
ype a
lum
iniu
m t
ow
er
bolts f
or
double
shutt
er
alu
min
ium
door.
each
115.0
020.0
02300.0
0
Su
b H
ead
To
tal
Rs.
8,3
15,6
32.3
9
Rs.
290,4
50.0
0
Co
st
aft
er
ind
ex
Rs.
1
4,3
86,0
44.0
3
A11.0
SU
BH
EA
D N
O.
11 :
MIS
C
A11.0
1N
on s
ch
Pro
vid
ing a
nd f
ixin
g a
t all
heig
ht
fals
e c
eili
ng o
f
appro
ved d
esig
n
inclu
din
g
suspensio
n s
yste
m o
f
the m
anufa
ctu
rer
com
prisin
g o
f m
ain
runner,
cro
ss
tee,
hanger,
perim
ete
r tr
im e
tc a
s r
equired.
Work
to b
e e
xecute
d a
s p
er
manufa
ctu
rer's
recom
mendation a
nd instr
uction o
f engin
eer
in
charg
e inclu
din
g k
eepin
g n
ecessary
pro
vis
ions/c
uto
uts
for
ele
ctr
ical fitt
ings, A
C
difusers
, F
ire d
ete
cto
rs e
tc.a
s p
er
desig
n.
15m
m
thic
k O
ptr
a F
G o
f A
rmstr
ong /
Fein
str
ato
s V
T-1
5 o
f
AM
F /
Cosm
os 6
8/N
of
OW
A E
vere
st,
with 1
5m
m
wid
e m
icro
look/s
imill
ar
suspention s
yste
m.
sqm
1650.0
0560.0
0924000.0
0
Civ
il :
Page-2
3
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A11.0
2N
on s
ch
Pro
vid
ing a
nd f
ixin
g a
lum
iniu
m S
tructu
ral gla
zin
g
syste
m w
ith S
ingle
Gla
ss
of
appro
ved m
ake
havin
g m
ain
fra
me o
f vert
ical of
100m
m55m
mx2m
mth
ick a
nd
horizonta
l75m
mx65x2m
m m
ade o
ut
of
specia
lly
desig
ned e
xtr
uded a
lum
iniu
m s
ections t
o w
ithsta
nd
win
d p
ressure
as p
er
BIS
code a
nd f
abricate
d,
fixed a
t all
levels
, ele
vation a
nd h
eig
hts
to t
he
Masonry
/ R
C w
alls
with n
ecessary
cla
mps,
bra
ckets
and a
nchor
faste
ners
. A
ll cla
mps a
nd
bra
ckets
shall
be M
ild S
teel H
ot
dip
galv
aniz
ed
min
imum
80 m
icro
ns t
hic
k a
nd s
hall
confo
rm t
o I
S:
4759-1
996.
The e
xtr
uded a
lum
iniu
m s
ection s
hall
be a
nodis
ed in a
ppro
ved c
olo
ur
with a
anodic
coating o
f m
inim
um
15 m
icro
ns.E
xtr
uded s
ection
shall
be o
f 6063
T5 o
r T
6 a
lloy c
onfo
rmin
g t
o
AS
TM
B
221. A
ny o
ther
faste
nin
g s
traps,
nuts
,
bolts,
rivets
, w
ashers
, etc
. shall
be in s
tain
less
ste
el S
S 3
04 g
rade. A
ll ta
pes s
hall
be o
f N
ort
on
make.
Vendor
to p
repare
deta
iled s
hop d
raw
ings,/
fabrication d
raw
ings b
ased o
n e
levation /
arc
hitectu
ral dra
win
gs,w
ith a
ll deta
ils a
nd
subm
it
to
EP
IL f
or
obta
inin
g n
ecessary
appro
val prior
to
com
mencem
entofw
ork
(Rate
shall
inclu
de c
ost
of
all
mate
rials
,labours
,
instr
um
ents
,tools
,tackle
s,s
caff
old
ing,
sta
gin
g,p
rote
ctives e
tc.
as r
equired)
aF
or
Vis
ion P
anel:(
Without
Gla
ss)
sqm
3242.0
0100.0
0324200.0
0
bF
or
Spandre
lP
anel
with
spandel
insula
tion:(
Without
Gla
ss)
sqm
4000.0
010.0
040000.0
0
cE
xtr
afo
rpro
vid
ing
openable
shutt
ers
for
Doors
,
win
dow
sin
clu
din
gall
fitt
ings
and
fixtu
res
like
fric
tion
sta
yhin
ge
of
suitable
siz
e,
handle
etc
.fo
r
win
dow
s,
floor
spring,
SS
'C'
type
handle
,lo
ckin
g
arr
angem
ent
for
doors
etc
com
ple
te(w
ithout
gla
ss).
sqm
1400.0
015.0
021000.0
0
Civ
il :
Page-2
4
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
dR
ate
for
pro
vid
eF
ire
sto
ps
at
all
floor
levels
.R
ate
inclu
din
gE
PD
Mgaskets
,open
cell
poly
eth
yle
ne
backer
rods
etc
.T
he
Str
uctu
ral
gla
zin
gseala
nt
shall
be
Dow
Corn
ing/G
E/M
ecoy
and
weath
er
seala
nt
shall
be
Dow
Corn
ing/G
E/M
ecoy.
All
seala
nts
shall
be
bla
ck
incolo
ur
etc
.,com
ple
teall
as d
irecte
d.(
for
both
type o
f gla
zin
g)
FO
R S
OF
FIT
/ S
ILL L
EV
EL F
LA
SH
ING
rm
t855.0
05.0
04275.0
0
eP
rovid
ing
6m
mth
ick
toughened
Eclip
se
Advanta
ge
Blu
e/
gre
en
low
Ehard
coate
dgla
ss
OF
PE
LK
INT
ON
OR
EQ
UIV
ALE
NT
havin
gLig
ht
Tra
nsm
issio
n56
%,
Reflecta
nce
19%
outs
ide,
Direct
Sola
rE
nerg
yT
ransm
itta
nce
-35%
,S
ola
r
Heat
Gain
Coeff
icie
nt
–0.4
5S
hadin
gC
oeff
icie
nt
–
0.5
3,U
–F
acto
rA
ir3
W/m
2k,
Sound
Insula
tion
–
31db o
ute
r lit
e).
sqm
1950.0
0110.0
0214500.0
0
A11.0
3non-
schedule
Desig
n,f
abrication,
err
ection
inclu
din
gpre
para
tion
of
shop
dra
win
gs,
mate
rial
list,
schedule
of
bolts
and
nuts
,ere
ction
dra
win
gs,
supply
of
all
raw
mate
rials
,fa
brication
of
space
fram
etu
bula
r
str
uctu
res
with
ER
Wtu
bes
and
cast
iron
nodes
and
ste
el
colu
mn
with
ER
Wtu
bes,
loadin
g,
transport
ating
and
deliv
ery
at
site,
ere
ction
of
the
space
fram
estr
uctu
realo
ng
with
ste
el
colu
mns,
horizonta
lpurlin
sof
required
siz
eand
anchoring
the
str
uctu
rew
ith
the
foundation
base
and
vert
ical
concre
te/
brick
walls
/support
as
per
dra
win
gat
appro
priate
location,
all
ste
el
mem
bers
inclu
din
g
the
nodes
tobe
coate
dw
ith
PU
pain
t(,
all
work
s
as
per
specific
ation
and
dra
win
gs
inclu
siv
eof
tools
, ta
ckle
s,
labour,
scaff
old
ing e
tc.
at
any h
eig
ht,
com
ple
te a
s p
er
direction o
f E
ngin
eer
in c
harg
e.
aE
RW
tu
bes
kg
83.0
050000.0
04150000.0
0
bH
.T.
Bolts w
ith n
uts
kg
150.0
02000.0
0300000.0
0
cM
S r
ound/
conic
al pro
ps
kg
126.0
02500.0
0315000.0
0
dF
org
ed n
odes (
75m
m d
ia)
each
350.0
0100.0
035000.0
0
eF
org
ed n
odes (
100m
m d
ia)
each
1350.0
01200.0
01620000.0
0
Civ
il :
Page-2
5
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
fF
org
ed n
odes (
180m
m d
ia)
each
3000.0
030.0
090000.0
0
A11.0
4N
on s
ch
Desig
n,
supply
and
insta
llA
lum
iniu
mcom
posite
cla
ddin
gof
Alu
cobond/
Als
trong/D
ura
built
or
equiv
alle
nt
make
Fabricate
dto
flat,
sm
ooth
curv
ed
tore
quired
toshape
as
per
requirem
ent,
Inm
eta
llic
colo
urs
usin
gpre
fabricate
dalu
min
ium
extr
uded
pro
file
sof
Allo
y6063
T6
inchro
matized
finis
hto
with
sta
nd
the
desig
nw
ind
pre
ssure
as
per
IS.
The
faste
nin
gbra
ckets
of
Alu
min
ium
/H
ot
dip
galv
aniz
ed
with
SS
304
scre
ws,
faste
ners
and
anchor
bolts
com
ple
tew
ith
nylo
nsepara
tors
to
pre
vent
bi
–m
eta
llic
conta
cts
.Stiff
ner
of
50
X25
tube
shall
be
att
ached
toth
epanel
at
the
panel
centr
ew
ith
the
help
of
two
sid
ed
adhesiv
eta
pe
and
seala
nt.
Min
imum
one
stiff
ner
per
panel
tobe
pro
vid
ed
ifre
quired.
The
4m
mth
ick
AC
Pconsis
ts
of
0.5
mm
oute
rskin
of
alu
min
ium
with
kynar
500
based
pvdf
pain
tconfirm
ing
toA
AM
Asta
ndard
+
3m
mfire
resis
tance
Virgin
core
mate
rial
+0.5
mm
alu
min
ium
skin
with
serv
ice
coat.
The
panel
gro
oves
shall
be
desig
ned
tore
ceiv
enon
sta
inin
g
gra
de
seala
nt
of
GE
Make
Silp
ruf
Bla
ck
/D
OW
corn
ing 7
89 B
lack a
nd a
lso a
t th
e e
nd w
all
junction
topre
vent
AC
Ppanel
deflection.
The
desig
nshall
accom
modate
the
build
ing
movem
ents
,th
erm
al
expansio
nand
seis
mic
movem
ents
.T
he
non
vis
ible
alu
min
ium
surf
aces
shall
have
min
imum
chro
matizin
gtr
eatm
ent.
The
rate
shall
inclu
des
all
desig
nengin
eering
&shop
dra
win
gfo
rappro
val.
The
quote
dra
tein
clu
des
all
mate
rials
,alu
min
ium
base
fram
ing,
all
Taxes,
duties,
safe
ty
consid
era
tion
during
execution,
scafo
ldin
g,
sta
gin
g
at
any h
eig
ht.
2950.0
01050.0
03097500.0
0
Civ
il :
Page-2
6
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A11.0
5N
on s
ch
Pro
vid
ing,
fitt
ing
&fixin
gpre
colo
ure
d0.5
mm
TC
T,
hig
hte
nsile
ST
EE
Lstr
ength
of
550
Mpa
yie
ld
str
ength
(min
imum
),anti
corr
osiv
este
el
sheets
coate
dw
ith
hot
dip
coate
dw
ith
150gra
mper
sqm
mass
of
allo
yof
Alu
min
ium
Zin
c(A
Z-1
50)
(tota
l
both
sid
es)
confo
rmin
gto
AS
TM
A792
M-0
2/
AS
1397(
55%
Alu
min
ium
,43.5
%Z
inc,
and
1.5
%
Sili
con)
and
finis
hed
with
super
poly
este
rcoating
of
18-2
0m
icro
nin
appro
ved
colo
ur
over
prim
er
coat
of
5m
icro
non
top
and
5-7
mic
ron
of
serv
ice
coat
ingre
ycolo
ur
over
prim
er
on
back,
havin
g
KLT
CR
ilH
ISP
AN
pro
file
(of
Colo
ur
Roof
India
Ltd
or
equiv
ale
nt
of
Kirby
Build
ing
Syste
ms
(I)
ltd.,
or
Inte
rch
Infr
astr
uctu
reLtd
.,or
Tata
Blu
escope)
of
overa
llw
idth
1060m
mand
laqid
wid
thof
1000m
m
with
five
cre
sts
of
35
+/-
1m
mspaced
at
250+
/-
2m
mcente
rsand
with
thre
esm
all
corr
ugation
of
8m
mdepth
continuously
spre
ad
over
55m
mw
idth
on e
ach v
alle
y o
f
the
sheet,
on
ste
el
str
uctu
res
com
ple
tew
ith
necessary
self
drilli
ng
and
self
trappin
gscre
ws/
bolts
and
nuts
,neopre
ne
and
limpet
washers
,w
ith
150m
mend
laps
where
ver
required.
The
sheet
may
required
tofix
on
linear
or
curv
ilinear
surf
ace.
The
cost
of
str
uctu
res
like
truss,
purlin
s,
raft
ers
etc
not
inclu
ded in t
he ite
m.
sqm
700.0
01668.0
01167600.0
0
A11.0
6N
on s
ch
Pro
vid
ing,
fitt
ing &
fix
ing o
f pla
in f
orm
ed
accessories lik
e r
idges,
gutt
ers
, flashin
gs,
etc
. (o
f
sam
e m
ate
rial as m
entioned in t
he p
revio
us ite
m)
havin
g t
ota
l girth
up t
o 6
00m
m a
s r
equired a
s p
er
either
sta
ndard
deta
il or
as p
er
specia
l deta
il
com
ple
te w
ith a
ll necessary
support
ing s
traps,
join
ing m
ate
rials
, bolts,
nuts
, w
ashers
, sealin
g
mate
rials
, in
clu
din
g c
utt
ing h
ole
s,
makin
g d
rop
ends,
funnels
etc
in g
utt
ers
etc
as r
equired a
nd a
s
directe
d b
y E
ngin
eer
in C
harg
e.
Up t
o 6
00m
mR
Mt
412.0
0210.0
086520.0
0
Civ
il :
Page-2
7
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A11.0
7N
on
Schedule
Pro
vid
ing a
nd f
ixin
g 1
0m
m t
hk.
Multi w
all
Poly
carb
onate
sheet
of
appro
ved c
olo
ur
(GE
or
equiv
ale
nt
make)
fixed w
ith f
aste
nin
g p
rofile
s o
f
alu
min
ium
with a
ll accessories,
sili
con s
eale
nt
with
all
oth
er
necessary
scre
w /
scre
w c
ap a
nd o
ther
consum
able
s e
tc.
as r
equired a
t any h
eig
ht,
the
syste
m t
o b
e c
om
ple
tely
wate
r tight,
com
ple
te a
s
per
instr
uction o
f E
ngin
eer
in c
harg
e .
sqm
3000.0
0220.0
0660000.0
0
A11.0
8N
on
Schedule
Pro
vid
ing a
nd f
ixin
g M
S s
heet
cover
door
for
ele
ctr
ical /
fire
duct
with P
ow
der
coate
d 1
6 S
WG
MS
sheet
with M
S s
tiff
ners
, ventila
tion s
lits a
t to
p
and b
ott
om
, vie
w p
anel of
siz
e 3
00-5
00m
m w
ide
and 5
00-7
50m
m h
eig
ht
of
4m
m c
lear
gla
ss f
or
each s
hutt
er.
MS
angle
fra
me w
ith 4
0x40x4m
m
angle
duly
pain
ted a
nd f
ixed w
ith w
all
/ duct.
The
edge o
f shutt
ers
to b
e b
end t
o a
void
ant
sharp
edge,
inclu
din
g a
ll fixtu
res lik
e h
inges,
handle
s,
lock e
tc.
com
ple
te a
s p
er
dra
win
g a
nd a
s p
er
siz
e
of
duct
at
site.
sqm
2000.0
041.0
082000.0
0
A11.0
9N
on s
ch
Wate
r pro
ofing t
reatm
ent
in L
ow
er
Gr
Flo
or
A
Low
er
Gr
Flo
or:
a)
Supply
and
applic
ation
of
acry
liccoating
with
Sik
a
top
seal
107
of
Sik
aIn
dia
Pvt
Ltd
or
equiv
alle
nt.
with
ain
term
idia
tela
yer
of
Sik
aF
ab1
of
Sik
a
India
Pvt
Ltd
or
equiv
alle
nt,
on
the
pre
pare
d
surf
ace
of
PC
Cby
rem
ovin
gdust
dart
etc
.and
makin
gth
esurf
ace
insurf
ace
satu
rate
ddry
(SS
D)
conditio
n.
b)
Pro
vid
ing
a25m
mth
ick
pla
ste
rw
ith
cem
ent
mort
ar
(1cem
ent
:2
sand
:4
sto
ne
sto
ne
chip
s6m
mdn)
on
the
wate
rpro
ofing
coating
befo
refixin
gth
e
rein
forc
em
ents
.T
he
mort
ar
tobe
pre
pare
dw
ith
inte
gra
lw
ate
rpro
ofing
com
pound
like
Pla
sto
cre
te
plu
sor
equiv
alle
nt.
The
pla
ste
rto
be
done
very
cautiously
toavoid
any
dis
ruption
of
the
wate
r
pro
of
coating.
Civ
il :
Page-2
8
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
c)
Pre
ssure
gro
uting
with
Intr
apla
st
EP
alo
ng
with
Sik
aLate
xof
Sik
aIn
dia
Pvt
Ltd
or
equiv
alle
nt.
to
the
RC
Cbasem
ent
sla
busin
g100m
mlo
ng
15m
m
dia
GI
nozzle
@1.5
mc/c
grid
and
at
2to
2.5
Kg/
sqcm
pre
ssure
till
refu
sal
of
slu
rry.
Pre
ssure
gro
uting
tobe
done
aft
er
28
days
curing
of
sla
b.
Tota
lapplic
ation
tobe
done
thro
ugh
aappro
ved
applic
ato
r of
Sik
a I
ndia
Pvt
Ltd
or
equiv
alle
nt.
sqm
740.0
0125.0
092500.0
0
BLow
er
Gr
Flo
or
wall
:
a)
Supply
and
applic
ation
of
acry
liccoating
with
Sik
a
top
seal
107
of
Sik
aIn
dia
Pvt
Ltd
or
equiv
alle
nt.
with
ain
term
idia
tela
yer
of
Sik
aF
ab1
of
Sik
a
India
Pvt
Ltd
or
equiv
alle
nt,
on
the
pre
pare
d
surf
ace
of
out
sid
efa
ce
of
RC
Cw
all
by
rem
ovin
g
dust
dart
etc
.and
makin
gth
esurf
ace
insurf
ace
satu
rate
d d
ry (
SS
D)
conditio
n.
b)
Pro
vid
ing
a25
mm
thic
kpla
ste
rw
ith
cem
ent
mort
ar
(1:4
)on
the
wate
rpro
ofing
coating
.T
he
mort
ar
tobe
pre
pare
dw
ith
inte
gra
lw
ate
rpro
ofing
com
pound
like
Pla
sto
cre
teplu
sor
equiv
alle
nt
The
pla
ste
rto
be
done
very
cautiously
toavoid
any
dis
ruption o
f th
e w
ate
r pro
of
coating.
c)
Pre
ssure
gro
uting
with
Intr
apla
st
EP
alo
ng
with
Sik
aLate
xof
Sik
aIn
dia
Pvt
Ltd
or
equiv
alle
nt.
to
the
insid
eof
RC
Cbasem
ent
wall
usin
g100m
m
long
15m
mdia
GI
nozzle
@1.5
mc/c
grid
and
at
2
to2.5
Kg/
sqcm
pre
ssure
till
refu
sal
of
slu
rry.
Pre
ssure
gro
uting
tobe
done
aft
er
28
days
curing
of
sla
b.
Tota
lapplic
ation
tobe
done
thro
ugh
a
appro
ved
applic
ato
rof
Sik
aIn
dia
Pvt
Ltd
or
equiv
alle
nt.
sqm
750.0
055.0
041250.0
0
Su
b H
ead
To
tal
Rs.
-
R
s.
13,2
65,3
45.0
0
Co
st
aft
er
ind
ex
Rs.
-
A12.0
0S
UB
HE
AD
NO
. 12 :
RO
AD
WO
RK
S
Civ
il :
Page-2
9
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A12.0
116.1
Pre
para
tion
and
consolid
ation
of
sub
gra
de
with
pow
er
road
rolle
rof
8to
12
tonne
capacity
aft
er
excavting
eart
hto
an
avera
ge
22.5
cm
depth
dre
ssin
gto
cam
ber
and
consolid
ating
with
road
rolle
rin
clu
din
gm
akin
ggood
the
undula
tions
etc
.
and
re-r
olli
ng
the
sub
gra
de
and
dis
posal
of
surp
lus e
art
h u
pto
50 m
etr
es.
sqm
33.9
01053.0
035696.7
0
A12.0
216.6
1P
rovid
ing
Retr
o-r
eflective
regula
tory
sig
nboard
of
siz
e900m
mdia
mete
rm
ade
out
of
2m
mth
ick
alu
min
ium
sheet,
face
tobe
fully
covere
dw
ith
hig
h
inte
nsity
encapsula
ted
lens
type
retr
o-
reflective
sheeting
as
appro
ved
by
Engin
eer-
in-c
harg
e.
Lett
er,
sym
bols
,bord
ers
etc
.w
illbe
as
per
IRC
-67
with
the
hig
hin
tensity
gra
de
A.
The
alu
min
ium
sheet
tobe
rivete
dto
M.S
.fr
am
eof
angle
iron
of
siz
e40X
40X
4m
m.
The
board
sw
illbe
fixed
to1
No.
50X
50m
msquare
post
made
of
M.S
.angle
50X
50X
4m
,4m
long
weld
ed
toth
efr
am
ew
ith
adequate
anti-t
heft
arr
angem
ent.
Sheet
work
tobe
pain
ted
with
two
or
more
coats
of
synth
etic
enam
el
pain
tover
an
under
coat
(prim
er)
and
back
sid
eof
alu
min
ium
sheet
tobe
pain
ted
with
two
or
more
coats
of
epoxy
pain
tin
clu
din
gappro
priate
prim
ing
coat
com
ple
tein
all
respects
as
per
direction
of
Engin
eer
- in
- c
harg
e.
sqm
4117.1
02.0
08234.2
0
A12.0
3N
on s
ch
Pro
vid
ing a
nd layin
g d
ecora
tive inte
rconnecting
floor/
Pavem
ent
tile
s o
f appro
x.
25m
m t
hic
k o
f
appro
ved c
olo
ur,
shed,
patt
ern
( W
onderc
rete
/
Duro
cre
te/
EU
RO
CO
N /
MU
LT
YW
IN/ A
P G
ala
xy
Bra
nd)
to b
e laid
over
base o
f 1:4
cem
ent
mort
ar.
(1 c
em
ent:
4 c
oars
e s
and)
25m
m t
hk a
nd
join
ted w
ith w
hite c
em
ent
slu
rry m
ixed w
ith
pig
ments
to m
atc
h t
he s
hed o
f th
e t
iles inclu
din
g
rubbin
g a
nd c
leanin
g c
om
ple
te a
s r
equired.
sqm
1200.0
01463.0
01755600.0
0
Civ
il :
Page-3
0
Sl.
No
CO
DE
NO
.D
escri
pti
on
of
Item
s
Un
it
Rate
(DS
R)
Rate
(No
n-D
SR
)Q
uan
tity
Am
ou
nt
(DS
R)
Am
ou
nt
(No
n-D
SR
)
A12.0
416.6
9P
rovid
ing a
nd layin
g a
t or
near
gro
und level fa
cto
ry
made k
erb
sto
ne o
f M
25 g
rade c
em
ent
in p
ositio
n
to t
he r
equired lin
e,
level and c
urv
etu
re join
ted w
ith
cem
ent
mort
ar
1:3
(1 c
em
ent
: 3 c
oars
e s
and)
inclu
din
g m
akin
g join
ts w
ith o
r w
ithout
gro
oves (
thic
cum
4247.7
026.0
0110440.2
0
A12.0
516.4
2C
em
ent
concre
te1:2
:4(1
cem
ent
:2
coars
esand
:
4gra
ded
sto
ne
aggre
gate
40
mm
nom
inal
siz
ein
pavem
ents
,la
idto
required
slo
pe
and
cam
ber
in
panels
as
required
inclu
din
gconsolid
ation
finis
hin
g
and t
am
pin
g c
om
ple
tecum
3638.5
5125.0
0454818.7
5
Su
b H
ead
To
tal
Rs.
609,1
89.8
5
Rs.
1
,755,6
00.0
0
Civ
il :
Page-3
1
