PRICE SCHEDULE CUM BILL OF QUANTITY - NBPPL · price schedule cum bill of quantity 100 main plant...
Transcript of PRICE SCHEDULE CUM BILL OF QUANTITY - NBPPL · price schedule cum bill of quantity 100 main plant...
PRICE SCHEDULE CUM BILL OF QUANTITY
MAIN PLANT CIVIL WORKS PACKAGE FGUTPP STAGE-IV (1X 500 MW) AT UNCHAHAR
Doc. No.: NBPPL-4-301-P4C-H-001 Rev. No.: BILL OF QUANTITY/ PRICE SCHEDULE
Page 1 of 102 Signature of Bidder with stamp
PRICE SCHEDULE
CUM
BILL OF QUANTITY
VOLUME-1A (SECTION B)
PRICE SCHEDULE CUM BILL OF QUANTITY
MAIN PLANT CIVIL WORKS PACKAGE FGUTPP STAGE-IV (1X 500 MW) AT UNCHAHAR
Doc. No.: NBPPL-4-301-P4C-H-001 Rev. No.: BILL OF QUANTITY/ PRICE SCHEDULE
Page 2 of 102 Signature of Bidder with stamp
SL.NO. ITEM NO.
CONTENTS PAGES NBPPL DOC.
PAGE NO.
1. PREAMBLE Page 3 to 5 N 3 to 5
2. CIVIL WORKS
A. 100 EARTH WORK Page 6 to 8 N 6 to N 8
B. 200 CONCRETE WORKS Page 8 to15 N 8 to N 15
C. 300 FORM WORKS Page 15 to 16 N 15 to N 16
D. 400 REINFORCEMENT Page 17 to 17 N 17 to N 17
E. 500 WATER PROOOFING WORKS Page 17 to 19 N 17 to N 19
F. 600 JOINTS AND FILLERS Page 19 to 21 N 19 to N 21
G. 700 MS EMBEDMENTS Page 21 to 23 N 21 to N 23
H. 800 GROUTING Page 23 to 24 N 23 to N 24
I. 900 DOORS, WINDOWS, VENTILATORS, LOUVERS Page 25 to 32 N 25 to N 32
J. 1000 BRICKWORK Page 32 to 35 N 32 to N 35
K. 1100 DAMP PROOF COURSE Page 36 to 36 N 36 to N 36
L. 1200 CEMENT MORTAR PLASTER Page 36 to 38 N 36 to N 38
M. 1300 FINISHES TO CONCRETE / PLASTERED SURFACES Page 38 to 42 N 38 to N 42
N. 1400 FLOORING AND SKIRTING Page 42 to 48 N 42 to N 48
O. 1500 ROOFING/ SIDE CLADING Page 49 to 52 N 49 to N 52
P. 1600 FALSE CEILING Page 52 to 57 N 52 to N 57
Q. 1700 RAIN WATER DOWN TAKE PIPES Page 57 to 58 N 57 to N 58
R. 1800 MISCELLANEOUS WORKS Page 58 to 62 N 58 to N 62
S. 2000 FENCING AND GATES Page 62 to 63 N 62 to N 63
T. 2100 WATER SUPPLY Page 63 to 66 N 63 to N 66
U. 2200 SANITARY WORKS Page 66 to 70 N 66 to N 70
V.. 2300 STRUCTURAL STEEL Page 70 to 77 N 70 to N 77
W. 2500 PILING WORKS Page 78 to 81 N 78 to N 81
X. 2600 GREEN BUILDING WORKS Page 81 to 81 N 81 to N 81
Y. 2700 CHIMNEY
A CIVIL WORKS Page 82 to 99 N 82 to N 99
B ELECTRICAL WORKS Page 99 to 102 N 99 to N 102
VOLUME-1A (SECTION B)
PRICE SCHEDULE CUM BILL OF QUANTITY
MAIN PLANT CIVIL WORKS PACKAGE FGUTPP STAGE-IV (1X 500 MW) AT UNCHAHAR
Doc. No.: NBPPL-4-301-P4C-H-001 Rev. No.: BILL OF QUANTITY/ PRICE SCHEDULE
Page 3 of 102 Signature of Bidder with stamp
Sl. No. PREAMBLE
01 This preamble forms part of tender document and schedule of items. The tenderer should read this
preamble carefully in filling rates for various items. Clauses under this preamble shall be read in
conjunction with various volumes of tender as per NIT together with subsequent changes/
modifications etc thereto as applicable as on date of submission of price offer.
02 The work shall be carried out strictly as per specifications, description of the items in these schedule
and / or engineer’s instructions.
03 Items of work provided in this schedule but not covered in this specification shall be executed
strictly as per instruction of the engineer.
04 Unless specifically mentioned otherwise in the tender document, the tenderer shall quote for the
finished items and shall provide for the complete cost towards power, fuel, tools, tackles, equipment,
constructional plants, temporary works, labour, dismantling of all temporary piping, structures,
valves, pumps, tanks & other misc equipment, strengthening of roads/culverts/bridges etc including
arranging all clearances etc required for carrying out different activities & tests, materials, levies,
taxes, transport, layout, repairs, rectification, maintenance till handing over, supervisions, colonies,
shops, establishments, overheads, profits and all incidental items not specifically mentioned but
reasonably implied and necessary to complete the work according to the tender document and this
schedule.
05 Rates shall be quoted in figures and in words in clear legible writing. No overwriting is allowed. All
scoring and cancellations should be countersigned and in case of illegibility the interpretation of
engineer shall be final. All entries shall be in English. The Rates quoted shall be inclusive of all
taxes and duties except VAT and Service Tax.
06 The tender shall be deemed to have visited site and made himself aware of all the site conditions,
studied the specifications and details of work to the done within the time schedule attached and to
have acquainted himself of the conditions prevailing at site.
07 Engineer’s decision shall be final and binding on the contractor regarding clarification of items in
the schedule with respect to the other sections/volumes of the contract.
08 The quantities of the various items mentioned in this schedule of items are approximate, based on
very preliminary information and may vary to any extent or be deleted altogether.
09 All works item wise shall be measured upon completion and paid for at the rates quoted and
accepted.
VOLUME-1A (SECTION B)
PRICE SCHEDULE CUM BILL OF QUANTITY
MAIN PLANT CIVIL WORKS PACKAGE FGUTPP STAGE-IV (1X 500 MW) AT UNCHAHAR
Doc. No.: NBPPL-4-301-P4C-H-001 Rev. No.: BILL OF QUANTITY/ PRICE SCHEDULE
Page 4 of 102 Signature of Bidder with stamp
10 Details of items under the schedule of quantities shall be read in conjunction with corresponding
Technical Specification, drawings, special conditions of contract and tender documents.
11 It is to be noted that Items nos. as indicated are not in continuous numbering system since only
relevant items from the standard schedule of quantities have been specified. Further, it is to be noted
that SI.No of items are having continuous numbering system.
12 The work shall be carried out as per drawings Released for construction, Fabrication and other
working drawings prepared by the contractor and approved by the Engineer, the description of the
items in this schedule of quantities, Technical specifications and instructions of the Engineer.
13 Items of work provided in this schedule of quantities but not covered in the Technical specification
shall be executed strictly as per the instructions of the Engineer.
14 Quantity of piling may increase as per design criteria of Technical Specification.
15 It shall be noted that only Grey colored Fly ash based pozzolana cement, ordinary Portland cement
required only for following items of schedule of quantities be issued on free of cost basis by the
owner, as per provisions of contract.
Item No. 201,202,203,204A, 205,206, 207A,208, 211A, 212A, 213A, 214, 803A, 804, 805,
1001,1002, 1002A, 1003,10013,1014,1101, 1201,1202,1203,1203A,1203B,1204,1205, 1209, 2503,
13,14.
Cement required for other items of schedule of quantities, other than those mentioned above, shall
be arranged by bidder, at their own cost. No cement shall be issued for manufacturing tiles, RCC
Pipes, interlocking concrete blocks, fly ash bricks, etc. While and special cements, for the execution
of all items of schedule of quantities shall be arranged by bidder, within the unit rates.
16 OPC shall necessarily be used for following structures.
a. TG foundation top deck excluding substructure and raft.
b. Spring supported decks of all machine foundations.
c. Chimney shell.
17 Reinforcement steel required only for following items of schedule of quantities be issued on free of
cost basis by the owner, as per provisions of contract.
Item No. 401, 402A, 406, 16ia & 16ib.
Reinforcement steel required for other items of schedule of quantities, other than those mentioned
above, shall be arranged by bidder, at their own cost.
VOLUME-1A (SECTION B)
PRICE SCHEDULE CUM BILL OF QUANTITY
MAIN PLANT CIVIL WORKS PACKAGE FGUTPP STAGE-IV (1X 500 MW) AT UNCHAHAR
Doc. No.: NBPPL-4-301-P4C-H-001 Rev. No.: BILL OF QUANTITY/ PRICE SCHEDULE
Page 5 of 102 Signature of Bidder with stamp
18. Structural steel required only for following items of schedule of quantities be issued on free of cost
basis by the owner, as per provisions of contract.
Item No. 2301, 23 & 26.
Structural steel required for other items of schedule of quantities, other than those mentioned above,
shall be arranged by bidder, at their own cost.
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
of
102
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
100 E
AR
TH
WO
RK
E
art
h w
ork
In
ex
cavati
on
, b
ack
fill
ing an
d d
isp
osa
l in
clu
din
g
nec
essa
ry
men
/wom
en,
ma
teri
als
, eq
uip
men
t,
load
ing,
tran
sport
ati
on
,
un
load
ing,
dew
ate
rin
g e
tc.
as
per
spec
ific
ati
on
, d
raw
ing a
nd
as
dir
ecte
d
by e
ngin
eer-
in
-ch
arg
e fo
r th
e fo
llow
ing.
1
101
E
arth
w
ork
in
ex
cavat
ion i
n a
ll t
ypes
of
soil
in
cludin
g a
sh
whic
h
can be
exca
vat
ed b
y an
y m
eans
incl
udin
g se
ttin
g out,
le
vel
ing,
dew
ater
ing
(but
excl
udin
g
spec
ial
type
of
dew
ater
ing
viz
. w
ell
poin
t m
ethod),
shori
ng &
st
rutt
ing (
wher
ever
req
uir
ed),
dre
ssin
g
the
sides
& b
ott
om
, al
l li
fts,
ram
min
g/c
om
pac
ting t
he
exca
vat
ed
bott
om
, st
ackin
g,
dis
po
sal
of
surp
lus
exca
vat
ed m
ater
ials
w
ithin
a
lead
up t
o 5
00 m
, sp
read
ing/l
evel
ing o
f dis
po
sed m
ater
ials
etc
all
com
ple
te f
or
foll
ow
ing d
epth
s b
elow
gro
und l
evel
.
a a
Dep
th f
rom
gro
und l
evel
but
not
exce
edin
g 2 m
C
UM
83,0
00
b
b
Dep
th e
xce
edin
g 2 m
bu
t n
ot
ex
ceed
ing 4
m
CU
M
55,0
00
c c
Dep
th e
xce
edin
g 4 m
bu
t n
ot
ex
ceed
ing 6
m
CU
M
14,0
00
d
d
Dep
th e
xce
edin
g 6 m
bu
t n
ot
ex
ceed
ing 8
m
CU
M
2,0
00
e A
e D
epth
ex
ceed
ing 8 m
C
UM
100
2
102
E
xtr
a over
ST
No.
101 f
or
dew
ater
ing o
f gro
und w
ater
by w
ell
poin
t m
eth
od
as
per
IS
975
9.
CU
M
2,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
of
102
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
3
103
E
art
h
w
ork
in
ex
cava
tion
in
so
ft
rock
(r
ock
w
ithout
any
reco
ver
y o
f ex
cavat
ed m
ater
ials
in t
he
form
of
har
d s
tone/
bould
er)
incl
udin
g w
eath
ered
ro
ck w
hic
h ca
n be
exca
vat
ed b
y m
eans
of
crow
b
ar,
pic
k
axe,
pneu
mat
ic
rock
bre
aker
at
tach
men
t w
ith
exca
vat
or
mac
hin
e et
c. b
ut
does
not
requir
e ch
isel
ing o
r bla
stin
g
incl
udin
g
sett
ing
out,
le
vel
ing,
dew
ater
ing
(wher
ever
re
quir
ed),
shori
ng
&
stru
ttin
g
(w
her
ever
re
quir
ed),
d
ress
ing
the
sides
&
bott
om
, al
l li
fts,
ra
mm
ing/c
om
pac
tin
g
the
exca
vat
ed
bott
om
,
stac
kin
g,
dis
po
sal
of
surp
lus
exca
vat
ed m
ater
ials
w
ithin
a l
ead u
p
to
500
m,
spre
adin
g
/ le
vel
ing
of
dis
po
sed
mat
eria
ls
etc.
al
l
com
ple
te f
or
foll
ow
ing d
epth
s b
elow
gro
und l
evel
.
a a
Dep
th f
rom
gro
und l
evel
but
not
exce
edin
g 2 m
C
UM
10
b
b
Dep
th e
xce
edin
g 2 m
bu
t n
ot
ex
ceed
ing 4
m
CU
M
50
c c
Dep
th e
xce
edin
g 4 m
bu
t n
ot
ex
ceed
ing 6
m
CU
M
100
d
d
Dep
th e
xce
edin
g 6 m
bu
t n
ot
ex
ceed
ing 8
m
CU
M
20
e e
Dep
th e
xce
edin
g 8 m
C
UM
5
4
108A
B
ack
fi
llin
g
up
to
any
dep
th
bel
ow
gro
und
level
ar
ound
foundat
ions,
pli
nth
s, t
rench
es,
dra
ins
etc
to p
rop
er
gra
de
and l
evel
in la
yer
s not
exce
edin
g 300 m
m th
icknes
s usi
ng/w
ith se
lect
ed
mat
eria
ls d
irec
tly fr
om
ex
cavati
on
an
d co
mpac
ted as
sp
ecif
ied
incl
udin
g
wat
erin
g,
ram
min
g/c
om
pac
tion
by
man
ual
/mec
han
ical
mea
ns,
dre
ssin
g e
tc a
ll c
om
ple
te f
or
the
foll
ow
ing.
a b
Eac
h l
ayer
com
pac
ted s
o a
s to
ach
iev
e at
lea
st 9
0%
max
imum
dry
den
sity
as
per
IS
-2720 (
Par
t-V
II)
CU
M
91,0
00
b
d
Eac
h l
ayer
com
pac
ted s
o a
s to
ach
ieve
at l
east
75%
rel
ativ
e den
sity
as p
er I
S-2
720 p
art
XIV
in c
ase
of
sand
y s
oil
s.
CU
M
500
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
of
102
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
5
109A
E
xtr
a
over
S
T
No.
101
an
d
103
for
carr
iage
of
exca
vat
ed
eart
h/s
elec
ted m
ater
ials
for
ever
y 1
km
(but
Max
imum
upto
5 K
m
from
pla
nt
boundar
y)
or
par
t th
ereo
f beyond
an
in
itia
l le
ad
of
500m
.
CU
M
47,0
00
6
111
S
up
ply
ing
an
d
fil
lin
g
san
d u
pto
an
y d
epth
un
der
flo
ors
, ar
ou
nd
foundat
ions,
pli
nth
s, p
aver
s et
c. i
n l
ayer
s not
exce
edin
g 2
50 m
m
thic
knes
s an
d co
mpac
ted so
as
to
ac
hie
ve
at le
ast
80%
re
lati
ve
den
sity
as
per
IS
-2720 (
Par
t-X
IV)
incl
udin
g s
pre
adin
g,
wat
erin
g,
ram
min
g/c
om
pac
tion
by
man
ual
/
mec
han
ical
m
eans,
dre
ssin
g,
royal
ty (
if a
ny)
etc.
all
co
mple
te.
CU
M
2,4
00
200 C
ON
CR
ET
E W
OR
KS
P
rovid
ing a
nd
pla
cin
g c
on
cret
e w
ork
in
clu
din
g c
ost
of
lab
ou
r, m
ate
ria
ls
an
d e
qu
ipm
ent
for
han
dli
ng,
tran
sport
ati
on
, b
atc
hin
g,
mix
ing,
pla
cin
g,
vib
rati
ng
an
d
cu
rin
g,
(e
xcl
ud
ing c
ost
o
f ce
nte
rin
g,
shu
tter
ing a
nd
rein
forc
em
ent)
w
ith
mec
han
ized
eq
uip
men
ts l
ike
batc
hin
g p
lan
t, t
ran
sit
mix
er,
con
crete
pu
mp
etc
. co
mp
lete
as
per
dra
win
g,
spec
ific
ati
on
s an
d a
s
per
dir
ecti
on
of
engin
eer
in c
harg
e fo
r th
e fo
llow
ing.
(Cem
ent
sup
ply
is
free
of
cost
by o
wn
er)
7
201
C
on
cret
e o
f gra
de
M7.5
(1 p
art
cem
ent,
4 p
art
sand,
8 p
arts
of
40
mm
gra
ded
aggre
gat
e b
y v
olu
me)
as
fill
ing c
ou
rse,
Lea
n c
on
cret
e
at
any
dep
th
bel
ow
fi
nis
hed
fl
oor
lev
el,
u
nder
an
d
around
foundat
ions/
floors
, m
ass
fill
etc
.
CU
M
7,0
00
8
202
C
oncr
ete
of
gra
de M
10 (
1 p
art
cem
ent,
3 p
art
sand,
6 p
arts
of
40
mm
gra
ded
ag
gre
gat
e b
y
volu
me)
as
lean
co
ncr
ete,
le
vel
lin
g
cou
rse,
mud m
at u
nder
and a
round f
ound
atio
ns/
floors
at
any d
epth
bel
ow
fin
ished
flo
or
lev
el e
tc.
CU
M
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
of
102
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
9
203
C
oncr
ete
of
gra
de M
15 (
1 p
art
cem
ent,
2 p
art
sand,
4 p
arts
of
20
mm
gra
ded
ag
gre
gat
e b
y
volu
me)
as
lean
co
ncr
ete,
le
vel
lin
g
cou
rse,
mud m
at u
nder
and a
round f
ound
atio
ns/
floors
at
any d
epth
bel
ow
fin
ished
flo
or
lev
el, pli
nth
pro
tect
ion e
tc.
CU
M
50
10
204A
C
oncr
ete
for
pip
e en
casi
ng l
ike
CW
Pip
e en
casi
ng e
tc a
ll c
om
ple
te
wit
h 20 m
m nom
inal
si
ze gra
ded
ag
gre
gat
e at
an
y dep
th bel
ow
finis
hed
flo
or
level
fo
r th
e fo
llow
ing g
rades
.
a a
M15 G
rade
CU
M
5
b
b
M20 G
rade
CU
M
1,0
00
11
205
P
rovid
ing a
nd l
ayin
g D
esig
n M
ix c
emen
t co
ncr
ete
confo
rmin
g t
o
IS:4
56 &
IS
10262
-2009
for
rein
forc
ed c
on
cret
e w
ork
s w
ith c
oar
se
sand
and g
rad
ed h
ard s
tone
aggre
gat
e of
20m
m n
om
inal
siz
e in
fou
nd
ati
on
s/su
bst
ruct
ure
, gra
de
slab
, p
avin
g,
dra
ins,
u
nd
er
floors
et
c at
an
y
level
bel
ow
fi
nis
hed
fl
oor
level
, an
y
shap
e,
posi
tion
or
thic
knes
s et
c co
mple
te
incl
udin
g
use
of
pla
stic
izer
/
super
pla
stic
izer
confo
rmin
g t
o I
S:9
103 (
late
st)
to a
chie
ve
requir
ed
slum
p i
n c
oncr
ete
all
com
ple
te a
s p
er s
pec
ific
ati
on
& d
raw
ing f
or
the
foll
ow
ing.
a a
M20 G
rade
CU
M
6,5
00
b
b
M25 G
rade
CU
M
38,0
00
12
c M
30 G
rade
CU
M
10
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
13
206
P
rovid
ing a
nd l
ayin
g D
esig
n M
ix c
emen
t co
ncr
ete
confo
rmin
g t
o
IS:4
56 &
IS
10262
-2009
for
rein
forc
ed c
on
cret
e w
ork
s w
ith c
oar
se
sand
and g
rad
ed h
ard s
tone
aggre
gat
e of
20m
m n
om
inal
siz
e in
sup
erst
ruct
ure
at
any l
evel
above
finis
hed
flo
or
level
, an
y s
hap
e,
posi
tion
or
thic
knes
s et
c co
mple
te
incl
udin
g
use
of
pla
stic
izer
/
super
pla
stic
izer
confo
rmin
g t
o I
S:9
103 (
late
st)
to a
chie
ve
requir
ed
slum
p i
n c
oncr
ete
all
com
ple
te a
s p
er s
peci
fica
tion
& d
raw
ing
for
the
foll
ow
ing.
a a
M20 G
rade
CU
M
10
b
b
M25 G
rade
CU
M
12,0
00
14
207A
P
rovid
ing a
nd l
ayin
g D
esig
n M
ix c
emen
t co
ncr
ete
confi
rmin
g t
o
IS:4
56 &
IS
10262
-2009
for
rein
forc
ed c
on
cret
e w
ork
s of
gra
de
M-
25 G
rad
e in
mac
hin
e fo
undat
ions
for
TG
, T
urb
ine,
ID
/FD
/PA
fan
s,
BF
P,
Coal
mil
ls a
t al
l el
evat
ions
bel
ow
/above
finis
hed
flo
or
level
exce
pt
TG
d
eck
an
d
top
d
eck
s su
pp
ort
ed
over
vib
rati
on
isola
tion
sy
stem
in
cludin
g
addit
ion
of
suit
able
pla
stic
izer
confo
rmin
g t
o I
S 9
103(l
ates
t) t
o a
chie
ve
a sl
um
p m
ore
than
125m
m
in
concr
ete
as per
m
anufa
cture
r's
reco
mm
endat
ion
wit
h
20 m
m
nom
inal
si
ze
gra
ded
ag
gre
gat
e in
co
ncr
ete
all
com
ple
te
as
per
spec
ific
atio
n &
dra
win
g.
CU
M
7,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
15
208
P
rovid
ing a
nd l
ayin
g D
esig
n M
ix c
emen
t co
ncr
ete
as p
er I
S:4
56 &
IS 1
0262
-2009 o
f gra
des
men
tioned
bel
ow
fo
r re
info
rced
concr
ete
work
s usi
ng
gra
ded
ag
gre
gat
e in
to
p
dec
ks
of
all
m
ach
ine
fou
nd
ati
on
s su
pport
ed
on
vib
rati
on
isola
tion
syst
em
(ex
cludin
g
supply
and i
nst
alla
tion o
f vib
rati
on s
yst
em)
and
top
dec
k o
f T
G
fou
nd
ati
on
at
all
level
s in
cludin
g a
ddit
ion o
f su
itab
le p
last
iciz
ers
confo
rmin
g t
o I
S9103
to a
chie
ve
a sl
um
p m
ore
than
125
mm
in
concr
ete
as
per
m
anufa
cture
rs
reco
mm
end
atio
n,
pre
par
atio
n
of
schem
e fo
r co
ncr
etin
g,
get
tin
g it
ap
pro
ved
b
y
engin
eer,
la
bour,
mat
eria
ls,
equip
men
t,
han
dli
ng,
bat
chin
g,
tran
sport
ing,
mix
ing,
pum
pin
g,
pla
cin
g,
level
ing,
vib
rati
ng,
com
pac
tin
g,
curi
ng,
test
ing,
clea
nin
g
and
render
ing
the
expose
d
surf
ace
wit
h
cem
ent
sand
mort
ar
to
giv
e a
smo
oth
an
d
even
su
rfac
e,
mai
nta
inin
g
and
subm
itti
ng
reco
rds
of
concr
etin
g,
pet
rogra
phic
ex
amin
atio
n
and
pote
nti
al
reac
tivit
y
of
aggre
gat
e et
c.
all
com
ple
te
as
per
spec
ific
atio
n,
dra
win
g a
nd i
nst
ruct
ions
of
engin
eer,
incl
udin
g U
PV
test
ing a
s dir
ecte
d b
y e
ngin
eer
in c
har
ge,
rec
tifi
cati
on
of
the
def
ects
in c
oncr
etin
g o
bse
rved
by u
ltra
-sonic
puls
e v
eloci
ty (
UP
V)
test
ing
by
cem
ent/
epox
y
gro
ut
etc,
but
excl
udin
g
form
work
, st
agin
g,
rein
forc
emen
t,
embed
men
t an
d
tem
per
ature
co
ntr
ol
of
concr
ete.
Pay
men
t te
rms
- a)
A
fter
ca
stin
g
75%
;
b)
Aft
er
recei
pt
of
ult
raso
nic
tes
t re
port
- 2
5%
.
a a
M30 g
rade
(wit
h 2
0m
m n
om
inal
siz
e gra
ded
sto
ne
aggre
gat
e)
CU
M
280
b
b
M35 g
rade
(w
ith 2
0m
m n
om
inal
siz
e gra
ded
sto
ne
aggre
gat
e)
CU
M
2,5
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
16
209A
E
xtr
a over
St.
No.
208 f
or
con
troll
ing o
f te
mp
eratu
re o
f fr
esh
concr
ete
to l
ess
than
25 d
egre
e ce
nti
gra
de
usi
ng i
ce,
incl
udin
g a
ll
rela
ted a
rran
gem
ents
fo
r pro
vid
ing,
stori
ng a
nd m
ixin
g o
f ic
e w
ith
wat
er,
cooli
ng o
f ag
gre
gat
es e
tc.
All
com
ple
te a
s per
sp
ecif
icat
ion,
dra
win
g a
nd i
nst
ruct
ion o
f en
gin
eer
in c
har
ge.
CU
M
2,5
00
17
210
E
xtr
a over
S
T N
os.
207 &
208 fo
r co
nd
uct
ing U
PV
te
st fo
r
concr
ete
at a
ll l
evel
s in
cludin
g a
ll e
quip
men
ts,
mak
ing n
eces
sary
arra
ngem
ents
, st
agin
g,
subm
issi
on of
report
et
c. al
l co
mple
te as
dir
ecte
d b
y e
ngin
eer
in c
har
ge
and a
s per
sp
ecif
icat
ion.
CU
M
800
18
211A
P
rovid
ing a
nd e
nca
sin
g o
f st
ruct
ura
l st
eel
mem
ber
wit
h
con
cret
e
usi
ng n
om
inal
aggre
gat
e si
ze o
f 12.5
mm
dow
n.
Enca
sed m
ember
shal
l be
wra
pped
wit
h w
elded
wir
e m
esh/c
hic
ken
wir
e m
esh
wit
h
pro
per
la
p
or
rein
forc
emen
t as
ap
pro
ved
duri
ng
det
aile
d
engin
eeri
ng et
c. co
mple
te as
per
sp
ecif
icat
ion fo
r th
e fo
llow
ing
gra
des
.
a c
M30 g
rade
CU
M
1,2
00
19
212A
S
cree
d
con
cret
e co
nfo
rmin
g
to
IS
456
wit
h
coar
se
sand
an
d
gra
ded
har
d s
tone
aggre
gat
e 12.5
mm
/6 m
m n
om
inal
siz
e on t
he
roof/
floor
at
any le
vel
or
thic
knes
s,
dra
ins
etc
com
ple
te
as per
foll
ow
ing.
a a
1:2
:4
(1
par
t ce
men
t,
2
par
t sa
nd,
4
par
ts
of
aggre
gat
e b
y
volu
me)
(not
less
then
M-1
5)
CU
M
600
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
20
213A
P
rovid
ing a
nd l
ayin
g D
esig
n M
ix c
emen
t co
ncr
ete
as p
er I
S:4
56 &
IS
10262-2
009
for
rein
forc
ed
con
cret
e w
ork
s usi
ng
gra
ded
aggre
gat
e fo
r C
oncr
ete
in p
reca
st w
ork
s li
ke
sla
bs/
tren
ch c
ov
ers,
fins,
lin
tels
, ch
ajas
, bea
ms,
colu
mns,
wal
l pan
els,
fac
ias
etc.
at a
ll
level
s in
al
l kin
ds
of
work
in
cludin
g
form
wo
rk/m
ould
s, cu
ring,
render
ing t
he
top
ex
pose
d s
urf
ace
wit
h c
emen
t sa
nd m
ort
ar (
1:3
),
han
dli
ng,
stori
ng,
tran
sport
ing,
all
lead
s, e
rect
ion w
ithout
dam
age,
sett
ing i
n p
osi
tion w
ith c
emen
t sa
nd m
ort
ar (
1:3
), f
illi
ng t
he
gap
s
bet
wee
n a
dja
cent
pre
cast
unit
s w
ith M
30 g
rade
concr
ete
or
cem
ent
sand
mort
ar
(1:3
) an
d
incl
udin
g
mak
ing
of
ho
les
for
bolt
s fo
r
fix
ing,
wel
din
g et
c. co
mple
te w
ith gra
ded
ag
gre
gat
e (2
0/1
2.5
/10
mm
) an
d a
s per
sp
ecif
icat
ion
and d
raw
ing f
or
foll
ow
ing g
rades
.
a a
M 2
5 g
rade
CU
M
10
b
b
M 3
0 g
rade
CU
M
250
21
214
P
rovid
ing a
nd
layin
g D
esig
n M
ix c
emen
t co
ncr
ete
as p
er I
S:4
56,
IS
3370 &
IS
10262
-2009
for
rein
forc
ed c
on
cret
e w
ork
s usi
ng
gra
ded
aggre
gat
e fo
r C
oncr
ete
in w
ate
r re
tain
ing/c
on
vey
ing s
tru
ctu
res
incl
udin
g a
ddit
ion o
f su
itab
le p
last
iciz
er c
um
wat
erpro
ofi
ng c
emen
t
addit
ives
confi
rmin
g t
o I
S 9
103 l
ates
t to
ach
ieve
a sl
um
p m
ore
th
an
125 m
m in
co
ncr
ete
as per
m
anu
fact
ure
rs re
com
men
dat
ion an
d
confo
rmin
g
to
lim
its
of
per
mea
bil
ity
as
per
IS
2545
and
spec
ific
atio
n
wit
h
20
mm
nom
inal
si
ze
gra
ded
ag
gre
gat
e fo
r
foll
ow
ing g
rades
.
a a
M 2
5 g
rade
CU
M
10
b
b
M 3
0 g
rade
CU
M
1,5
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
22
215
D
ism
an
tlin
g c
on
crete
work
for
all
typ
es o
f st
ruct
ure
s at
all
lev
els
incl
udin
g s
tack
ing o
f se
rvic
eable
mat
eria
l to
a l
ead o
f 500 m
and
dis
po
sal
of
unse
rvic
eable
mat
eria
l upto
a l
ead o
f 2 k
m,
cutt
ing o
f
rein
forc
emen
t,
labour,
eq
uip
men
t,
safe
ty
pre
cauti
ons
etc
all
com
ple
te a
s per
dra
win
gs,
sp
ecif
icat
ion a
nd
inst
ruct
ions
of
engin
eer
in c
har
ge.
a a
Pla
in c
emen
t co
ncr
ete
of
all
gra
des
i i
For
dis
po
sal
of
unse
rvic
eable
mat
eria
l m
ore
than
2km
but
less
than
5km
(ra
te t
o i
ncl
ude
dis
posa
l fr
om
work
spac
e to
2K
m)
CU
M
100
b
b
Rei
nfo
rced
cem
ent
con
cret
e of
all
gra
des
i i
For
dis
po
sal
of
unse
rvic
eable
mat
eria
l m
ore
than
2km
but
less
than
5km
(ra
te t
o i
ncl
ude
dis
posa
l fr
om
wo
rk s
pac
e to
2K
m)
CU
M
400
23
216
C
hip
pin
g o
f co
ncr
ete
in r
einfo
rced
con
cret
e w
ork
, cu
ttin
g p
ock
ets,
mak
ing o
pen
ings
at a
ll l
evel
s an
d a
cco
rdin
g t
o s
hap
es,
dis
po
sal
of
was
te
mat
eria
ls
upto
a
lead
of
5
km
as
dir
ecte
d
by
engin
eer
incl
udin
g e
quip
men
t, s
afet
y p
reca
uti
ons,
mak
ing g
ood t
he
bro
ken
surf
ace
etc
all
com
ple
te a
s per
spec
ific
atio
n,
dra
win
g,
inst
ruct
ions
of
engin
eer
in c
har
ge
but
excl
udin
g c
utt
ing o
f re
info
rcem
ent
.
CU
M
30
24
217
E
xtr
a over
an
d
above
St
No
216
for
cutt
ing
of
rein
forc
em
ent/
met
al
shee
t, a
ll s
izes
and t
ypes
incl
udin
g l
abour,
equip
men
t, r
eturn
of
cut
rein
forc
emen
t to
sto
re e
tc a
ll c
om
ple
te a
s
per
spec
ific
atio
n,
dra
win
gs
and i
nst
ruct
ions
of
engin
eer
in c
har
ge.
Mea
sure
men
t sh
all
be
on t
he
cross
sec
tional
are
a of
rein
forc
emen
t
cut.
SQ
CM
350
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
25
218
C
utt
ing
Rei
nfo
rced
co
ncr
ete
wit
h
mec
han
ised
to
ols
li
ke
Core
dri
llin
g m
achin
e et
c. f
or
cutt
ing p
ock
ets,
hole
s, c
ore
s in
sla
b,
bea
m,
colu
mn o
r fo
undat
ion a
s per
dir
ecti
on o
f en
gin
eer
in c
har
ge.
a a
100 m
m s
lab
CU
M
1
b
b
150m
m s
lab
CU
M
4
c c
200m
m s
lab
CU
M
0
26
219
P
rovid
ing
and
apply
ing
curi
ng
com
pou
nd
of
appro
ved
m
ake
wher
e ev
er r
equir
ed a
s p
er m
anufa
cture
r's
spec
ific
atio
n.
SQ
M
50
27
200A
P
rovid
ing
&
apply
ing
aer
ate
d
con
cret
e b
lock
s as
per
E
CB
C
com
pli
an
ce s
pec
ific
atio
n
CU
M
200
300 F
OR
M W
OR
KS
P
rovid
ing,
fix
ing
an
d r
emovin
g f
orm
work
at
an
y e
levati
on
s fo
r all
stru
ctu
res,
as
per
speci
fica
tion
s a
nd
in
clu
din
g a
ll l
ab
ou
r,
ma
teri
al,
scaff
old
ings
an
d c
ente
rin
g
com
ple
te i
ncl
ud
ing p
ock
ets
etc.
co
mp
lete
as
per
dra
win
g,
spec
ific
ati
on
s an
d a
s p
er d
irec
tion
of
engin
eer
in c
harg
e fo
r
the
foll
ow
ing.
28
301
F
air
face
form
work
wit
h g
ood q
ual
ity w
ater
pro
of
ply
wood o
f
requir
ed
thic
knes
s an
d
smoo
th
surf
ace
bel
ow
fi
nis
hed
gro
un
d
floor
level
fo
r fo
undat
ions,
footi
ngs,
bas
e o
f c
olu
mns,
w
alls
,
colu
mns,
pil
aste
rs, b
eam
s, m
ass
concr
ete,
tr
ench
es et
c.
SQ
M
5,0
00
29
301A
F
air
face
form
work
wit
h g
ood q
ual
ity w
ater
pro
of
ply
wood w
ith
film
face
of
requir
ed t
hic
knes
s an
d s
moo
th s
urf
ace
bel
ow
fin
ish
ed
gro
un
d
floor
level
fo
r fo
undat
ions,
footi
ngs,
bas
e o
f c
olu
mns,
wal
ls, c
olu
mns,
pil
aste
rs, b
eam
s, m
ass
concr
ete,
tr
ench
es
etc.
SQ
M
41,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
30
302A
F
air
face
form
work
wit
h g
ood q
ual
ity w
ater
pro
of
ply
wood w
ith
film
face
of
requir
ed t
hic
knes
s an
d s
moo
th s
urf
ace
ab
ove
fin
ish
ed
gro
un
d
floor
level
fo
r fo
undat
ions,
footi
ngs,
bas
e o
f c
olu
mns,
wal
ls, c
olu
mns,
pil
aste
rs, b
eam
s, m
ass
concr
ete,
tr
ench
es
etc.
SQ
M
8,5
00
31
303B
F
air
face
Form
work
wit
h g
ood q
ual
ity w
ater
pro
of
ply
wood w
ith
film
fa
ce
of
requir
ed
thic
kn
ess
and
smoo
th
surf
ace
for
TG
super
stru
cture
(a
bove
bas
e ra
ft
level
) in
cludin
g
pre
par
atio
n
of
schem
e, des
ignin
g,
sub
mis
sion an
d ap
pro
val
of
stag
ing dra
win
g
wit
h p
rops,
bra
ces
and t
ies
all
com
ple
te a
s p
er s
pec
ific
atio
n.
SQ
M
1,9
00
32
304
P
rovid
ing,
fix
ing a
nd r
emo
vin
g f
orm
work
in
blo
ck-o
uts
/pock
ets
and o
pen
ings
(bel
ow
0.1
sqm
pla
n a
rea)
at
all
elev
atio
ns
incl
udin
g
cutt
ing,
form
atio
n o
f al
l sh
apes
and a
ll o
ther
op
erat
ions
requir
ed f
or
mak
ing
the
requir
ed
shap
e an
d
size
al
l co
mple
te
as
per
spec
ific
atio
n, dra
win
g a
nd i
nst
ruct
ion o
f en
gin
eer
in c
har
ge.
a a
Upto
150 m
m d
epth
E
ach
200
b
b
Pock
ets
of
dep
ths
more
than
150m
m a
nd u
pto
300 m
m d
epth
E
ach
2,0
00
c c
Pock
ets
of
dep
ths
more
than
300m
m a
nd u
pto
600 m
m d
epth
E
ach
100
d
d
Pock
ets
of
dep
ths
more
than
600m
m a
nd u
pto
1000 m
m d
epth
E
ach
100
e e
Pock
ets
of
dep
ths
more
than
1000m
m a
nd u
pto
1500 m
m d
epth
E
ach
50
33
305
F
air
face
p
lyw
ood
w
ith
fi
lmfa
ce/l
am
inate
d
form
work
ab
ove
finis
hed
gro
und fl
oor
le
vel
fo
r co
lum
ns,
bea
ms,
su
spen
ded
floors
, ro
ofs
, l
inte
ls,
canti
lever
s, s
tair
case
s,
landin
gs,
bal
conie
s,
dom
es,
arch
es,
circ
ula
r over
hea
d t
anks
etc.
for
all
hei
ghts
wher
e
ever
spec
ific
ally
men
tion
ed i
n t
he
dra
win
g.
SQ
M
50,0
00
400 R
EIN
FO
RC
EM
EN
T (
Free
of
cost
su
pp
ly)
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
34
401
S
trai
ghte
nin
g,
cutt
ing,
ben
din
g,
pla
cin
g in
posi
tion at
an
y le
vel
,
bin
din
g
of
mil
d s
teel
rei
nfo
rcem
ents
confo
rmin
g t
o g
rade
1 o
f
IS:4
32 (p
art
1 or
gra
de
IS-2
062
) in
co
ncr
ete
incl
udin
g co
st of
rein
forc
emen
t an
d b
indin
g w
ire,
lab
our,
sca
ffold
ing,
tran
spo
rtat
ion
to &
fro
m s
tore
s et
c. a
ll c
om
ple
te a
s per
spec
ific
atio
ns
& d
raw
ings.
MT
100
35
402A
S
trai
ghte
nin
g,
cutt
ing,
ben
din
g,
pla
cin
g in
posi
tion at
an
y le
vel
,
bin
din
g i
n p
osi
tion o
f st
eel
rein
forc
emen
ts o
f T
MT
HY
SD
bar
s of
gra
de
Fe-
500D
co
nfi
rmin
g
to
IS:1
786
wit
h
min
imu
m
14.5
%
elongat
ion
incl
udin
g
cost
of
bin
din
g
wir
e,
lab
our,
sc
affo
ldin
g,
tran
sport
atio
n
to
&
from
st
ore
s et
c co
mple
te
all
as
per
spec
ific
atio
ns,
dra
win
gs
and a
s dir
ecte
d b
y E
ngin
eer.
MT
9,1
00
36
406
S
trai
ghte
nin
g
cutt
ing,
ben
din
g,
pla
cin
g in
posi
tion at
any le
vel
,
bin
din
g
of
mil
d s
teel
rei
nfo
rcem
ents
in b
rick
work
incl
udin
g c
ost
of
bin
din
g
wir
e,
labou
r,
scaf
fold
ing
etc.
co
mple
te
all
as
per
spec
ific
atio
ns
& d
raw
ings.
MT
25
500 W
AT
ER
PR
OO
OF
ING
WO
RK
S
W
ate
r p
roofi
ng
work
s in
clu
din
g
all
la
bou
r,
mate
rial,
eq
uip
men
t,
tran
sport
ati
on
, h
an
dli
ng,
curi
ng,
sam
pli
ng,
test
ing e
tc a
t an
y l
evel
as
per
spec
ific
ati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
37
506
P
rovid
ing
an
d
ap
ply
ing
PU
b
ase
d
wate
r p
roofi
ng
trea
tmen
t
wit
h o
ne
coat
of
poly
ure
than
e or
any o
ther
equiv
alen
t m
ater
ial
bas
ed p
rim
er w
ith a
n a
ppli
cati
on r
ate
of
min
imum
6 s
q.m
per
lit
re
and
two
succ
essi
ve
liq
uid
co
ati
ngs
of
hig
h
soli
ds
con
ten
t
ure
than
e p
re-p
oly
mer
s or
equiv
alen
t m
ater
ial
bas
ed f
inis
h c
oat
s
as
per
re
lev
ant
IS/A
ST
M
stan
dar
ds
to
form
an
el
asto
mer
ic
mem
bra
ne
wit
h
ov
eral
l dry
fi
lm
thic
knes
s
1.5
m
m
subje
ct
to
min
imum
500 g
m/s
qm
/coat
appli
cati
on r
ate.
Ite
m i
ncl
udes
surf
ace
pre
par
atio
n,
poly
scri
m
cloth
/fa
bri
c fo
r ed
ges
, jo
ints
& v
uln
erab
le
poin
ts
etc
all
com
ple
te
as
per
sp
ecif
icat
ions
and
dir
ecti
ons
of
engin
eer
in c
har
ge.
SQ
M
9,5
00
38
507
P
rovid
ing a
nd
layin
g w
eari
ng c
ou
rse c
onsi
stin
g
of
25m
m t
hic
k
pla
in c
emen
t co
ncre
te o
f gra
de
M20
wit
h g
raded
aggre
gat
e of
12.5
mm
si
ze
cast
in
pan
els
of
max
imum
si
ze
1.2
mx
1.2
m
and
rein
forc
ed w
ith 0
.56 m
m d
ia.
gal
van
ised
chic
ken
wir
e m
esh a
nd
seal
ing
of
join
ts
(in
gro
oves
of
6m
m
X
6m
m)
usi
ng
sili
con
/ela
stom
eric
com
pound e
tc a
ll c
om
ple
te.
SQ
M
500
39
508
P
rovid
ing a
nd l
ayin
g c
em
ent
con
crete
ch
equ
ered
flo
ori
ng t
iles
of
22 m
m t
hic
knes
s an
d s
ize
250x
250 m
m /
300x
300 m
m c
onfo
rmin
g
to I
S 1
3801 w
ith
8 m
m t
hic
k 1
:4 c
emen
t m
ort
ar o
ver
the
top m
ost
layer
of
roo
fing t
reat
men
t in
pat
hw
ay a
nd e
nti
re e
quip
men
t ar
ea
wit
h
fine
join
ts
incl
udin
g
seal
ing
of
join
ts
(sil
icon/e
last
om
eric
seal
ant)
etc
all
com
ple
te.
(Wat
er p
roofi
ng p
aid e
lsew
her
e)
SQ
M
1,5
00
40
509A
P
rovid
ing a
nd
ap
ply
ing t
wo o
r th
ree
coats
of
bit
um
en g
rad
e
85/2
5
as
per
IS
702
(
@
1.7
kg/s
qm
)wit
h
1%
an
tist
rippin
g
com
pound c
onfo
rmin
g t
o I
S 6
241
in f
ound
atio
n,
wal
l, c
olu
mn e
tc
on
concr
ete
surf
aces
ex
pose
d
to
soil
/
ash
incl
udin
g
surf
ace
pre
par
atio
n e
tc. al
l co
mple
te.
SQ
M
42,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
41
509B
P
rovid
ing
and
apply
ing
A
cryli
c b
ase
d
poly
mer
mod
ifie
d
cem
ente
ciou
s co
mp
osi
te co
ati
ng sy
stem
w
ith
appro
ved
qu
alit
y
and g
rade
all
com
ple
te a
s per
dra
win
g a
nd e
ngin
eer
inch
arge.
SQ
M
500
42
511
P
rovid
ing a
nd
mix
ing w
ate
r p
roofi
ng c
om
pou
nd
confo
rmin
g t
o
IS:2
645 i
n c
oncr
ete
or
cem
ent
mort
ar a
ll c
om
ple
te.
KG
2,0
00
43
511A
P
rovid
ing
and
m
ixin
g
sup
erp
last
isiz
er
cum
w
ate
r p
roofi
ng
com
pou
nd
co
nfo
rmin
g to
IS
:2645/
910
3 in
co
ncr
ete
or
cem
ent
mort
ar a
ll c
om
ple
te.
KG
1,0
00
44
512A
P
rovid
ing a
nd
ap
ply
ing A
nti
ter
mit
e an
d A
nti
wee
ds
ch
emic
al
trea
tmen
t of
soil
wit
h C
hlo
rop
yri
fos
emuls
ifia
ble
or
equiv
alen
ts a
s
appro
ved
by E
ngin
eer
Inch
arge,
conce
ntr
ates
(1
%)
confo
rmin
g t
o
IS :
8944 a
ll c
om
ple
te.
SQ
M
2,2
00
45
515A
P
rovid
ing 4
50x
450(s
q m
m)
KH
UR
RA
S f
or
rain
wat
er d
ow
n t
ake
pip
es h
avin
g m
inim
um
thic
knes
s of
30m
m w
ith 1
:2:4
concr
ete
over
PV
C s
hee
t of
1000x
1000x
400 m
icro
n a
nd f
inis
hed
wit
h 1
2m
m t
hk,
cem
ent
sand p
last
er 1
:3 e
tc, al
l co
mple
te a
s per
sp
ecif
icat
ion.
EA
CH
70
600 J
OIN
TS
AN
D F
ILL
ER
S
Join
ts &
fil
lers
in
clu
din
g a
ll l
ab
ou
r, m
ate
rial,
eq
uip
men
t, t
ran
sport
ati
on
,
han
dli
ng e
tc a
t an
y l
evel
as
per
sp
eci
fica
tion
, d
raw
ings
an
d a
s d
irec
ted
by
engin
eer
- in
- c
harg
e.
46
601
S
upply
ing
&
inst
alla
tion
of
bit
um
en i
mp
regn
ate
d f
ibre
board
confi
rmin
g t
o I
S 1
838 a
s j
oin
t fi
ller
at
join
ts i
n c
oncr
ete
incl
udin
g
nai
ling,
coat
ing o
f both
fac
es w
ith c
oal
tar
pit
ch/b
itum
in e
tc.
all
com
ple
te.
a a
12 m
m w
ide
join
ts.
SQ
M
100
b
b
20 m
m w
ide
join
ts.
SQ
M
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
c c
25 m
m w
ide
join
ts
SQ
M
100
d
d
50 m
m w
ide
join
ts
SQ
M
200
47
602
P
rovid
ing a
nd a
pply
ing p
oly
sulp
hid
e b
ase
d s
eala
nt
confo
rmin
g t
o
IS:1
2118
in
expan
sion
jo
ints
in
co
ncr
ete
incl
udin
g
clea
nin
g
of
join
ts,
rakin
g o
ut
gro
ove,
ap
pli
cati
on o
f pri
mer
, sc
affo
ldin
g e
tc.
all
com
ple
te f
or
foll
ow
ing s
ize
gro
oves
:
a a
12m
m X
25m
m
RM
500
b
b
20m
mX
25m
m
RM
500
c c
25m
mX
25m
m
RM
250
d
d
50m
mX
25m
m
RM
250
48
603
S
upply
ing
and
fill
ing
in
posi
tion
hot
appli
ed
bit
um
in
seali
ng
com
pou
nd
(G
rade
A)
confi
rmin
g t
o I
S 1
834 i
ncl
udin
g c
lean
ing,
mix
ing,
hea
ting,
pouri
ng/i
nje
ctin
g
seal
ing
com
pound
in
gap
s in
join
ts i
ncl
udin
g a
ppli
cati
on o
f pri
mer
etc
. al
l co
mple
te a
s per
sp
ec.
a a
10m
m X
40m
m
RM
400
b
b
12m
m X
25m
m
RM
500
c c
20m
mX
25m
m
RM
400
49
605
P
rovid
ing a
nd s
eali
ng o
f jo
ints
wit
h p
rem
ium
gra
de
sili
con
sea
lan
t
( S
ilpru
f of
GE
sil
icons
or
appro
ved
equiv
alen
t) i
ncl
udin
g c
lean
ing
of
join
ts,
rakin
g o
ut
gro
ove,
join
t fi
ller
tap
es,
appli
cati
on o
f pri
mer
,
curi
ng,
scaf
fold
ing
etc.
al
l co
mple
te
as
per
m
anufa
cture
r's
reco
mm
endat
ion f
or
foll
ow
ing s
ize
gro
ove:
a a
12m
m X
25m
m
RM
20
b
b
20m
mX
25m
m
RM
20
c c
25m
mX
25m
m
RM
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
d
d
50m
mX
25m
m
RM
100
50
606
P
rovid
ing a
nd
fix
ing P
VC
wate
r s
top
s in
join
ts c
onfo
rmin
g t
o I
S
12200 &
IS
15058 a
ll c
om
ple
te f
or
the
foll
ow
ing:
a c
150 m
m w
ide
an
d 6
mm
th
ick
R
M
20
b
d
230 m
m w
ide
an
d 6
mm
th
ick
R
M
300
51
607A
P
rovid
ing a
nd S
eali
ng o
f jo
ints
/lea
kag
e dir
ect
in t
ouch
wit
h s
oil
or
stru
cture
w
ith C
hem
ical
inje
ctio
n g
rou
tin
g u
sing w
ater
solu
ble
monom
er
bas
ed
chem
ical
(c
onfi
rmin
g
to
IS:
2645)
and
cem
ent
slurr
y b
y pre
ssure
pum
p w
ith ar
ran
gem
ent
as per
IS
: 6494 an
d
dra
win
gs
all
com
ple
te.
RM
20
52
608
S
upply
and i
nst
alla
tion o
f P
oly
styren
e fl
exib
le b
oard
confi
rmin
g
to
IS 46
71 as
jo
int
fill
er at
jo
int
of
concr
ete
incl
udin
g nai
ling,
coat
ing o
f both
fac
es w
ith c
oal
tar
pit
ch /
buti
men
etc
. al
l co
mple
te.
a a)
100m
m t
hic
k
SQ
M
50
b
b)
50m
m t
hic
k
SQ
M
50
700 M
S E
MB
ED
ME
NT
S
E
mb
edm
ents
in
clu
din
g a
ll l
ab
ou
r, m
ate
rial,
eq
uip
men
t, t
ran
sport
ati
on
,
han
dli
ng e
tc.
at
an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
53
701
S
upply
, f
abri
cati
ng a
nd f
ixin
g o
f m
ild s
teel
em
bed
men
t’s,
inse
rts,
pip
e sl
eeves
, an
gle
pie
ces,
rungs
of
var
ious
dia
met
ers,
pla
tes
of
dim
ensi
on
s a
s r
equir
ed e
tc.
in
cludin
g w
eldin
g,
bolt
ing,
cutt
ing,
dri
llin
g, sc
affo
ldin
g, se
ttin
g e
tc. al
l co
mple
te.
MT
125
54
702
S
ame
as
above
but
wit
h
ow
ner
su
pll
ied
mat
eria
l fr
ee
of
cost
incl
udin
g l
oad
ing,
tran
sport
atio
n,
unlo
adin
g e
tc.
all
com
ple
te f
rom
ow
ner
sto
re t
o p
lant
site
. M
T
150
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
55
703
F
ixin
g
of
embed
men
ts,
inse
rts,
pip
e s
leev
es,
angle
pie
ces,
an
chor
bolt
s of
var
ious
dia
met
ers,
pla
tes
of
dim
ensi
on
s as
re
quir
ed e
tc.
incl
udin
g
scaf
fold
ing,
sett
ing
in
posi
tio
n,
tr
ansp
ort
atio
n
from
ow
ner
's s
ite
store
s to
work
sp
ot
etc.
all
co
mple
te.
MT
60
56
704
S
upply
, F
abri
cati
on,
tran
sport
atio
n,
del
iver
y at
si
te an
d er
ecti
on,
inst
alla
tion a
nd a
lignm
ent
of
mil
d s
teel
foundat
ion b
olt
ass
embly
confo
rmin
g t
o I
S:2
062
and g
rade
1 o
f IS
:432
in c
oncr
ete
alon
g
wit
h n
uts
, lo
ck n
uts
(as
per
IS
:1363,
1364 a
nd
IS
:31
38),
was
her
s,
anch
or
pla
tes,
st
iffn
er
pla
tes,
pro
tect
ive
tape,
pip
e sl
eev
es,
tem
pla
tes
etc.
in
cludin
g
wel
din
g,
cutt
ing,
gri
ndin
g,
thre
adin
g,
dri
llin
g
etc.
al
l co
mple
te
wit
h
pro
tect
ive
coat
ing
as
per
spec
ific
atio
n.
MT
50
57
705
S
upply
ing,
fabri
cati
ng,
erec
tin
g a
nd i
nst
alli
ng f
oll
ow
ing i
tem
s in
concr
ete/
bri
ckw
all
for
all
kin
d o
f w
ork
s, i
ncl
udin
g s
etti
ng m
ater
ial
in c
oncr
ete,
layout,
sca
ffold
ing,
cutt
ing,
form
ing,
gri
ndin
g,
dri
llin
g,
bolt
ing, w
eldin
g, jo
inti
ng, te
stin
g e
tc.
all
com
ple
te.
a a
MS
pip
es o
f al
l dia
met
ers
Quin
tal
30
b
b
PV
C p
ipes
/ c
onduit
s of
all
dia
met
ers
Quin
tal
50
c c
UP
VC
pip
es /
conduit
s of
all
dia
met
ers
Quin
tal
20
d
d
Ex
pan
sion
fa
sten
ers
(mec
han
ical
gal
van
ised
) of
safe
te
nsi
le
capac
ity a
s sp
ecif
ied b
elow
for
bri
ck w
ork
wit
h e
xpan
sion
sle
eve
of
A6 p
oly
amid
e:
i i
Upto
250 k
g
Eac
h
120
ii
ii
Beyond 2
50 K
g a
nd u
pto
500 k
g
Eac
h
100
iii
iii
Beyond 5
00 K
g a
nd u
pto
750 k
g
Eac
h
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
e e
Ex
pan
sion
fas
tener
s (m
echan
ical
gal
van
ised
)of
safe
ten
sile
cap
acit
y
as
spec
ifie
d
bel
ow
fo
r co
ncr
ete
work
w
ith
expan
sion
sl
eeve
of
stai
nle
ss s
teel
:
i i
Upto
250 k
g
Eac
h
120
ii
ii
Beyond 2
50 K
g a
nd u
pto
500 k
g
Eac
h
100
iii
iii
Beyond 5
00 K
g a
nd u
pto
750 k
g
Eac
h
100
iv
706
P
laci
ng,
lock
ing
and
rele
asin
g
of
Vib
rati
on
Is
ola
tion
spri
ng
module
s over
the
found
atio
n a
t al
l el
evat
ions
incl
udin
g p
rovid
ing
all
assi
stan
ce u
nder
th
e su
per
vis
ion o
f th
e su
ppli
er,
tran
sport
atio
n
from
Ow
ner
sto
re,
nec
essa
ry s
tag
ing,
pla
tform
s, l
evel
ing,
alig
nm
ent
etc.
all
com
ple
te.
Eac
h
220
800 G
RO
UT
ING
G
rou
tin
g i
ncl
ud
ing a
ll l
ab
ou
r, m
ate
rial,
eq
uip
men
t, r
ou
gh
enin
g s
urf
ace
,
clea
nin
g,
ram
min
g,
curin
g e
tc.
at
an
y l
evel
un
less
oth
erw
ise
spec
ifie
d a
s
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
58
801
P
rovid
ing &
gro
uti
ng w
ith c
emen
t sl
urr
y m
ix o
f ap
pro
ved
rat
io
usi
ng p
ress
ure
pu
mp
for
wat
er r
etai
nin
g c
oncr
ete
stru
cture
s as
per
appro
ved
pro
cedu
re i
ncl
udin
g c
ost
of
nip
ple
s/ n
ozz
les,
ad
mix
ture
,
curi
ng,
pre
ssure
pum
ps,
slu
rry a
git
ator
etc.
all
co
mple
te.
Cost
shal
l
incl
ude
fix
ing of
nip
ple
s at
m
inim
um
500 m
m ce
ntr
e to
ce
ntr
e
spac
ing,
cutt
ing o
f nip
ple
s af
ter
com
ple
tin
g o
f gro
uti
ng,
mak
ing
good o
f th
e nip
ple
hole
wit
h a
ppro
pri
ate
non
-shri
nk c
emen
t p
aste
,
wat
er
tightn
ess
test
et
c.
all
com
ple
te
wher
ever
sp
ecif
ied
in
the
dra
win
g.
SQ
M
10
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
59
803A
P
rovid
ing &
gro
uti
ng o
f pock
et h
ole
s, p
ipe
slee
ves
and u
nd
er b
ase
pla
te o
f st
ruct
ura
l st
eel
work
/ m
achin
ery/
pip
e su
pport
ing s
truct
ure
s
incl
udin
g r
ou
ghen
ing o
f su
rfac
e, c
lean
ing,
ram
min
g,
curi
ng e
tc.
all
com
ple
te
wit
h
min
M
30
concr
ete
(6m
m
dow
ngra
ded
aggre
gat
e)usi
ng non sh
rink ad
mix
ture
. (C
ost
of
all
mat
eria
l an
d
clea
nin
g t
he
pock
et b
y c
om
pre
ssed
air
shal
l b
e in
the
scop
e of
the
contr
acto
r).
CU
M
200
60
804
P
rovid
ing &
gro
uti
ng o
f pock
et h
ole
s, p
ipe
slee
ves
and u
nd
er b
ase
pla
tes
of
stru
ctura
l st
eel
work
/ m
achin
ery/
pip
e su
pport
ing
stru
cture
s in
cludin
g
rou
gh
enin
g
of
surf
ace,
cl
eanin
g,
ram
min
g,
curi
ng e
tc.
all
com
ple
te w
ith C
on
bex
traG
P-1
or e
qu
ivale
nt.
(C
ost
of
all
mat
eria
l an
d c
lean
ing o
f th
e po
cket
s b
y c
om
pre
ssed
air
shal
l
be
in t
he
scope
of
the
contr
acto
r).(
NO
TE
: M
inim
um
char
acte
rist
ic
stre
ngth
of
gro
uti
ng s
hal
l be
as p
er d
etai
l dra
win
g a
ll c
om
ple
te)
CU
M
5
61
805
P
rovid
ing &
gro
uti
ng o
f pock
et h
ole
s, p
ipe
slee
ves
and u
nd
er b
ase
pla
tes
of
stru
ctura
l st
eel
work
/ m
achin
ery/
pip
e su
pport
ing
stru
cture
s in
cludin
g
rou
gh
enin
g
of
surf
ace,
cl
eanin
g,
ram
min
g,
curi
ng,
etc.
al
l co
mple
te
wit
h
Con
bex
tra
GP
-2
or
equ
ivale
nt.
(Cost
of
all
mat
eria
l an
d c
lean
ing o
f th
e p
ock
ets
by c
om
pre
ssed
air
shal
l be
in
the
scope
of
the
contr
acto
r)(N
OT
E:
Min
imum
char
acte
rist
ic s
tren
gth
of
gro
uti
ng s
hal
l b
e as
per
det
ail
dra
win
g a
ll
com
ple
te).
CU
M
25
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
900 D
OO
RS
, W
IND
OW
S, V
EN
TIL
AT
OR
S, L
OU
VE
RS
D
oors
, w
ind
ow
s, v
enti
lato
rs,
lou
ver
s, r
oof
ven
tila
tors
, ro
llin
g s
hu
tter
s,
part
itio
ns
incl
ud
ing
all
la
bou
r,
mate
rial,
eq
uip
men
ts,
tran
sport
ati
on
,
han
dli
ng,
pre
para
tion
of
work
ing
dra
win
gs
etc.
a
t an
y
level
as
per
spec
ific
ati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
62
903
P
rovid
ing, fi
ttin
g a
nd f
ixin
g s
oli
d c
ore
flu
sh d
oor
shu
tter
as
per
IS
2202 p
art
II,
35m
m t
hic
k h
om
ogen
ous
par
ticl
e b
oar
d b
onded
wit
h
BW
P t
yp
e phen
olf
orm
aldih
yde
synth
etic
res
in,
par
ticl
e boar
d c
ore
confo
rmin
g t
o I
S 3
087 t
yp
e I,
35x
12 m
m t
hic
k t
eakw
ood b
eadin
g
all
around in
cludin
g pre
par
atio
n of
work
ing dra
win
gs.
godre
j or
equiv
alen
t m
ake
mort
ice
lock
wit
h h
andle
s on b
oth
sid
es,
appro
ved
ISI
mar
k a
nodis
ed f
itti
ngs
like
door
stopp
er,
300m
m l
ong t
ow
er
bolt
s,16x
300m
m l
ong a
ldro
ps
,125m
m l
on
g h
andle
s on b
oth
sid
es
etc.
butt
hin
ges
, sl
idin
g b
olt
, k
nobs,
(a
ll f
itti
ngs
shal
l be
anoid
ised
alum
inum
colo
r d
yed
), f
inis
h
flat
oil
pai
nt
confi
rmin
g t
o I
S:
137
over
pri
mer
, sc
rew
s et
c. a
ll c
om
ple
te a
s p
er d
raw
ing,
spec
ific
atio
n
and i
nst
ruct
ion o
f en
gin
eer
in c
har
ge.
wit
h
com
mer
cial
fac
es a
nd
teak
wood e
dges
. (
Fin
ish p
ainti
ng p
aid s
epar
atel
y)
SQ
M
50
63
904A
P
rovid
ing a
nd f
ixin
g s
ingle
or
dou
ble
ste
el d
oor
shu
tter
s w
ith 3
5
mm
(m
in,)
th
k fl
ush
d
esig
n sh
utt
er co
mpri
sing of
two oute
r
shee
ts
of
1.2
m
m
gau
ge
st
eel
shee
ts
ri
gid
ly
co
nnec
ted
and
rein
forc
ed in
side
wit
h co
nti
nuous
ver
tica
l 19 gau
ge
(1.0
0 m
m)
stif
fener
s, s
pot
wel
ded
in
posi
tion
at n
ot
more
th
an 1
50m
m o
n
centr
es in
cludin
g void
fi
lled
w
ith m
iner
al w
ool
(den
sity
as
per
spec
ific
atio
n),
all
fit
tings,
Godre
j or
equiv
alen
t m
ake
mort
ice
lock
wit
h h
andle
on b
oth
sid
es, sh
op a
nd f
inal
pai
nti
ng
etc
all
com
ple
te.
SQ
M
620
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
64
905
P
rovid
ing
and
fix
ing
sin
gle
or
dou
ble
ste
el d
oor
shu
tter
s w
ith
18
gau
ge
M.S
. sh
eets
sh
utt
er p
rese
nti
ng a
flu
sh s
urf
ace
on t
he
outs
ide
and i
nsi
de
stif
fened
wit
h s
emi
tubula
r e
dge
and
cen
tral
stif
fenin
g
ra
il
whic
h
shal
l co
nvey
the
lock
in
cludin
g
fix
ture
s,
Godre
j or
equiv
alen
t m
ake
mort
ice
lock
wit
h h
andle
on b
oth
sid
es,
shop a
nd f
inal
pai
nti
ng e
tc a
ll c
om
ple
te.
SQ
M
10
65
90
6
Pro
vid
ing
an
d
fi
xin
g
an
od
ized
ex
tru
ded
alu
min
um
d
oors
(sin
gle
or
dou
ble
sh
utt
er)
confo
rmin
g
to
IS:1
948,
IS:1
949
fabri
cate
d
from
ex
trud
ed
sect
ions
of
HIN
DA
LC
O/J
IND
AL
or
equiv
alen
t m
ake
hav
ing m
inim
um
2 m
m w
all
thic
knes
s as
per
IS:1
285,
IS:7
33 a
nd a
no
diz
ed a
nd e
lect
ro c
olo
r co
atin
g o
f re
quir
ed
shad
e as
per
IS
1868 (
min
imum
anodiz
ed c
oat
ing o
f gra
de
AC
15 )
.
fix
ed w
ith r
awl
plu
gs,
expan
sion
fas
tener
s, S
S s
crew
s /
fix
ing c
lips
nec
essa
ry f
illi
ng o
f gap
s at
Junct
ions,
at
top,
bott
om
& s
ides
wit
h
requir
ed P
VC
/ n
eopre
ne
felt
fo
r bi-
met
alli
c pro
tect
ion e
tc.
Gla
zin
g
shall
be
tou
gh
ened
gla
ss o
f 8 m
m t
hic
kn
ess
incl
udin
g s
nap
fit
type
bea
din
g,
conce
aled
sc
rew
s,
fix
ture
s,
Godre
j or
equiv
alen
t
mak
e M
ort
ice
lock
wit
h h
andle
on b
oth
sid
es,
et
c al
l co
mple
te.
Alu
min
um
sec
tion s
hal
l be
smoo
th,
free
of
stai
ns,
str
aight,
mit
red
& j
oin
ted m
echan
ical
ly w
her
ever
req
uir
ed.
(Gla
zing s
hal
l be
pai
d
separ
atel
y u
nd
er s
eria
l n
o. 7
4)
SQ
M
150
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
66
907
P
rovid
ing
an
d
fixin
g
fire
p
roof
ste
el
doors
(si
ngle
or
double
shutt
er)
wit
h
pan
ic
dev
ices
sh
all
be
45m
m
thk
flush
des
ign
com
pri
sing o
f tw
o oute
r sh
eets
o
f 18 gau
ge
stee
l sh
eets
ri
gid
ly
connec
ted
and
re
info
rced
insi
de
wit
h
conti
nuous
ver
tica
l
20
gau
ge
stif
fener
s,
sp
ot
w
elded
in
posi
tion at
not
m
ore
th
an
150m
m
on
cente
rs
incl
udin
g
all
fitt
ings,
sh
op
pai
nti
ng
wit
h
appro
ved
post
off
ice/
sign
al r
ed c
olo
r fi
re r
esis
tant
pai
nt
and m
iner
al
wool
insu
lati
on (6
4 kg/c
um
den
sity
) co
mple
te an
d sh
all
be
fire
pro
of
as
per
IS
:3614,
TA
C r
equir
emen
ts a
nd a
s p
er
spec
ific
atio
n.
Min
imum
rat
ings
shal
l be
2 H
rs.
SQ
M
100
67
908
P
rovid
ing a
nd f
ixin
g s
teel
win
dow
s/ven
tila
tor
wit
h
stee
l s
ecti
ons
as per
IS
:1038,
IS:1
361
&
IS
:7452
late
st
revis
ion
incl
udin
g al
l
fitt
ings,
met
al b
eadin
gs,
hold
fas
ts,
shop a
nd f
inal
pai
nti
ng ,
gla
zing
etc.
all
com
ple
te.
(Gla
zing s
hal
l be
pai
d s
epar
atel
y u
nder
ser
ial
no.
74)
a a
op
enab
le t
yp
e S
QM
250
b
b
fixed
typ
e S
QM
175
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
68
909
P
rovid
ing
and
fix
ing
an
od
ised
alu
min
ium
w
ork
of
Jindal
,
Hin
dal
co o
r oth
er e
quiv
alen
t ap
pro
ved
mak
e fo
r door
pan
els,
gri
ll,
door
fram
es,
win
dow
s,
ven
tila
tors
, par
titi
ons,
ra
ilin
g
etc
wit
h
extr
uded
sta
ndar
d t
ubula
r an
d o
ther
sec
tions
incl
udin
g a
ll f
itti
ngs
&
fix
ture
s an
d ac
cess
ori
es of
appro
ved
m
ake
con
form
ing to
IS
733
and
IS1285,
anodis
ed
and el
ectr
o co
lor
dyed
to
re
quir
ed sh
ade
acco
rdin
g t
o I
S 1
868 (
min
imum
anodic
coat
ing o
f gra
de
AC
15),
fix
ed w
ith r
awl
plu
gs,
ex
pan
sion
fas
tener
s, S
S s
crew
s or
wit
h f
ixin
g
clip
s, i
ncl
udin
g n
eces
sary
fil
ling o
f gap
s at
junct
ions,
at
top,
bott
om
and
sides
w
ith
requir
ed
PV
C/n
eopre
ne
felt
fo
r bi-
met
alli
c
pro
tect
ion
etc.
In
cludin
g
pre
par
atio
n
of
work
ing
dra
win
gs,
alum
inum
cl
eat
angle
, al
um
inum
sn
ap-o
n-b
eadin
g
for
gla
zing/p
anel
ing,
stai
r ca
se
trea
d
nosi
ng,
wit
h
all
fitt
ings
and
fix
ture
s (l
ike
tow
er b
olt
s, h
andle
s, d
oor
stopp
er w
ith r
ubber
shoes
,
'L'
dro
ps,
st
ays,
fl
oor
spri
ngs,
h
yd
rauli
c door
closu
res
etc.
), C
P
bra
ss/s
tain
less
ste
el s
crew
s, p
rovid
ing a
nd f
ixin
g h
inges
/piv
ots
, an
d
mak
ing p
rovis
ion f
or
fix
ing o
f fi
ttin
g w
her
ever
req
uir
ed i
ncl
udin
g
cost
of
PV
C/n
eopre
ne
gas
ket
, al
l co
mple
te
as
per
dra
win
g,
spec
ific
atio
n a
nd i
nst
ruct
ions
of
engin
eer
in c
har
ge
(Gla
zing a
nd
pan
elin
g sh
all
be
pai
d se
par
atel
y und
er se
rial
no.
74).
Wei
ght
of
alum
inum
sec
tion o
nly
shal
l be
mea
sure
.
Kg
15,0
00
69
910
P
rovid
ing
and
fix
ing
of
alum
inum
co
mposi
te
pan
el(A
CP
) of
foll
ow
ing
thic
kn
ess
w
ith
PV
DF
o
r poly
este
r co
atin
g
for
inte
rior/
exte
rior
of
app
roved
shad
e ,c
olo
r et
c al
l co
mple
te
as p
er
spec
ific
atio
n.
a a
3m
m
SQ
M
270
b
b
4m
m
SQ
M
120
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 2
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
c c
5m
m
SQ
M
120
70
911
P
rovid
ing a
nd f
ixin
g o
f d
oor
close
rs
as p
er I
S 3
564 ,
of
appro
ved
mak
e &
qu
alit
y a
ll c
om
ple
te o
f fo
llow
ing t
yp
e :
a a
Over
hea
d h
ydra
uli
c doo
r cl
osu
res
Eac
h
70
b
b
Flo
or
mounte
d H
ydra
uli
c door
close
rs
Eac
h
110
71
912A
P
rovid
ing
and f
ixin
g p
ress
ed s
teel
fra
mes
fa
bri
cate
d f
rom
1.6
mm
M.S
sh
eet
mort
ised
, re
info
rced
dri
lled
and t
apped
for
hin
ges
and l
ock
s bolt
s st
rikes
, h
old
fas
ts a
dju
stab
le
floor
anch
ors
, fl
oo
r
tile
s/w
eath
er b
ars
,pai
nti
ngs
etc
all
com
ple
te as
per
spec
ific
atio
ns.
Kg
3,0
00
72
913
P
rovid
ing
and
fix
ing
in
posi
tion
ro
llin
g
shu
tter
of
hot
roll
ed
dou
ble
dip
ped
galv
an
ised
ste
el l
ath s
ecti
on o
f 18 S
WG
tes
ted
mil
d s
teel
str
ips
at 7
5m
m r
oll
ing
centr
es
inte
rlock
ed
toget
her
thro
ugh
thei
r e
nti
re
len
gth
an
d j
oin
ted t
oget
her
at
the
end b
y e
nd
lock
s m
ounte
d o
n s
pec
iall
y d
esig
ned
pip
e sh
aft
wit
h b
rack
ets,
sid
e
guid
es a
nd a
rran
gem
ents
for
insi
de
and o
uts
ide
lock
ing w
ith p
ush
and pull
oper
atio
n in
cludin
g w
ire
spri
ngs,
to
p co
ver
, pri
mer
&
shop c
oat
s of
appro
ved
enam
el p
aint
etc,
all
co
mple
te a
s per
IS
6248 a
nd s
pec
ific
atio
n o
f ap
pro
ved
mak
e of
foll
ow
ing t
ypes
: T
he
bott
om
lat
h s
hal
l be
cou
ple
d t
o a
lock
pla
te f
abri
cate
d f
rom
3m
m
thic
k gal
van
ised
st
eel
pla
te an
d se
cure
ly
rivet
ed w
ith
stif
fenin
g
angle
s.(p
artl
y c
oil
ed a
nd l
ath/f
ull
lat
h).
a a
Han
d O
per
ate
d
SQ
M
30
b
b
Mec
han
icall
y O
per
ate
d
SQ
M
100
c c
Ele
ctri
call
y o
per
ate
d
SQ
M
60
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
73
914
P
rovid
ing a
nd f
ixin
g P
VC
doors
(25 t
hk
dou
ble
sk
in)
of
sinte
x o
r
equiv
alen
t m
ake
incl
udin
g a
ll f
itti
ng &
fix
ture
s as
per
spec
ific
atio
n,
dra
win
g a
nd i
nst
ruct
ions
of
engin
eer
in c
har
ge.
S
QM
10
74
915
P
rovid
ing,
fix
ing an
d fi
ttin
g of
gla
zin
g of
firs
t gra
de
class
in
stee
l/al
um
inum
/wooden
fra
mes
, w
her
e ev
er r
equir
ed,
clea
nin
g a
fter
fix
ing i
ncl
udin
g h
ardw
are,
gas
ket
s, c
lips,
bea
din
gs
etc.
all
com
ple
te
as p
er S
pec
ific
atio
n f
or
the
foll
ow
ings
a b
4 m
m t
hic
k c
lear
flo
at g
lass
S
QM
100
b
d
6 m
m t
hic
k w
ired
gla
ss
SQ
M
200
c e
6m
m t
hic
k P
oly
carb
onat
e sh
eet
mult
i (t
win
) w
all
fire
ret
ardan
t an
d
ult
ra v
iole
t re
sist
ant
wit
h s
eale
d o
pen
ed
ges
. S
QM
600
d
g
6 m
m t
hic
k t
inte
d h
eat
refl
ecti
ng t
yp
e fl
oat
gla
ss
SQ
M
200
e h
6 m
m t
hic
k c
lear
tou
ghen
ed s
afet
y g
lass
as
per
sp
ec.
SQ
M
100
f i
Tw
o
nos.
6
mm
th
ick
clea
r to
ughen
ed
float
gla
ss
her
met
ical
ly
seal
ed a
nd s
epar
ated
by 1
2 m
m t
hic
k a
ir g
ap f
or
ther
mal
insu
lati
on
(only
sin
gle
ele
vat
ion a
rea
to b
e m
easu
red)
SQ
M
10
g
j T
wo nos.
6 m
m th
ick ti
nte
d to
ughen
ed fl
oat
gla
ss h
erm
etic
ally
seal
ed a
nd s
epar
ated
by 1
2 m
m t
hic
k a
ir g
ap f
or
ther
mal
insu
lati
on
(only
sin
gle
ele
vat
ion a
rea
to b
e m
easu
red)
SQ
M
10
h
k
One
oute
r 6m
m t
hic
k t
inte
d h
eat-
refl
ecti
ng t
ype
float
gla
ss a
nd o
ne
inner
6m
m t
hic
k p
lain
flo
at g
lass
her
met
ical
ly s
eale
d a
nd s
epar
ated
by 1
2 m
m t
hic
k g
ap f
or
ther
mal
insu
lati
on (
only
sin
gle
ele
vat
ion
area
to b
e m
easu
red).
SQ
M
10
i l
6 m
m t
hic
k r
efle
ctiv
e to
ughen
ed g
lass
for
mai
n p
lant
buil
din
g a
s
per
spec
ific
atio
n
SQ
M
400
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
j o
One
oute
r 6m
m t
hic
k t
inte
d h
eat-
refl
ecti
ng t
yp
e to
ughen
ed g
lass
and o
ne
inner
6m
m t
hic
k c
lear
tough
ened
gla
ss h
erm
etic
ally
sea
led
and se
par
ated
b
y 12 m
m th
ick gap
fo
r th
erm
al in
sula
tion (o
nly
single
ele
vat
ion a
rea
to b
e m
easu
red).
SQ
M
250
k
p
8 m
m t
hic
k t
oughen
ed g
lass
S
QM
60
l q
10 m
m t
hic
k t
oughen
ed g
lass
S
QM
12
75
916
S
upply
ing an
d fi
xin
g w
eath
er st
rip
pin
g of
appro
ved
m
ake
and
qual
ity
to
doors
as
p
er
inst
ruct
ions
of
engin
eer
in
char
ge
and
spec
ific
atio
n c
om
ple
te.
RM
1,0
00
76
917
P
rovid
ing
and
fix
ing
12
mm
th
ick
B
WP
p
art
icle
b
oard
,
dec
ora
tive
ven
eer
(pre
lam
inat
ed)
on
both
si
des
, as
pan
els
in
alum
inum
fr
amed
door
shutt
er,
fix
ed
wit
h
nec
essa
ry
snap
-on-
bea
din
g e
tc.
all
com
ple
te (
excl
udin
g a
lum
inum
work
s).
SQ
M
10
77
919
P
rovid
ing a
nd
fix
ing 1
mm
thk.
MS
sh
eet
slid
ing s
hu
tter
s w
ith
fram
e an
d
dia
gonal
b
race
s of
50X
50X
6
angle
ir
on,
3
mm
M
S
guss
et p
late
s at
junct
ion a
nd
corn
ers,
25 m
m d
ia p
ull
ey,
50X
50X
6
angle
and
T-i
ron g
uid
e at
the
top a
nd
bott
om
res
pec
tivel
y i
ncl
udin
g
pai
nti
ng e
tc.
all
com
ple
te.
SQ
M
50
78
920
P
rovid
ing a
nd
fix
ing r
oof
skyli
ght
stru
cture
for
atri
um
wit
h 6
mm
thic
k P
oly
carb
on
ate
shee
t m
ult
i (t
win
) w
all
fire
ret
ardan
t an
d u
ltra
vio
let
resi
stan
t w
ith s
eale
d o
pen
ed
ges
for
sky l
ight
for
appro
ved
shap
e li
ke
do
me,
p
yra
mid
al et
c. Jo
ints
ar
e pro
per
ly se
aled
w
ith
seal
ant,
sc
rew
s w
ith pvc
cap,
self
ta
ppin
g sc
rew
s, ep
dm
ru
bber
gas
ket
etc
all
com
ple
te a
s per
det
aile
d d
raw
ing a
nd
spec
ific
atio
n.
SQ
M
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
79
921
S
upply
ing,
inst
alli
ng
and
com
mis
sionin
g
of
self
sl
idin
g
mec
han
ism
(double
sh
utt
er)
incl
udin
g
photo
oper
ated
se
nso
rs,
fitt
ings,
moto
rs,
mec
han
ical
syst
ems,
ele
ctri
cal
syst
ems,
war
ranty
all
incl
usi
ve
in
work
ing
condit
ion
as
per
sp
ecif
icat
ions
and
dra
win
gs
(alu
min
um
and g
lazi
ng t
o b
e pai
d s
epar
atel
y u
nder
ser
ial
no. 68 &
74)
SQ
M
25
1000 B
RIC
KW
OR
K
B
rick
work
m
aso
nry
in
clu
din
g
all
la
bou
r,
mate
rial,
eq
uip
men
t,
tran
sport
ati
on
, h
an
dli
ng,
scaff
old
ing e
tc.
at
all
lev
els
as
per
spec
ific
ati
on
,
dra
win
gs
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
80
1001
P
rovid
ing
bri
ck
work
in
cem
ent
mort
ar
1:6
(1
par
t ce
men
t 6
par
ts
coar
se s
and)
in w
alls
, c
ham
ber
s e
tc.
in
thic
knes
s v
aryin
g
from
230m
m t
o
460m
m
at
all
dep
ths,
pla
ces
and p
osi
tions
bel
ow
pli
nth
in
cludin
g
rak
ing
out
jo
ints
, cu
ring,
sca
ffo
ldin
g e
tc.
com
ple
te ex
cludin
g pla
ster
ing
and pai
nti
ng.
a a
Usi
ng
fly a
sh l
ime
bri
cks
confi
rmin
g t
o I
S 1
2894 w
ith c
rush
ing
stre
ngth
of
75 k
g/c
m2
CU
M
50
b
b
Usi
ng
fly a
sh c
lay b
rick
s as
per
IS
13757
wit
h c
rush
ing s
tren
gth
of
75 k
g/c
m2 a
nd m
inim
um
per
centa
ge
of
fly a
sh 2
5%
C
UM
385
81
1002
P
rovid
ing
bri
ck
work
in
cem
ent
mort
ar
1:6
(1
cem
ent
6 c
oar
se
sand)
in w
alls
, ch
amber
s et
c.
in t
hic
knes
s 230m
m a
t al
l hei
ghts
,
pla
ces
and
posi
tion
ab
ove
pli
nth
in
cludin
g
rakin
g
out
join
ts,
curi
ng, sc
affo
ldin
g e
tc c
om
ple
te e
xcl
udin
g p
last
erin
g an
d p
ainti
ng.
a a
Usi
ng
fly a
sh l
ime
bri
cks
confi
rmin
g t
o I
S 1
2894 w
ith c
rush
ing
stre
ngth
of
75 k
g/c
m2
CU
M
500
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
b
b
Usi
ng
fly a
sh c
lay b
rick
s as
per
IS
13757
wit
h c
rush
ing s
tren
gth
of
75 k
g/c
m2 a
nd m
inim
um
per
centa
ge
of
fly a
sh 2
5%
C
UM
2,8
00
82
1002A
P
rovid
ing
bri
ck
work
in
cem
ent
mort
ar
1:6
(1
cem
ent
6 c
oar
se
sand)
in w
alls
, ch
amber
s et
c.
in t
hic
knes
s var
yin
g
from
230m
m t
o
350m
m
at
all
dep
ths
at a
ll h
eights
, pla
ces
and p
osi
tion ab
ove
pli
nth
incl
udin
g r
akin
g o
ut
join
ts,
curi
ng,
scaf
fold
ing e
tc c
om
ple
te
excl
udin
g p
last
erin
g an
d p
ainti
ng.
CU
M
a a
Usi
ng
fly a
sh l
ime
bri
cks
confi
rmin
g t
o I
S 1
2894 w
ith c
rush
ing
stre
ngth
of
75 k
g/c
m2
CU
M
50
b
b
Usi
ng
fly a
sh c
lay b
rick
s as
per
IS
13757
wit
h c
rush
ing s
tren
gth
of
75 k
g/c
m2 a
nd m
inim
um
per
centa
ge
of
fly a
sh 2
5%
C
UM
400
83
1003
P
rovid
ing
bri
ck
work
in
cem
ent
mort
ar
1:4
(1
cem
ent
4
coar
se s
and)
in p
art
itio
n w
all
s, c
ham
ber
s et
c. i
n t
hic
knes
s 115m
m
at a
ll h
eights
, pla
ces
and
posi
tion
above
or
bel
ow
pli
nth
/gra
ded
level
incl
udin
g p
rovid
ing t
wo n
os.
6 m
m d
iam
eter
MS
bar
s at
ever
y
thir
d l
ayer
, r
akin
g o
ut
join
ts,
curi
ng,
sca
ffold
ing e
tc c
om
ple
te
excl
udin
g
pla
ster
ing a
nd
pai
nti
ng a
s per
spec
ific
atio
n.(
Fre
e su
pply
MS
bar
)
a a
Usi
ng
fly a
sh l
ime
bri
cks
confi
rmin
g t
o I
S 1
2894 w
ith c
rush
ing
stre
ngth
of
75 k
g/c
m2
SQ
M
500
b
b
Usi
ng
fly a
sh c
lay b
rick
s as
per
IS
13757
wit
h c
rush
ing s
tren
gth
of
75 k
g/c
m2 a
nd m
inim
um
per
centa
ge
of
fly a
sh 2
5%
S
QM
1,6
00
84
1004
P
rovid
ing
bri
ck
soli
ng
incl
udin
g
spre
adin
g
of
eart
h,
ram
min
g,
wat
erin
g
incl
udin
g
25m
m
thic
k
cush
ion
of
sand
com
ple
te
but
excl
udin
g e
xca
vat
ion a
nd
dis
po
sal
of
surp
lus
eart
h (
exca
vat
ion
and d
ispo
sal
of
surp
lus
ear
th s
hal
l be
mea
sure
d u
nder
ap
pli
cable
item
). U
sin
g b
rick
on
ed
ge.
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
a a
Usi
ng
fly a
sh l
ime
bri
cks
confi
rmin
g t
o I
S 1
2894 w
ith c
rush
ing
stre
ngth
of
75 k
g/c
m2
SQ
M
30
b
b
Usi
ng
fly a
sh c
lay b
rick
s as
per
IS
13757
wit
h c
rush
ing s
tren
gth
of
75 k
g/c
m2 a
nd m
inim
um
per
centa
ge
of
fly a
sh 2
5%
S
QM
20
85
1005
P
rovid
ing b
rick
soli
ng
incl
udin
g
spre
adin
g
of
eart
h,
ram
min
g,
wat
erin
g
incl
udin
g
25m
m
thic
k c
ush
ion o
f sa
nd
com
ple
te b
ut
excl
udin
g e
xca
vat
ion a
nd
dis
po
sal
of
surp
lus
ear
th
(ex
cav
atio
n
and d
ispo
sal
of
surp
lus
eart
h s
hal
l be
mea
sure
d
under
appli
cable
item
.).-
Usi
ng f
lat
bri
cks.
a a
Usi
ng
fly a
sh l
ime
bri
cks
confi
rmin
g t
o I
S 1
2894 w
ith c
rush
ing
stre
ngth
of
75 k
g/c
m2
SQ
M
20
b
b
Usi
ng
fly a
sh c
lay b
rick
s as
per
IS
13757
wit
h c
rush
ing s
tren
gth
of
75 k
g/c
m2 a
nd m
inim
um
per
centa
ge
of
fly a
sh 2
5%
S
QM
100
86
1006
B
reak
ing
of
exis
ting b
rick
work
at
all
level
s in
cludin
g p
last
erin
g,
rem
ovin
g
the
rubbis
h
up
to
a dis
tance
of
500
m
incl
udin
g
tran
sport
atio
n,
load
ing,
unlo
adin
g e
tc.
all
com
ple
te a
s dir
ecte
d b
y
the
engin
eer.
CU
M
50
87
1007
P
rovid
ing
an
d
enca
sin
g
of
stru
ctura
l st
eel
m
ember
w
ith
maso
nary
work
aro
und
fla
nges
, w
ebs
etc.
an
d f
illi
ng
the
gap
bet
wee
n s
teel
an
d
mas
on
ry
by m
inim
um
12m
m t
hic
k m
ort
ar.
Enca
sed m
ember
shal
l be
wra
pped
wit
h c
hic
ken
wir
e m
esh w
ith
50m
m la
p e
tc. co
mple
te a
s per
spec
ific
atio
n.
CU
M
150
88
1008
P
rovid
ing
and l
ayin
g 7
5 m
m t
hic
k
bed
of
dry
bri
ck a
ggre
gate
incl
udin
g of
exca
vat
ion,
dis
po
sal
of
su
rplu
s ea
rth (w
ithin
pla
nt
boundar
y
wal
l)
sp
read
ing
of
eart
h,
ram
min
g,
wat
erin
g
et
c.
com
ple
te i
n a
ll r
espec
ts a
s d
irec
ted b
y t
he
engin
eer.
SQ
M
200
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
89
1009
M
ak
ing
op
enin
gs
in
exis
ting
bri
ck
wal
l
or
par
titi
on w
all
incl
udin
g
mak
ing
good
th
e
bro
ken
ed
ges
/surf
ace
wit
h
cem
ent
mort
ar e
tc.
com
ple
te.
CU
M
75
90
1010
S
upply
and p
laci
ng i
n p
osi
tion m
ild
ste
el w
ire
fab
ric
of
squar
e
mes
h 2
5 m
m s
ize
and w
ire
dia
met
er o
f 2 m
m f
or
enca
sin
g o
f st
eel
sect
ions
in
concr
ete
incl
udin
g
cutt
ing,
ben
din
g,
fix
ing
etc.
com
ple
te.
SQ
M
350
91
1011
F
illi
ng ex
isti
ng b
rick
w
all
/ p
art
itio
n w
all
op
enin
g at
al
l le
vel
incl
udin
g
mak
ing
good
th
e bro
ken
ed
ges
/surf
ace
wit
h
cem
ent
mort
ar,
pai
nti
ng,
finis
hin
g
to
mat
ch
wit
h
exis
ting
finis
hin
g,
scaf
fold
ing/s
upp
ort
ing a
t an
y l
evel
, re
moval
of
deb
ris
upto
a l
ead o
f
1 k
m i
ncl
udin
g l
oad
ing,
unlo
adin
g, tr
ansp
ort
atio
n e
tc. al
l co
mple
te.
SQ
M
150
92
1013
P
rovid
ing
Holl
ow
con
cre
te b
lock
s in
cem
ent
mort
ar
1:4
(1
par
t
cem
ent
6 p
arts
co
arse
san
d)
confi
rmin
g t
o (
IS:
2185 P
t-1)i
n w
alls
,
cham
ber
s e
tc.
in
thic
knes
s 2
00m
m
at
all
dep
ths,
pla
ces
and
posi
tions
bel
ow
/ab
ove
pli
nth
in
cludin
g
rak
ing
out
jo
ints
,
curi
ng,
sc
affo
ldin
g
etc.
co
mple
te
ex
cludin
g
pla
ster
ing
an
d
pai
nti
ng.
CU
M
20
93
1014
P
rovid
ing
Aer
ate
d c
on
cre
te b
lock
s in
cem
ent
mort
ar
1:4
(1
par
t
cem
ent
6 p
arts
co
arse
san
d)
confi
rmin
g t
o (
IS:
2185 P
t-1)i
n w
alls
,
cham
ber
s e
tc.
in
thic
knes
s 2
00m
m
at
all
dep
ths,
pla
ces
and
posi
tions
bel
ow
/ab
ove
pli
nth
in
cludin
g
rak
ing
out
jo
ints
,
curi
ng,
sc
affo
ldin
g
etc.
co
mple
te
ex
cludin
g
pla
ster
ing
an
d
pai
nti
ng.
CU
M
450
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
1100 D
AM
P P
RO
OF
CO
UR
SE
D
am
p
pro
of
cou
rse
incl
ud
ing
all
la
bou
r,
mate
rial,
eq
uip
men
t,
tran
sport
ati
on
, h
an
dli
ng,
shu
tter
ing
, ce
nte
rin
g,
curi
ng e
tc a
t an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
94
1101
P
rovid
ing
Da
mp
P
roo
f C
ou
rse
50m
m
thic
k
1:1
.5:3
co
ncr
ete
(10m
m
and
dow
n
gra
ded
ag
gre
gat
e)
wit
h
2%
of
appro
ved
adm
ixtu
re
of
wat
er p
roofi
ng c
om
pound a
ll c
om
ple
te.
Tw
o l
ayer
s
of
hot
bit
um
en c
oat
ing 8
5/2
5 g
rade
as p
er I
S:7
02 @
1.7
Kg./
sqm
shal
l b
e a
ppli
ed o
ne
bef
ore
& o
ne
afte
r th
e D
PC
.
SQ
M
1,0
00
1200 C
EM
EN
T M
OR
TA
R P
LA
ST
ER
C
em
ent
mo
rtar
pla
ster i
ncl
ud
ing m
ak
ing g
rooves
wh
ere
ever
req
uir
ed
incl
ud
ing a
ll l
ab
ou
r, m
ate
rial,
sca
ffold
ing,
curi
ng e
tc a
t an
y l
evel
as
per
spec
ific
ati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
95
1201
P
rovid
ing
18m
m
thic
k
pla
ster
in
tw
o
layer
s (1
2m
m+
6m
m)
ou
tsid
e th
e buil
din
g/b
ound
ary
wal
l in
ce
men
t m
ort
ar
1:6
on
wal
ls,
fin
ished
to
a s
moo
th f
inis
h i
ncl
udin
g p
rov
idin
g 3
mm
x3m
m
size
gro
oves
at
junct
ions
of
two d
issi
mil
ar m
ater
ials
all
com
ple
te.
SQ
M
8,5
00
96
1202
P
rovid
ing
12
mm
th
ick
pla
ster
in
sid
e th
e buil
din
g/b
oundar
y w
all
in c
emen
t m
orta
r 1:6
on
wal
ls f
inis
hed
to
a s
mooth
fin
ish a
s per
spec
ific
atio
n a
ll c
om
ple
te.
SQ
M
18,0
00
97
1203
P
rovid
ing
12
mm
th
ick
pla
ster
in c
emen
t m
ort
ar
1:6
on
wal
ls
wit
h r
ough f
inis
h a
ll c
om
ple
te.
SQ
M
2,5
00
98
1203A
P
rovid
ing
15
mm
th
ick
pla
ster
in c
emen
t m
orta
r 1:4
on
top
surf
ace
of
sloped
RC
C a
ll c
om
ple
te.
SQ
M
8,0
00
99
1203B
P
rovid
ing
20m
m t
hic
k p
last
er i
n c
emen
t m
ort
ar
1:4
over
top o
f
the
elas
tom
eric
m
embra
ne
on
roof
wit
h
chic
ken
w
ire
mes
h
all
com
ple
te.
SQ
M
8,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
100
1204
P
rovid
ing 6m
m th
ick
p
last
er on
ce
ilin
g in
ce
men
t m
ort
ar
1:4
finis
hed
to
a s
moo
th a
ll c
om
ple
te.
SQ
M
3,0
00
101
1205
P
rovid
ing
12
mm
th
ick
pla
ster
in
wall
s (i
n c
emen
t m
ort
ar
1:6
),
dra
ins/
culv
erts
w
ith
a pas
te
of
nea
t ce
men
t @
1kg/s
qm
an
d
rubbed
sm
ooth
wit
h t
row
el e
tc. al
l co
mple
te.
SQ
M
25
102
1206
P
rovid
ing a
nd
mak
ing d
eco
rati
ve
pla
ster
of
all
types
and d
esig
n
on w
alls
, ce
ilin
gs,
arc
s, c
olu
mns
wit
h v
ario
us
thic
knes
s upto
18
mm
incl
udin
g f
inis
hin
g a
ll c
om
ple
te.
S
QM
500
103
1207
F
orm
ing g
roove o
f unif
orm
siz
e fr
om
12X
12 m
m u
pto
20X
15 m
m
in p
last
ered
surf
ace
as p
er a
ppro
ved
pat
tern
, usi
ng w
ooden
bat
tens
nai
led t
o t
he
under
layer
, in
cludin
g re
moval
of
wooden
bat
tons,
repai
r of
the
edges
of
pla
ster
pan
el a
nd f
inis
hin
g t
he
gro
ove
etc.
com
ple
te
as
per
sp
ecif
icat
ion,
dra
win
g
and
the
inst
ruct
ions
of
engin
eer
in c
har
ge.
RM
200
104
1208
P
rovid
ing d
rip
coars
e o
n p
last
ered
surf
ace
at a
ll e
levat
ions
for
all
type
of
work
such
as
ch
ajja
s, p
arap
et,
pro
ject
ions
etc.
in
cludin
g
scaf
fold
ing,
finis
hin
g e
tc.
com
ple
te w
ith a
ll l
abour,
tools
and p
lants
as p
er s
pec
ific
atio
n, dra
win
g a
nd i
nst
ruct
ions
of
engin
eer
in c
har
ge.
RM
250
105
1209
P
rovid
ing a
nd
layin
g e
nca
sem
ent
to b
ox t
yp
e st
eel
bea
ms
at a
ll
level
s w
ith
lath
pla
ster
50
mm
nom
inal
th
icknes
s w
ith
cem
ent
pla
ster
(1
:4)
over
ch
icken
w
ire
m
esh
incl
udin
g
all
labour,
mat
eria
ls,
equip
men
t,
han
dli
ng,
tran
sport
ing,
mix
ing,
pla
cing,
level
ing,
curi
ng an
d c
lean
ing,
finis
hin
g t
he
expose
d s
urf
aces
et
c
incl
udin
g c
ente
rin
g a
nd s
hu
tter
ing a
ll c
om
ple
te a
s per
spec
ific
atio
n,
dra
win
g a
nd i
nst
ruct
ions
of
engin
eer
in c
har
ge.
SQ
M
2,5
00
106
1210
R
ule
d p
oin
tin
g i
n m
asonry
in C
M 1
:3 (
1 c
emen
t a
nd 3
fi
ne
sand)
incl
udin
g r
akin
g o
ut
join
ts, c
uri
ng e
tc. co
mple
te.
SQ
M
200
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
1300 F
INIS
HE
S T
O C
ON
CR
ET
E /
PL
AS
TE
RE
D S
UR
FA
CE
S
F
inis
hes
, p
ain
tin
g to
co
ncr
ete,
p
last
ere
d su
rface
s in
clu
din
g all
la
bou
r,
ma
teri
al,
eq
uip
men
t, s
urf
ace
pre
para
tion
, sc
aff
old
ing e
tc.
at
an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
107
1301
T
wo
or
more
co
ats
of
wh
ite
wash
/ co
lou
r w
ash
as
per
IS
627 o
f
appro
ved
bra
nd a
nd
man
ufa
cture
to
giv
e an
ev
en s
had
e in
cludin
g
a p
rim
ing c
oat
as
per
spec
ific
atio
ns.
S
QM
750
108
1302A
P
rovid
ing a
nd a
pply
ing t
wo o
r m
ore
coat
s of
Solv
ent
bas
ed (
100%
pure
Acry
lic
Co
- p
oly
mer
res
in b
ase
d)
for
exte
rior
use
wit
hout
any w
ater
se
nsi
tive
ingre
die
nts
in
cludin
g a
coat
of
pri
mer
over
dri
ed p
repar
ed p
last
er s
urf
ace
as p
er m
anufa
cture
r guid
elin
es.
The
final
fin
ished
co
atin
g s
hal
l be
fun
gus
resi
stan
t, U
V r
esis
tant,
and
wat
er r
esis
tant
as p
er s
pec
ific
atio
n.
SQ
M
6,0
00
109
1304
T
wo
or
more
co
ats
of
acr
yli
c d
iste
mp
er
as
per
IS
428
of
appro
ved
bra
nd
an
d
m
anufa
cture
to
giv
e an
ev
en
shad
e on
wal
l/ce
llin
g i
ncl
udin
g
a p
rim
ing c
oat
over
pre
par
ed p
last
er s
urf
ace
com
ple
te a
s per
man
ufa
cture
rs g
uid
elin
e.
SQ
M
15,0
00
110
1305
P
rovid
ing a
nd
apply
ing t
wo
or
more
coat
s o
f acr
yli
c em
uls
ion
pain
t as
per
IS
5411 o
f ap
pro
ved
bra
nd,
shad
e an
d
man
ufa
cture
to
giv
e sm
oo
th,
har
d,
du
rable
& g
loss
y f
inis
h o
ver
a c
oat
of
pri
mer
over
pre
par
ed p
last
er s
urf
ace
as p
er m
anufa
cture
rs g
uid
elin
e.
SQ
M
100
111
1305A
P
rovid
ing a
nd
apply
ing t
wo
or
more
coat
s of
low
VO
C (
vola
tile
org
an
ic c
om
pou
nd
) a
cryli
c em
uls
ion
pain
t as
per
IS
5411 o
f
appro
ved
bra
nd,
shad
e an
d
man
ufa
ctu
re t
o giv
e sm
oo
th,
har
d,
dura
ble
& g
loss
y f
inis
h o
ver
a c
oat
of
pri
mer
ov
er p
rep
ared
pla
ster
surf
ace
as p
er m
anufa
ctu
rers
guid
elin
e.
SQ
M
2,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 3
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
112
1306
P
rovid
ing
and
apply
ing
2
or
more
co
ats
of
aci
d/a
lkali
(ch
em
ical)
res
ista
nt
pain
t of
appro
ved
bra
nd a
nd c
olo
ur
to f
loors
,
wal
ls a
nd c
eili
ng i
ncl
udin
g p
repar
atio
n o
f su
rfac
e t
o r
ecei
ve
pai
nt,
pro
vid
ing
and
ap
ply
ing
bit
um
en
pri
mer
co
nfi
rmin
g
to
IS
158
com
ple
te al
l as
per
m
anufa
cture
r's
reco
mm
endat
ions
an
d as
appro
ved
by
engin
eer,
at
all
hei
ghts
above
or
bel
ow
gra
de
level
,
com
ple
te a
s per
spec
ific
atio
ns.
SQ
M
300
113
1307
P
rovid
ing a
nd
apply
ing t
wo
or
more
co
ats
of
fire
re
sist
an
t
tran
spare
nt
pain
t as
p
er IS
162
on al
l w
ood
work
over
fr
ench
poli
sh a
s per
IS
348 o
r fl
at o
il p
aint
as p
er I
S 1
37 o
f ap
pro
ved
gra
de
and
m
anufa
ctu
re
to
giv
e an
ev
en
shad
e
as
p
er
spec
ific
atio
ns.
SQ
M
300
114
1308
T
wo o
r m
ore
co
ats
of
bla
ck a
nti
-co
rrosi
ve
bit
um
ast
ic p
ainti
ng o
f
appro
ved
bra
nd a
nd m
anufa
cture
to g
ive
an e
ven
shad
e co
mple
te.
SQ
M
10
115
1309
T
wo
or
more
coat
s o
f sy
nth
etic
en
am
el p
ain
t o
f ap
pro
ved
m
ake
mad
e fr
om
sy
nth
etic
res
ins
and d
ryin
g o
il w
ith
ruti
le t
itan
ium
dio
xid
e an
d o
ther
sel
ecte
d
pig
men
ts
to g
ive
smo
oth
, har
d,
du
rable
& g
loss
y f
inis
h t
o al
l in
teri
or
and e
xte
rior
surf
aces
com
ple
te.
SQ
M
10
116
1310
P
rovid
ing a
nd a
pply
ing 3
co
ats
of
wat
er p
roo
f ce
men
t pai
nt
of
appro
ved
m
ake
and
colo
r on
exte
rior
surf
ace
at
all
hei
ghts
incl
udin
g m
ater
ial,
lab
ou
r, s
caff
old
ing,
curi
ng e
tc i
ncl
udin
g p
rim
er
coat
com
ple
te a
s p
er s
pec
ific
atio
n.
SQ
M
10
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
117
1311
P
rovid
ing
and
apply
ing
resi
n
bon
ded
gra
nu
lar
flak
e te
xtu
red
fin
ish
, fo
r ex
tern
al
ap
pli
cati
on
s sh
all
consi
st
of
crush
ed
stone/
quar
tz c
hip
s of
.5 m
m t
o 2
.5 m
m s
ize
and
of
appro
ved
nat
ura
l
colo
r/sh
ade
and
bond
ed
wit
h
synth
etic
re
sins,
ad
hes
ives
an
d
addit
ives
al
toget
her
in
a
single
p
ack m
ix,
appli
ed on cu
red an
d
dri
ed p
last
er s
urf
ace
wit
h a
dry
fil
m t
hic
knes
s o
f m
inim
um
2 m
m.
The
final
fi
nis
h
shal
l hav
e U
V
resi
stan
ce,
fungus,
bac
teri
al
resi
stan
ce p
roper
ties
al
l co
mple
te w
ith
gro
oves
fi
lled
w
ith
poly
sulf
ide
seal
ant
of
mat
chin
g
colo
r an
d
shad
e as
p
er
spec
ific
atio
n/d
raw
ing/a
ppro
val
of
engin
eer
in c
har
ge.
SQ
M
1,0
00
118
1311A
P
rovid
ing
and
apply
ing
resi
n
bon
ded
gra
nu
lar
flak
e te
xtu
red
fin
ish
, fo
r in
tern
al
ap
pli
cati
on
s sh
all
consi
st
of
crush
ed
stone/
quar
tz
chip
s of
1.2
m
m
size
an
d
of
appro
ved
nat
ura
l
colo
r/sh
ade
and
bond
ed
wit
h
synth
etic
re
sins,
ad
hes
ives
an
d
addit
ives
al
toget
her
in
a
single
p
ack m
ix,
appli
ed on cu
red an
d
dri
ed p
last
er s
urf
ace
. T
he
final
fin
ish s
hal
l hav
e U
V r
esis
tan
ce,
fungus,
bac
teri
al re
sist
ance
pro
per
ties
al
l co
mp
lete
w
ith gro
oves
fill
ed w
ith p
oly
sulf
ide
seal
ant
of
mat
chin
g c
olo
r an
d s
had
e as
per
spec
ific
atio
n/d
raw
ing/a
ppro
val
of
engin
eer
in c
har
ge.
SQ
M
500
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
119
1311B
P
rovid
ing a
nd a
pply
ing w
ashed
sto
ne
gri
t p
last
er i
n t
wo l
ayer
s,
under
layer
12m
m c
emen
t pla
ster
1:4
(1 C
emen
t,4 S
and)
furr
ow
ing
the
under
layer
wit
h s
crat
chin
g t
ool,
apply
ing g
rey c
emen
t sl
urr
y o
n
the
under
layer
@ 2
kg/m
2,
top l
ayer
75m
m w
ith c
emen
t pla
ster
1:
1/2
:2 (
1 c
emen
t, 1
/2 s
and,
2 m
arble
chip
s 10 m
m n
orm
al s
ize)
in
pan
el w
ith gro
ov
e al
l ar
ound as
p
er ap
pro
ved
pat
tern
in
cludin
g
scru
bbin
g ,f
orm
ing gro
oves
of
unif
orm
si
ze 12m
mx
12m
m up to
20m
mx
15m
m i
n p
last
ered
surf
ace
as p
er a
ppro
ved
pat
tern
usi
ng
wooden
bat
ten
etc,
co
mple
te
as
per
sp
ecif
icat
ion
incl
udin
g
appro
vin
g o
f fi
nis
h f
loor
to s
tart
of
work
. T
he
finis
h s
hal
l be
fungus
resi
stan
t,
UV
re
sist
ant,
W
ater
re
pel
lant,
al
kal
i re
sist
ant,
an
d
extr
emel
y d
ura
ble
.
SQ
M
200
120
1311E
P
rovid
ing a
nd a
pply
ing lo
w V
OC
(v
ola
tile
org
an
ic co
mp
ou
nd
)
resi
n b
on
ded
gra
nu
lar
textu
red
fin
ish
, fo
r ex
tern
al
ap
pli
cati
on
s sh
all
consi
st o
f cr
ush
ed s
tone/
quar
tz c
hip
s of
.5 m
m t
o 2
.5 m
m s
ize
and
of
appro
ved
n
atura
l co
lor/
shad
e an
d
bond
ed
wit
h
synth
etic
resi
ns,
ad
hes
ives
an
d ad
dit
ives
al
toget
her
in
a
single
pac
k m
ix,
appli
ed o
n c
ure
d a
nd d
ried
pla
ster
surf
ace
wit
h a
dry
fil
m t
hic
knes
s
of
min
imum
2
mm
. T
he
final
fi
nis
h
shal
l h
ave
UV
re
sist
ance
,
fungus,
bac
teri
al re
sist
ance
pro
per
ties
al
l co
mp
lete
w
ith gro
oves
fill
ed w
ith p
oly
sulf
ide
seal
ant
of
mat
chin
g c
olo
r an
d s
had
e as
per
spec
ific
atio
n/d
raw
ing/a
ppro
val
of
engin
eer
in c
har
ge.
SQ
M
2,0
00
121
1312
P
rovid
ing
and
apply
ing
2 m
m t
hic
k p
last
er o
f p
ari
s p
un
nin
g o
n
wall
s,
ceil
ing
incl
udin
g
pre
par
atio
n
of
surf
ace,
st
agin
g,
etc.
to
achie
ve
a sm
oo
th e
ven
surf
ace
all
com
ple
te a
s per
spec
ific
atio
n a
nd
as d
irec
ted b
y E
ngin
eer.
SQ
M
10,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
122
1313
P
rovid
ing a
nd a
pply
ing r
ead
y m
ade
Ep
oxy P
ain
t over
are
as o
ther
than
ste
el s
truct
ure
wit
h s
uit
able
pig
men
ts o
f ap
pro
ved
shad
e as
per
spec
ific
atio
n a
nd d
irec
tio
n o
f E
ngin
eer.
The
epo
xy p
aint
shal
l be
a
two p
ack m
ater
ial
and s
hal
l be
resi
stan
t to
wat
er,
spla
sh,
spil
lage
&
acid
ic e
nvir
onm
ent.
The
epox
y p
aint
coat
ing s
hal
l be
of
150m
icro
n
thic
knes
s over
epox
y p
rim
er.
SQ
M
500
1400 F
LO
OR
ING
AN
D S
KIR
TIN
G
F
loori
ng a
nd
sk
irti
ng a
t an
y l
evel
in
clu
din
g b
ase
layer
, la
bou
r, m
ate
rial,
equ
ipm
ents
, tr
an
sport
ati
on
, h
an
dli
ng,
curi
ng,
poli
shin
g e
tc.
at
an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
123
1401
P
rovid
ing a
nd l
ayin
g
50 m
m t
hic
k h
eavy d
uty
cem
ent
con
cret
e in
floori
ng w
ith m
etall
ic h
ard
ener
pig
men
ted
top
pin
g 1
2m
m t
hic
k
unif
orm
gra
ded
tre
ated
iro
n p
arti
cles
in f
loori
ng
. U
nder
la
yer
of
38m
m t
hic
k c
emen
t co
ncr
ete
mix
1:2
:4 (
1 c
emen
t: 2
san
d :
4 s
tone
aggre
gat
es
12.5
mm
w
ell
gra
ded
) an
d
top
layer
of
12m
m
thic
k
met
alli
c co
ncr
ete
of
mix
1:2
(1
cem
ent
har
den
er
mix
w
ith
appro
ved
qual
ity m
etal
lic
har
den
ing c
om
pound :
2 s
tone
aggre
gat
e
6m
m n
om
inal
siz
e) b
y v
olu
me
incl
udin
g
cem
ent
slurr
y,
roundin
g
off
ed
ges
, al
um
inum
str
ips
etc.
all
com
ple
te f
or
foll
ow
ing (
Quote
d
item
rat
e sh
all
be
incl
usi
ve
of
pro
vid
ing g
lass
join
t st
rips)
:
SQ
M
20,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
124
1401A
P
rovid
ing a
nd l
ayin
g
50 m
m t
hic
k h
eavy d
uty
cem
ent
con
cret
e in
floori
ng
wit
h
non
-met
all
ic
hard
ener
to
pp
ing
12m
m
thic
k
in
floori
ng.
Under
la
yer
o
f 3
8m
m t
hic
k c
emen
t co
ncr
ete
mix
1:2
:4
(1 c
emen
t: 2
san
d :
4 s
tone
aggre
gat
es 1
2.5
mm
wel
l gra
ded
) an
d
top l
ayer
of
12m
m t
hic
k m
etal
lic
concr
ete
of
mix
1:2
(1
cem
ent
har
den
er
mix
:2
stone
aggre
gat
e 6m
m
nom
inal
si
ze)
by
volu
me
incl
udin
g
cem
ent
slurr
y,
roundin
g o
ff
edges
, al
um
inum
str
ips
etc.
all
com
ple
te f
or
foll
ow
ing (
Quote
d i
tem
rat
e sh
all
be
incl
usi
ve
of
pro
vid
ing g
lass
join
t st
rips)
:
SQ
M
3,0
00
125
1402
P
rovid
ing a
nd l
ayin
g 2
5 m
m t
hic
k h
eavy d
uty
cem
ent
con
crete
mix
1:2
:4 (
1 c
em
ent:
2 s
an
d :
4 s
ton
e aggre
gate
s )
floori
ng
wit
h
met
alli
c har
den
er
pig
men
ted
toppin
g
of
10
mm
th
ick
unif
orm
gra
ded
tre
ated
iro
n p
arti
cles
in
sk
irti
ng a
nd
dad
o c
om
ple
te a
s p
er
spec
ific
atio
n.
SQ
M
1,0
00
126
1404
P
rovid
ing a
nd l
ayin
g i
nte
rlock
ing M
35 G
rad
e con
cret
e b
lock
s in
pav
ing w
ith
appro
ved
co
lou
r an
d p
atte
rn a
nd s
ho
uld
be
laid
on
the
sub b
ase
and b
eddin
g a
s per
spec
ific
atio
ns
and r
ecom
men
dat
ions
of
man
ufa
cture
r.
a a
60m
m
SQ
M
500
b
b
75m
m
SQ
M
50
127
1410
M
arb
le s
ton
e F
loori
ng l
aid
in
50m
m o
vera
ll t
hic
kn
ess
wit
h 1
8-
20m
m t
hic
k m
arble
sla
bs
(gra
de
-1)
wit
h m
inim
um
30m
m t
hic
k
under
bed
of
1 c
emen
t :
2 s
and :
4 s
tone
aggre
gat
e b
y v
olu
me
and
bro
ught
to
pro
per
le
vel
. T
he
mar
ble
sla
bs/
tile
s l
aid
ov
er
under
bed
wit
h m
ort
ar 1
:3,
pre
ssed
an
d t
apped
dow
n
wit
h
wooden
mal
let
to
the
pro
per
lev
el,
lift
ed a
nd p
ress
ed a
gai
n w
ith t
hic
k
cem
ent
slurr
y
spre
ad
over
the
surf
ace
wit
h
fine
join
t fi
nis
hed
SQ
M
1,5
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
incl
udin
g
pig
men
ts,
curi
ng,
gri
ndin
g,
gra
nit
e poli
shin
g e
tc.
all
com
ple
te.
128
1410A
M
arb
le s
ton
e 5
0m
m o
ver
all
th
ick
nes
s fo
r sk
irt/
dad
o
wit
h 1
8-
20m
m
thic
k
mar
ble
(gra
de
-1)
wit
h
min
imum
6m
m
thic
k
pro
ject
ion f
rom
adja
cent
pla
ster
.T
he
mar
ble
sla
bs/
tile
s l
aid
over
wal
l w
ith m
ort
ar 1
:3,
pre
ssed
an
d t
apped
dow
n
wit
h
wooden
mal
let
to
the
pro
per
lev
el,
lift
ed a
nd p
ress
ed a
gai
n w
ith t
hic
k
cem
ent
slurr
y
spre
ad
over
the
surf
ace
wit
h
fine
join
t fi
nis
hed
incl
udin
g
pig
men
ts,
curi
ng,
gri
ndin
g,
gra
nit
e poli
shin
g e
tc.
all
com
ple
te.
SQ
M
400
129
1412
P
rovid
ing a
nd l
ayin
g 1
8-2
0m
m t
hic
k p
oli
shed
Gra
nit
e st
on
e o
f
appro
ved
colo
r an
d t
extu
re i
n f
loo
ring w
ith b
rass
/ st
ainle
ss s
teel
stri
ps.
U
nder
bed
shal
l a
ver
age
30m
m t
hk o
f 1
cem
ent
: 2 s
and :
4
stone
aggre
gat
e b
y v
olu
me
and
bro
ught
to
pro
per
le
vel
.
The
gra
nit
e s
ton
e sl
abs/
tile
s l
aid over
under
bed
, p
ress
ed an
d t
apped
dow
n
wit
h
wooden
mal
let
to
the
pro
per
lev
el,
lift
ed a
nd p
ress
ed
agai
n w
ith t
hic
k
cem
ent
slurr
y
spre
ad
over
the
surf
ace
wit
h
fine
join
t fi
nis
hed
incl
udin
g
pig
men
ts,
cu
ring,
gri
ndin
g,
gra
nit
e
poli
shin
g e
tc. al
l co
mple
te.
SQ
M
1,0
00
130
1412A
P
rovid
ing a
nd
layin
g 1
8-2
0m
m t
hic
k s
hot
bla
sted
Gra
nit
e st
on
e i
n
floori
ng
of
app
roved
co
lor
and
tex
ture
in
fl
oori
ng
wit
h
bra
ss/
stai
nle
ss s
teel
str
ips.
U
nder
bed
sh
all
aver
age
30m
m t
hk o
f 1
cem
ent
: 2 s
and :
4 s
tone
aggre
gat
e b
y v
olu
me
and
bro
ught
to
pro
per
le
vel
.
The
gra
nit
e s
tone
slab
s/ti
les
lai
d
over
under
bed
,
pre
ssed
an
d t
apped
dow
n
wit
h
wooden
mal
let
to
the
pro
per
level
, li
fted
and p
ress
ed a
gai
n w
ith t
hic
k
cem
ent
slurr
y
spre
ad
over
the
surf
ace
wit
h
fine
join
t fi
nis
hed
in
cludin
g
pig
men
ts,
SQ
M
600
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
curi
ng, g
rindin
g,
gra
nit
e poli
shin
g e
tc. al
l co
mple
te.
131
1413A
P
rovid
ing a
nd
fix
ing,
Sto
ne
work
for
wall
lin
ing
(Ven
eer
wo
rk)
wit
h
Bla
ck
poli
shed
gra
nit
e st
on
e sl
ab
18m
m
thk,
poli
shed
sadar
hal
ly
gre
y
gra
nit
e sl
ab
18m
m
thk
over
2
0m
m
thk
bed
of
cem
ent
mort
ar 1:3
(1
ce
men
t, 3 sa
nd)
an
d jo
inte
d w
ith
gra
y
cem
ent
slurr
y @
3.3
kg/m
2
incl
udin
g ru
bbin
g,
poli
shin
g et
c, al
l
com
ple
te a
s per
spec
ific
atio
n.
SQ
M
100
132
1414
P
rovid
ing an
d la
yin
g p
oli
shed
G
ran
ite
ston
e
18-2
0m
m th
k
in
skir
tin
g an
d d
ad
o w
ith
6
mm
th
ick
p
roje
ctio
n fr
om
ad
jace
nt
pla
ster
in
cludin
g
m
ort
ar
,cem
ent
slurr
y
,pig
men
ts,
cu
ring,
gri
ndin
g, m
ould
ing,
gra
nit
e poli
shin
g e
tc. al
l co
mple
te.
SQ
M
1,0
00
133
1414A
P
rovid
ing a
nd l
ayin
g s
hot
bla
sted
Gra
nit
e st
on
e 1
8-2
0m
m t
hk
in
skir
tin
g an
d d
ad
o w
ith
6
mm
th
ick
p
roje
ctio
n fr
om
ad
jace
nt
pla
ster
in
cludin
g
m
ort
ar
,cem
ent
slurr
y
,pig
men
ts,
cu
ring,
gri
ndin
g, m
ould
ing,
gra
nit
e poli
shin
g e
tc. al
l co
mple
te.
SQ
M
1,0
00
134
1416
P
rovid
ing a
nd
layin
g v
itri
fied
cer
am
ic t
iles
of
poli
shed
vari
ety
of
size
600x
600
from
re
pute
d
/ ap
pro
ved
m
anufa
cture
r,
com
ple
te
incl
udin
g u
nder
bed
of
cem
ent
mort
ar 1
:3
wit
h n
eat
cem
ent
slurr
y
etc.
all
com
ple
te f
or
foll
ow
ing
a b
10m
m t
hic
k t
iles
In f
loori
ng
SQ
M
700
b
c 7m
m t
hic
k t
iles
In s
kir
ting a
nd d
ado u
pto
spec
ific
hei
ght
SQ
M
10
c d
10m
m t
hic
k t
iles
In s
kir
ting a
nd d
ado u
pto
spec
ific
hei
ght
SQ
M
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
135
1417
P
rovid
ing a
nd l
ayin
g v
itri
fied
cer
am
ic t
iles
of
ma
tt f
inis
h o
f si
ze
600x
600m
m f
rom
rep
ute
d /
appro
ved
man
ufa
cture
r in
cludin
g u
nd
er
bed
of
cem
ent
mort
ar 1
:3
wit
h n
eat
cem
ent
slurr
y e
tc.
all
com
ple
te
for
foll
ow
ing.
a b
10m
m t
hic
k t
iles
In f
loori
ng
SQ
M
100
b
c 7m
m t
hic
k t
iles
In s
kir
ting a
nd d
ado u
pto
spec
ific
hei
ght
SQ
M
10
c d
10m
m t
hic
k t
iles
In s
kir
ting a
nd d
ado u
pto
spec
ific
hei
ght
SQ
M
50
136
1419
P
rovid
ing a
nd l
ayin
g g
ran
ite
ston
e sl
ab
of
20m
m t
hic
knes
s si
ngle
pie
ce f
or
was
h b
asin
/ s
ink s
lab /
faci
a of
bla
ck o
r ap
pro
ved
colo
ur
wit
h
cutt
ing,
mak
ing
corn
ers,
m
ould
ing
and
open
ing
etc.
al
l
com
ple
te.
SQ
M
50
137
1420B
P
rovid
ing an
d la
yin
g H
eav
y D
uty
d
ust
p
ress
ed C
era
mic
T
iles
(Gra
de
5)
of
of
size
300x
300
of
repute
d
man
ufa
cture
r
of
appro
ved
fi
nis
h sh
ade
and co
lour
incl
udin
g under
bed
of
cem
ent
mort
ar 1
:3 w
ith n
eat
cem
ent
slurr
y e
tc. al
l co
mp
lete
.
a b
10m
m t
hic
k t
iles
In f
loori
ng
SQ
M
350
b
c 7m
m t
hic
k t
iles
In s
kir
ting a
nd d
ado u
pto
spec
ific
hei
ght
SQ
M
10
c d
10m
m t
hic
k t
iles
In s
kir
ting a
nd d
ado u
pto
spec
ific
hei
ght
SQ
M
30
138
1422A
P
rovid
ing a
nd f
ixin
g A
cid
/Alk
ali
res
ista
nt
(Ch
em
ical
resi
stan
t)
38 m
m t
hk
bri
cks
confi
rmin
g t
o I
S:
4860 i
n f
loori
ng,
Dad
o
laid
over
bit
um
en
pri
mer
co
nfi
rmin
g
IS:
158,
bit
um
esti
c li
nin
g
of
min
imum
12 m
m t
hk (
to b
e la
id i
n l
ayer
of
6m
m e
ach)
confi
rmin
g
to I
S :
9510 a
nd 6
mm
thk p
ota
ssiu
m s
ilic
ate
bed
din
g m
ort
ar a
s
per
IS
: 4
832 a
nd p
oin
ting j
oin
ts o
f 20m
m d
eep
x6m
m w
ide
wit
h
epox
y/F
ura
ne
mort
ar
incl
udin
g
curi
ng
etc,
co
mple
te
as
per
spec
ific
atio
n
SQ
M
350
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
139
1422B
E
xtr
a over
It
em
No
142
2A
, fo
r pro
vid
ing
dia
mon
d
pate
rn
exp
an
ded
met
al
steel
sh
eet
con
firm
ing t
o I
S:
412 i
n b
etw
een
two
bit
um
asti
c li
nin
g f
or
dad
o m
ore
than
2m
hei
ght
SQ
M
100
140
1422C
P
rovid
ing a
nd f
ixin
g A
cid
/Alk
aly
res
ista
nt
(ch
em
ical
resi
stan
t)
75 m
m t
hk
bri
cks
confi
rmin
g t
o I
S:
4860 i
n f
loori
ng,
Dad
o
laid
over
bit
um
en p
rim
er co
nfi
rmin
g IS
: 158
,
Bit
um
asti
c li
nin
g o
f
min
imum
18m
m t
hk (
To b
e la
id i
n l
ayer
of
9m
m e
ach )
confi
rmin
g
to I
S:
9510,
6m
m t
hk p
ota
ssiu
m s
ilic
ate
bed
din
g m
ort
ar a
s p
er I
S:
4832
and
poin
ting
join
t of
20m
m
dee
px
6m
m
wid
e w
ith
epox
y/f
ura
ne
mort
ar i
ncl
udin
g c
uri
ng e
tc a
ll c
om
ple
te.
SQ
M
50
141
1422E
P
rovid
ing a
nd
apply
ing o
il r
esis
tan
t ep
oxy r
esin
on f
loor/
dad
o o
f
appro
ved
man
ufa
cture
r, o
ver
epox
y p
rim
er e
tc a
ll c
om
ple
te a
s per
spec
ific
atio
n.
The
epox
y
floor
thic
kn
ess
shal
l be
150
mic
ron
thic
knes
s over
epox
y p
rim
er.
SQ
M
2,0
00
142
1425A
P
rovid
ing
and
layin
g
poli
shed
M
arb
le
slab
s (A
ran
ga
whit
e or
equiv
alen
t ap
pro
ved
sh
ade/
colo
r /d
esig
n)
18
to
20
mm
th
k
in
stair
case
lan
din
g/s
kir
tin
g a
nd
corr
idors
over
min
imum
18 m
m
thic
k u
nder
bed
of
1 c
emen
t :
2 s
and :
4 s
tone
aggre
gat
es b
y v
olu
me
mix
ed w
ith su
ffic
ient
wat
er to
fo
rm a
stif
f w
ork
able
m
ass.
T
he
mar
ble
sla
bs
shal
l be
laid
over
under
-bed
, p
ress
ed
and t
apped
dow
n
wit
h
wooden
mal
let
to
the
pro
per
lev
el,
lift
ed a
nd p
ress
ed
agai
n w
ith t
hic
k
cem
ent
slurr
y
spre
ad
over
the
surf
ace
wit
h
fine
join
t fi
nis
hed
in
cludin
g m
ould
ed m
arbel
nosi
ng,
pig
men
ts,
curi
ng,
gri
ndin
g, m
akin
g c
orn
ers,
gra
nit
e poli
shin
g e
tc. co
mple
te.
SQ
M
500
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
143
1426A
P
rovid
ing an
d la
yin
g m
arb
le sk
irti
ng /d
ad
o (A
ran
ga w
hit
e or
ap
pro
ved
sh
ad
e/co
lor
/des
ign
) eq
uiv
ale
nt
of
min
imu
m 18
mm
thic
kn
ess
pro
ject
ing
6m
m
from
ad
jace
nt
pla
ster
al
l co
mple
te
incl
udin
g
under
bed
ce
men
t m
ort
ar
1:3
, sc
affo
ldin
g
etc.
al
l
com
ple
te.
SQ
M
400
144
1428
P
rovid
ing
and
layin
g
2m
m
thic
k
an
tist
ati
c P
VC
fl
oorin
g
/
skir
tin
g
of
appro
ved
sh
ade,
as
per
IS
:3462
and
layin
g
as
per
IS:5
318 a
ll c
om
ple
te.
SQ
M
100
145
1429
P
rovid
ing a
nd f
ixin
g r
em
ovab
le t
yp
e fl
oori
ng s
yst
em
consi
stin
g
of
fire
re
sist
an
t p
art
icle
b
oard
of
size
600X
600X
35 m
m w
ith
0.0
5 m
m t
hic
k a
lum
inum
fo
il l
inin
g a
t bott
om
and w
ith 2
mm
thic
k
anti
st
atic
P
VC
to
ppin
g
incl
udin
g
pro
pri
etar
y
floor
support
ing
syst
em c
om
ple
te a
s per
spec
ific
atio
n.
SQ
M
100
146
1430
P
rovid
ing
and
fi
xin
g
div
idin
g
stri
ps
in
join
ts
of
cast
in
si
tu
floori
ngs
at v
ario
us
elev
atio
ns,
fin
ishin
g,
all
labour,
mat
eria
l et
c.
com
ple
te a
s per
dra
win
g,
spec
ific
atio
n a
nd i
nst
ruct
ions
of
engin
eer
in c
har
ge.
a a
Gla
ss s
trip
s 40 m
m w
ide
and
min
imum
6 m
m t
hic
k.
RM
500
b
b
Alu
min
um
str
ips
40 m
m w
ide
and m
inim
um
3 m
m t
hic
k
RM
350
c c
Bra
ss s
trip
s 20 m
m w
ide
and m
inim
um
4 m
m t
hic
k.
RM
20
147
1433
P
rovid
ing a
nd l
ayin
g o
f (m
inim
um
2 m
m)
thic
k r
ubber
flo
ori
ng a
s
per
IS
: 809
over
rou
gh/f
inis
h c
oncr
ete
surf
ace
wit
h p
roper
join
ting
and s
eali
ng/c
utt
ing e
tc a
ll c
om
ple
te a
s per
sp
ecif
icat
ion
SQ
M
250
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 4
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
1500 R
OO
FIN
G/
SID
E C
LA
DIN
G
R
oofi
ng /
sid
e cl
ad
din
g w
ork
in
clu
din
g a
ll l
ab
ou
r, m
ate
rial,
eq
uip
men
t,
tran
sport
ati
on
, h
an
dli
ng,
scaff
old
ing,
lap
s, h
ook
s, w
ash
ers,
corn
er p
iece
s
etc.
at
an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irect
ed b
y e
ngin
eer
- in
- c
harg
e.
148
1501
D
esig
nin
g,
pro
vid
ing
an
d
fixin
g
per
man
entl
y
colo
r co
ate
d
Galv
an
ised
MS
tro
ugh
ed m
etal
shee
t d
eck
ing p
late
(zi
nc
coat
ed
to c
lass
des
ignat
ion a
s Z
275
) of
appro
ved
colo
ur
over
roof
purl
ins
for
cast
-in
-sit
u r
oof
slab
/ fl
oor
slab
as
per
rel
evan
t IS
co
de
and
Gra
de
as per
sp
ecif
icat
ion.
Bar
e m
etal
th
ickn
ess(
BM
T)
of
dec
k
pla
te s
hal
l be
min
imum
0.8
mm
wit
h m
inim
um
tro
ugh
dep
th o
f
44 m
m h
avin
g m
inim
um
yie
ld s
tren
gth
of
250
MP
a O
R 0
.6m
m
thic
k h
avin
g y
ield
str
ength
350M
Pa a
s ap
pro
ved
by c
ust
om
er
du
rin
g d
etail
En
gin
eeri
ng a
nd s
hal
l se
rve
as p
erm
anen
t sh
utt
erin
g
to t
he
roof
slab
over
cre
st o
f m
etal
dec
kin
g &
sh
all
hav
e ad
equ
ate
stre
ngth
to s
upport
min
L
ive
load
150 k
g/s
qm
over
an
d ab
ove
gre
en co
ncre
te d
uri
ng co
nst
ruct
ion
(f
or
two sp
an
co
nd
itio
n)
bet
wee
n
purl
ins
as
per
m
anufa
cture
r's
reco
mm
end
atio
ns/
calc
ula
tions/
tes
t ce
rtif
icat
es f
or
appro
val
incl
udin
g f
ixin
g o
f pla
tes
to p
url
ins,
sid
e la
ppin
g,
end l
appin
g e
tc.
all
com
ple
te f
or
bel
ow
men
tioned
span
s. T
he
shee
t sh
all
be
per
man
entl
y c
oat
ed w
ith
tota
l
coat
ing
thic
knes
s of
35
m
icro
ns
(nom
inal
D
FT
) co
mpri
sin
g
of
sili
con m
odif
ied p
oly
este
r(S
MP
sil
icon c
onte
nt
min
. 30%
) pai
nt
or
super
poly
este
r pai
nt
of
20 m
icro
n (
nom
inal)
DF
T o
n e
xpose
d
surf
ace
(fac
ing o
per
atin
g f
loor)
on 5
mic
ron
(n
om
inal)
pri
mer
co
at
and
5
mic
ron
(nom
inal
) S
MP
or
super
poly
este
r pai
nt
over
5
mic
ron (n
om
inal
) pri
mer
co
at on oth
er fa
ce.
incl
udin
g fi
xin
g of
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
shee
t to
purl
in w
ith s
elf
dri
llin
g s
pec
ial
coat
ed fa
sten
ers
@ 3
90
mm
c/c
confi
rmin
g t
o c
orr
osi
on r
esis
tant
clas
s 3 a
s per
AS
:3366 a
nd
test
ed t
o 1
000 h
rs s
alt
spra
y t
est
and s
pec
ial
coat
ed s
tich
scr
ews
bet
wee
n
two
adja
cent
shee
ts
and
seal
ing
wit
h
epox
y
seal
ant.
Mea
sure
men
t o
f pro
file
shee
ting s
hal
l be
of
the
pla
n a
rea
of
roo
f
cover
ed b
y M
S tr
ough m
etal
dec
kin
g.
The
SM
P an
d poly
este
r
pai
nt
shal
l co
nfi
rm
to p
roduct
typ
e 4 a
s per
AS
/NZ
S 2
728.
All
com
ple
te a
s per
spec
ific
atio
n
a a
Span
Upto
1800m
m
i i
100m
m t
hic
k e
xcl
udin
g t
rough d
epth
S
QM
100
ii
ii
150m
m t
hic
k e
xcl
udin
g t
rough d
epth
S
QM
20,0
00
b
b
Span
Ex
ceed
ing 1
800m
m a
nd u
pto
2500 m
m o
f 100m
m t
hic
k o
ver
crust
i i
100m
m t
hic
k e
xcl
udin
g t
rough d
epth
S
QM
50
ii
ii
150m
m t
hic
k e
xcl
udin
g t
rough d
epth
S
QM
4,5
00
149
1503B
D
esig
nin
g,
pro
vid
ing
an
d
fixin
g
per
man
entl
y
colo
r co
ate
d
Galv
an
ised
MS
tro
ugh
ed m
etal
shee
t ro
ofi
ng a
nd
sid
e cl
ad
din
g
of
appro
ved
colo
ur
over
ro
of
purl
ins
as p
er r
elev
ant
IS c
ode
and
Gra
de
as per
sp
ecif
icat
ion.
Bar
e m
etal
th
ickn
ess(
BM
T)
of
dec
k
pla
te s
hal
l be
min
imum
0.6
mm
wit
h m
inim
um
tro
ugh
dep
th o
f
44 m
m h
avin
g m
inim
um
yie
ld s
tren
gth
of
250 M
Pa
(zi
nc
coate
d
to c
lass
des
ign
ati
on
as
Z2
75)
OR
Bar
e m
etal
thic
knes
s (B
MT
)
0.5
mm
of
min
imu
m yie
ld st
ren
gth
350 M
Pa
(z
inc
coate
d to
class
des
ign
ati
on
as
AZ
150)
of
app
roved
colo
ur
over
roof
purl
ins
for
cast
-in-s
itu r
oof
slab
as
per
rel
evan
t IS
cod
e an
d s
pec
ific
atio
n
and a
s ap
pro
ved
by c
ust
om
er d
uri
ng d
etai
l E
ngin
eeri
ng s
hal
l se
rve
as p
erm
anen
t sh
utt
erin
g t
o t
he
roo
f sl
ab o
ver
cre
st o
f m
etal
dec
kin
g
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
& s
hal
l hav
e ad
equat
e st
ren
gth
to s
upport
Min
Liv
e L
oad
load
s of
150 k
g/s
qm
(fo
r tw
o s
pan
con
dit
ion
) duri
ng c
onst
ruct
ion b
etw
een
purl
ins
as p
er m
anu
fact
ure
r's
reco
mm
endat
ions/
cal
cula
tions/
tes
t
cert
ific
ates
for
appro
val
incl
udin
g f
ixin
g o
f pla
tes
to p
url
ins,
sid
e
lappin
g,
end l
appin
g e
tc.
all
com
ple
te f
or
bel
ow
men
tioned
span
s.
The
shee
t sh
all
be
per
man
entl
y c
oat
ed w
ith
tota
l co
atin
g t
hic
knes
s
of
35
mic
rons
(nom
inal
) co
mpri
sing
of
sili
con
modif
ied
poly
ster
(SM
P si
lico
n co
nte
nt
min
. 30%
) pai
nt
or
super
poly
ster
pai
nt
of
20 m
icro
n (
nom
inal)
DF
T o
n e
xpose
d s
urf
ace
(fac
ing
oper
atin
g f
loor)
on
5 m
icro
n (
no
min
al)
pri
mer
coat
and 5
mic
ron
(nom
inal
) S
MP
or
super
po
lyes
ter
pai
nt
over
5 m
icro
n (
nom
inal
)
pri
mer
coat
on o
ther
fac
e. i
ncl
udin
g f
ixin
g o
f sh
eet
to p
url
in w
ith
self
dri
llin
g s
pec
ial
coat
ed f
aste
ner
s @
390 m
mc/
c co
nfi
rmin
g t
o
corr
osi
on r
esis
tant
clas
s 3 a
s p
er A
S:3
366 a
nd t
este
d t
o 1
000
hrs
salt
sp
ray
test
an
d
spec
ial
coat
ed
stic
h
scre
ws
bet
wee
n
two
adja
cent
shee
ts an
d se
alin
g w
ith ep
ox
y se
alan
t. M
easu
rem
ent
of
pro
file
shee
ting s
hal
l be
of
the
pla
n a
rea
of
roo
f co
ver
ed b
y M
S
trough m
etal
dec
kin
g.
The
SM
P a
nd p
oly
este
r p
aint
shal
l co
nfi
rm
to
pro
duct
ty
pe
4
as
per
A
S/N
ZS
2728.
All
co
mple
te
as
per
spec
ific
atio
n
a a
Span
Upto
1800m
m
SQ
M
22,0
00
b
b
Span
Ex
ceed
ing 1
800m
m a
nd u
pto
2500 m
m
SQ
M
5,0
00
150
1502
P
rovid
ing a
nd f
ixin
g s
hea
r co
nn
ecto
rs (
wit
hout
wel
din
g)
of
mil
d
stee
l st
uds
hav
ing 1
6m
m d
ia a
nd m
inim
um
75 m
m p
roje
cted
len
gth
above
purl
in
pas
sing
thro
ugh
met
al
dec
kin
g
as
per
re
levan
t IS
codes
and s
pec
ific
atio
n.
QU
INT
A
L
35
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
151
1506
P
rovid
ing a
nd f
ixin
g i
nsu
lati
on
of
resi
n b
on
ded
min
eral
wool
of
50 m
m n
om
inal
thic
knes
s co
nfo
rmin
g t
o I
S 8
183
hav
ing a
den
sity
of
32
kg/c
um
gla
ss
woo
l or
48
k
g/c
um
fo
r ro
ck
wool,
fo
r
clad
din
g/u
nd
er d
eck i
nsu
lati
on i
ncl
udin
g ap
pli
cati
on o
f glu
e an
d
tyin
g w
ith l
acin
g w
ire,
for
gla
ss/r
ock
wool
as p
er m
anufa
cture
r's
reco
mm
endat
ions.
SQ
M
9,5
00
152
1507
P
rovid
ing a
nd f
ixin
g i
nsu
lati
on
of
resi
n b
on
ded
min
eral
wool
of
50 m
m n
om
inal
thic
knes
s co
nfo
rmin
g t
o I
S 8
183
hav
ing a
den
sity
of
32
kg/c
um
gla
ss
woo
l or
48
k
g/c
um
fo
r ro
ck
wool,
fo
r
clad
din
g/u
nd
er
dec
k
insu
lati
on
incl
udin
g
wra
ppin
g
in
bla
ck
poly
then
e bla
ck s
upport
ed o
ver
wel
d m
esh 7
5X
75X
1.6
MM
dia
to
hold
in p
osi
tion a
nd a
ppli
cati
on o
f glu
e &
tyin
g w
ith l
acin
g w
ire,
for
gla
ss/r
ock
wool
as p
er m
anufa
cture
r's
reco
mm
endat
ion.
SQ
M
1,2
00
153
1508
P
rovid
ing an
d in
stal
ling u
nd
er d
eck
in
sula
tion
usi
ng m
inim
um
0.0
5 m
m t
hic
k a
lum
inum
foil
on e
xpose
d s
urf
ace
foll
ow
ed b
y 0
.60
mm
dia
an
d
25
m
m
mes
h
GI
wir
e net
ting,
fix
ed
at
var
ious
elev
atio
ns
wit
h r
awl
plu
gs
incl
udin
g c
lips,
and 2
mm
wir
e ti
es w
ith
roof
but
excl
udin
g c
ost
of
insu
lati
on.
SQ
M
500
154
1509
P
rovid
ing
and
fix
ing
non
m
etal
op
aq
ue
PV
C
shee
t si
mil
ar
to
ON
DE
X r
oo
fing o
r eq
uiv
alen
t in
cludin
g a
ll f
ixin
g a
cces
sori
es.
SQ
M
20
1600 F
AL
SE
CE
ILIN
G
F
als
e cei
lin
g in
clu
din
g all
la
bou
r, m
ate
rial,
eq
uip
men
t, tr
an
sport
ati
on
,
han
dli
ng,
susp
ensi
on
sy
stem
et
c at
an
y
level
as
per
sp
ecif
icati
on
,
dra
win
gs
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
155
1601
P
rovid
ing a
nd f
ixin
g g
lass
fib
re r
ein
forc
ed g
yp
sum
pla
ster
board
(GR
G)
ceil
ing
(h
avin
g
gypsu
m
core
m
ixed
w
ith
gla
ss
fi
bre
)
syst
em c
onsi
stin
g o
f m
etal
support
ing g
rid s
yst
em f
orm
ing p
anel
s
of
spec
ifie
d s
ize,
susp
ended
fro
m R
CC
sla
b/s
truct
ura
l st
eel
or
cat
wal
kw
ay g
rid a
bove
wit
h 4
mm
(m
inim
um
) gal
van
ised
wir
es (
rods)
wit
h
spec
ial
hei
ght
adju
stm
ent
clip
s,
incl
udin
g
pre
par
atio
n
of
work
ing
dra
win
g,
pro
vid
ing
op
enin
gs
for
AC
duct
s,
retu
rn
air
gri
lls,
lig
ht
fix
ture
s et
c (b
ut
excl
udin
g t
he
cost
of
cat
wal
kw
ay g
rid)
all
com
ple
te a
s per
dra
win
gs,
spec
ific
atio
n a
nd i
nst
ruct
ions
of
the
engin
eer.
R
equir
ed M
S ch
annel
sh
all
be
mea
sure
d &
p
aid ex
tra
under
res
pec
tive
item
unit
rat
e.
a A
a 12 .
5m
m t
hic
k G
RG
boar
d c
onfi
rmin
g t
o I
S:
209
5 w
ith g
alvan
ised
light
gau
ge
stee
l lo
ad
bea
rin
g
support
ing
GI
fram
e (m
inim
um
0.8
mm
th
k
and
gri
d
size
of
600x
1200m
m.)
an
d
finis
hed
fl
at
(sea
mle
ss).
SQ
M
800
b
b
12.5
mm
thic
k G
RG
bo
ard i
n p
rofi
le (
dom
e ,c
urv
ed p
rofi
led e
tc.)
wit
h g
alvan
ised
lig
ht
gau
ge
stee
l lo
ad b
eari
ng s
upport
ing G
I fr
ame
(min
imum
0.8
mm
thk a
nd g
rid s
ize
of
600x
1200m
m.)
and f
inis
hed
smoo
th (
seam
less
).
SQ
M
2,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
156
1602
P
rovid
ing,
fix
ing a
nd l
ayin
g l
ight
wei
ght
min
eral
fib
er t
ile
fals
e
ceil
ing
of
min
imum
thic
kn
ess
15 m
m a
nd e
xpose
d s
urf
ace
sem
i-
per
fora
ted w
ith d
epth
of
per
fora
tion a
s 4 m
m a
nd
hum
id r
esis
tance
of
95%
RH
and f
ire
per
form
ance
of
clas
s 0/1
as
per
BS
476 w
ith
met
al s
usp
ensi
on g
rid s
yst
em w
ith g
alvan
ized
Tee
s of
sect
ion 2
4 X
38
mm
fo
r m
ain
runner
s of
appro
ved
co
lour
and
mak
e as
per
spec
ific
atio
n
incl
udin
g
50m
m
thic
k
min
eral
w
ool
in
sula
tion
(den
sity
48k
g/c
um
) as
per
IS
:8183 b
ound i
n p
oly
then
e bag
s on t
op
of
pan
els.
Addit
ional
han
ger
s an
d h
eight
adju
stm
ent
clip
s sh
all
be
pro
vid
ed f
or
retu
rn a
ir g
rill
s, l
ight
fix
ture
s.
A.C
. duct
s et
c. s
uit
able
M.S
. ch
annel
(m
inim
um
M
C 75 @
1.2
m)
gri
d
sh
all
also
b
e
pro
vid
ed a
bov
e th
e fa
lse
ceil
ing l
evel
fo
r m
ovem
ent
of
per
sonn
el t
o
faci
lita
te m
ainte
nan
ce o
f li
ghti
ng f
ixtu
res,
AC
duct
s et
c. c
om
ple
te
wit
h c
ut-
outs
etc
.The
size
of
tile
s sh
all
be
600 X
600 m
m o
r 600 X
1200 m
m.
Req
uir
ed M
S c
han
nel
shal
l be
mea
sure
d &
pai
d e
xtr
a
under
res
pec
tive
item
unit
rat
e.
SQ
M
100
157
1602A
P
rovid
ing,
fix
ing an
d la
yin
g m
in 12 m
m th
k C
alc
ium
S
ilic
ate
Board
of
'HIL
UX
' or
equ
ival
ent
wit
h s
usp
ensi
on s
yst
em a
s per
man
ufa
cture
r det
ail
incl
udin
g su
pport
ing gri
d sy
stem
, ex
pan
sion
fast
ener
fo
r su
spen
sion
arra
ngem
ent
from
R
CC
w
ith
nec
essa
ry
open
ing
pro
vis
ion
as
per
dra
win
g
all
com
ple
te.
R
equir
ed
MS
chan
nel
shal
l be
mea
sure
d &
pai
d e
xtr
a under
res
pec
tive
item
unit
rate
.
SQ
M
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
158
1604A
P
rovid
ing,
fix
ing an
d la
yin
g P
re-P
ainte
d C
oil
co
ated
S
teel
fa
lse
ceil
ing s
yst
em,
at a
ll l
evel
, fo
r al
l kin
d o
f w
ork
s, c
onsi
stin
g o
f 0.5
mm
th
ick
gal
van
ised
as
per
IS
:
277,
alongw
ith
gal
van
ised
support
ing s
teel
mem
ber
s ex
pose
d f
aces
of
gal
van
ised
mem
ber
to
be
pre
-pai
nte
d
wit
h
regula
r m
odif
ied
poly
este
r co
atin
g
/ su
per
poly
este
r co
atin
g m
inim
um
20 D
FT
, to
form
pan
els
of
spec
ifie
d
size
for
tile
typ
e pan
els
and r
oll
form
ed s
tove
enam
elle
d 0
.6 m
m
thic
k
stee
l ca
rrie
r,
for
fix
ing
of
linea
l ty
pe
pan
els
by
clip
on
arra
ngem
ent,
susp
ended
fro
m R
CC
sla
b /
str
uct
ura
l st
eel
or
catw
alk
way s
teel
ch
annel
gri
d a
bo
ve
wit
h 4
mm
(m
inim
um
) gal
van
ised
wir
es (
rods)
, w
ith s
pec
ial
hei
ght
adju
stm
ent
clip
s, p
rovid
ing a
ngle
sect
ion
of
min
imum
25
mm
le
g
wid
th
alon
g
the
per
imet
er
of
ceil
ing,
incl
udin
g
all
labour,
m
ater
ial,
su
pport
ing
gri
d
syst
em
(mem
ber
s m
inim
um
0.8
mm
thic
k a
nd g
alvan
ised
as
per
IS
: 2
77)
anch
or
fast
ener
s fo
r m
akin
g su
spen
sion ar
ran
gem
ent
from
R
CC
,
pro
vid
ing o
pen
ings
for
AC
duct
s, r
eturn
air
gri
lls,
insu
lati
on l
ight
fix
ture
s, e
tc., a
ll c
om
ple
te.
( M
ater
ials
fo
r st
ruct
ura
l pla
tform
gri
d
for
movem
ent
mad
e up o
f M
S C
han
nel
s/ B
eam
s /
Ang
les
shal
l be
suppli
ed b
y O
wn
er a
nd s
hal
l be
pai
d u
nder
ST
No
2301)
SQ
M
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
159
1605
P
rovid
ing,
fix
ing a
nd l
ayin
g a
nodiz
ed n
atura
l co
lour
mat
t fi
nis
hed
alum
inum
fa
lse
ceil
ing
of
Jindal
/Hin
dal
co
mak
e w
ith
corr
osi
on
resi
stan
ce a
lum
inum
all
oys
pan
els
of
min
imum
thic
knes
s 0.5
mm
incl
udin
g 5
0m
m t
hic
k m
iner
al w
ool
(den
sity
48kg/c
um
insu
lati
on
(as
per
IS
:8183
) boun
d
in
poly
then
e bag
s o
n
top
of
pan
els.
Addit
ional
han
ger
s an
d h
eight
adju
stm
ent
clip
s sh
all
be
pro
vid
ed
for
retu
rn a
ir g
rill
s, l
igh
t fi
xtu
res.
A
.C.
du
cts
etc.
suit
able
M.S
.
chan
nel
(m
inim
um
MC
75)
gri
d
shal
l al
so b
e pro
vid
ed a
bove
the
fals
e ce
ilin
g
level
fo
r m
ovem
ent
of
per
sonnel
to
fa
cili
tate
mai
nte
nan
ce of
lighti
ng fi
xtu
res,
A
C duct
s et
c. T
he
work
to
be
com
ple
te a
s p
er s
pec
ific
atio
ns,
dra
win
gs
and d
irec
tion o
f en
gin
eer.
(
Mat
eria
ls f
or
stru
ctura
l p
latf
orm
gri
d f
or
movem
ent
mad
e up o
f M
S
Chan
nel
s/ B
eam
s /
An
gle
s sh
all
be
suppli
ed b
y O
wner
and s
hal
l be
pai
d u
nder
ST
No 2
301)
SQ
M
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
160
1606
P
rovid
ing a
nd
Fix
ing 1
2m
m t
hic
k G
ypsu
m b
oar
d p
lain
/per
fora
ted
fals
e ce
ilin
g ti
les(
600x
600m
m)
of
India
G
ypsu
m or
equiv
alen
t
mak
e in
pla
n o
r el
evat
ion w
ith a
lum
inum
gri
d,
met
al s
usp
ensi
on
syst
em,
anch
or
fast
ener
ad
just
able
han
ger
s et
c. i
ncl
udin
g t
wo
or
more
co
ats
of
acry
lic
emuls
ion p
aint
of
app
roved
colo
ur
to g
ive a
n
even
sh
ade
wit
h
smoo
th
finis
h
all
com
ple
te.a
s per
ar
chit
ectu
ral
des
ign a
nd d
etai
l. M
etal
su
spen
sion s
yst
em a
s p
er A
ST
M C
-635
shal
l be
hot
dip
ped
M
.S.
gal
van
ized
(g
rade
18
0 as
per
is
: 277
)
nom
inal
siz
e of
T-s
ecti
on s
hal
l be
24
x 3
8 m
m o
r 24 x
25 m
m c
ross
runner
s. 2
4m
m w
ide
expose
d f
lan
ge
surf
ace
shal
l be
per
man
entl
y
colo
r co
ated
. su
spen
sio
n
syst
em
shal
l be
as
per
m
anufa
cture
r’s
spec
ific
atio
n s
uppo
rted
over
movem
ent
pla
tform
. T
he
wo
rk t
o b
e
com
ple
te a
s p
er s
pec
ific
atio
ns,
dra
win
gs
and d
irec
tion o
f en
gin
eer.
(
Mat
eria
ls f
or
stru
ctura
l p
latf
orm
gri
d f
or
movem
ent
mad
e up o
f M
S
Chan
nel
s/ B
eam
s /
An
gle
s sh
all
be
suppli
ed b
y O
wner
and s
hal
l be
pai
d u
nder
ST
No 2
301)
SQ
M
500
1700 R
AIN
WA
TE
R D
OW
N T
AK
E P
IPE
S
R
ain
w
ate
r d
ow
n
tak
e p
ipes
in
clu
din
g
all
la
bou
r,
mate
rial,
tran
sport
ati
on
, 2 c
oats
of
ap
pro
ved
pain
t over
on
e p
rim
ary
coa
t, f
ixtu
res,
acc
esso
ries
etc
at
an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
161
1702
P
rovid
ing a
nd
fix
ing g
alv
an
ised
MS
dow
n t
ake
pip
es o
f 100
mm
dia
- M
ediu
m
qu
ali
ty
as
per
IS
:1239(p
art
-I)
/ IS
:3589
all
com
ple
te.
RM
100
162
1704
P
rovid
ing a
nd
fix
ing g
alv
an
ised
MS
dow
n t
ake
pip
es o
f 150
mm
dia
- M
ediu
m q
ual
ity a
s per
IS
:1239(p
art-
I) a
ll c
om
ple
te.
RM
1,5
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
163
1704A
P
rovid
ing a
nd
fix
ing
galv
an
ised
MS
dow
n t
ake
pip
es o
f 200
mm
dia
- M
ediu
m q
ual
ity a
s per
IS
:1239(p
art-
I) a
ll c
om
ple
te.
RM
500
1800 M
ISC
EL
LA
NE
OU
S W
OR
KS
M
isce
llan
eou
s w
ork
s in
clu
din
g a
ll l
ab
ou
r, m
ate
rial,
eq
uip
men
t et
c. a
t an
y
level
u
nle
ss
oth
erw
ise
spec
ifie
d
as
per
sp
ecif
icati
on
, d
raw
ings
an
d
as
dir
ecte
d b
y e
ngin
eer
- in
- c
harg
e.
164
1801A
P
rovid
ing
an
d
Fil
lin
g
in
tren
ches
, p
lin
ths,
are
a
pavin
g
an
d
oth
er u
nd
ergro
un
d s
tru
ctu
res
wit
h g
rad
ed s
ton
e aggre
gate
of
size
ran
ge 6
3 m
m t
o 4
5 m
m i
n l
ayer
s not
exce
edin
g 2
75 m
m i
n
thic
knes
s in
cludin
g b
reak
ing o
f st
one
bould
ers
to r
equir
ed s
izes
,
fill
ing t
he
inte
rsti
ces
wit
h s
elec
ted
san
d a
nd c
om
pac
ting t
o 8
5 %
of
ori
gin
al
volu
me
of
stone
stac
k
for
all
lift
s et
c.
all
com
ple
te.
Pay
men
t sh
all
be
mad
e fo
r th
e m
easu
rem
ent
of
the
vo
lum
e of
the
com
pac
ted f
ill.
CU
M
8,0
00
165
1803
A
nti
te
rmit
e ch
emic
al
trea
tmen
t o
f so
il
wit
h
Ch
lorp
yri
ph
os/
Lin
dan
e E
.C.
20%
wit
h 1
% c
on
cen
trati
on
or
as
appro
ved
by e
ngin
eer
in c
har
ge
confo
rmin
g t
o I
S:8
944 a
nd a
s per
IS 6
313 a
ll c
om
ple
te.
(Pli
nth
are
a of
buil
din
g a
t gro
und f
loor
only
shal
l be
mea
sure
d f
or
pay
men
t)
SQ
M
10,0
00
166
1804
S
upply
an
d
inst
alla
tio
n
of
app
roved
25
mm
th
ick
vib
rati
on
dam
pin
g re
sili
ent
p
ad
s on/a
round fo
undat
ion of
vib
rati
ng
equip
men
t an
d a
t oth
er l
oca
tions
all
com
ple
te.
SQ
M
50
167
1805
P
rovid
ing 5
0m
m t
hic
k p
rem
ix c
arp
et
surf
aci
ng
lai
d t
o s
lope
in
two l
ayer
s 30m
m a
nd
20
mm
res
pec
tivel
y w
ith 1
2m
m d
ow
ngra
ded
stone
chip
s m
ixed
w
ith
80/1
00
gra
de
bit
um
en
@
52
K
g/C
u.M
incl
udin
g c
om
pac
tion e
tc. al
l co
mple
te.
SQ
M
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 5
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
168
1806
P
rovid
ing 5
0m
m t
hic
k a
nti
corr
osi
ve
layer
lai
d t
o r
equir
ed s
lope
consi
stin
g of
clea
n &
w
ell
gra
ded
co
arse
sa
nd
m
ixed
w
ith A
90
gra
de
bit
um
en f
or
soft
enin
g p
oin
t upto
45 d
egre
e C
elci
us
or
A65
gra
de
bit
um
en f
or
soft
enin
g p
oin
t ab
ove
45 d
egre
e ce
lciu
s as
per
IS:
73
or
its
equiv
alen
t qual
ity 8
to 1
0%
by v
olu
me
and r
oll
ed o
r
com
pac
ted a
ll c
om
ple
te.
SQ
M
150
169
1807
P
rovid
ing a
nd f
ixin
g G
.I s
trip
s m
inim
um
1.5
mm
th
k a
nd 1
50m
m
wid
e in
cludin
g f
ixin
g a
cces
sori
es e
tc.
all
com
ple
te.
Kg
10
170
1808
P
rovid
ing
and f
ixin
g a
lum
iniu
m s
trip
s m
inim
um
18 S
WG
thk
and 300m
m w
ide
over
ex
pan
sion
jo
ints
w
ith
m
inim
um
la
p of
50m
m l
ength
incl
udin
g b
rass
/ a
lum
iniu
m s
crew
s, r
awl
plu
gs
etc.
all
com
ple
te.
Kg
75
171
1808A
P
rovid
ing a
nd f
ixin
g o
f 3
mm
th
ick
sta
inle
ss s
teel
str
ipe a
s m
at ,
or
buff
fi
nis
hed
co
nfi
rmin
g
to
IS:3
414
for
expan
sion
jo
int
all
com
ple
te a
s per
const
ruct
ion
dra
win
g a
nd s
pec
ific
atio
n
SQ
M
10
172
1809
P
rovid
ing C
hem
ical
inje
ctio
n gro
uti
ng
w
ith pre
ssure
pum
p fo
r
wate
r re
tain
ing
con
cret
e st
ruct
ures
co
nfo
rmin
g
to
IS:6
494
,
incl
udin
g
fix
ing
nozz
les,
co
st
of
appro
ved
ce
men
t,
adm
ixtu
re,
curi
ng
etc.
al
l co
mple
te.
Paym
ent
shal
l be
mad
e as
per
th
e
consu
mpti
on o
f ch
emic
al g
rout.
Kg
100
173
1810
P
rovid
ing,
layin
g a
nd f
ixin
g r
ail
s an
d g
uid
e ra
ils
in c
on
cret
e fo
r
tran
sform
er,
rail
tra
ck i
ncl
udin
g c
utt
ing o
f ra
ils,
join
ing o
f ra
ils,
anch
ori
ng l
ugs
etc
all
com
ple
te.
MT
70
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
174
1811
P
rovid
ing a
nd f
ixin
g w
eep
hole
s in
Dra
ins
consi
stin
g o
f 100 m
m
dia
H
DP
E p
ipe
slee
ves
w
ith si
ngle
si
de
cover
ing fo
r th
e pip
e
mouth
wit
h g
alvan
ised
wel
ded
wir
e fa
bri
c of
20 m
m s
q.
open
ing
cover
ed w
ith 4
0 m
m d
ow
ngra
ded
aggre
gat
es i
n 3
00 X
300 m
m s
q.
and 3
00 m
m d
eep s
ize
all
com
ple
te.
EA
CH
100
175
1812
L
ayin
g o
f ea
rthin
g m
ats/
rods
incl
udin
g r
iser
s, t
ransp
ort
atio
n f
rom
yar
d
store
s,
lo
adin
g,
unlo
adin
g,
cutt
ing
to
length
, w
eldin
g,
pro
tect
ive
pai
nti
ng o
f jo
ints
etc
. al
l co
mple
te.
(Ex
cavat
ion &
Bac
k
fill
ing s
hal
l be
pai
d s
epar
atel
y u
nder
res
pec
tive
item
of
eart
h w
ork
.
Ear
thin
g m
ats/
rods
shal
l be
suppli
ed b
y O
wner
fre
e of
cost
)
MT
50
176
1813
P
rovid
ing E
art
hin
g p
it a
s per
dra
win
g w
ith c
har
coal
& s
alt,
GI
pip
es,
GI
eart
h e
lect
rodes
, G
I w
ire,
GI
stri
ps,
bri
ck c
ham
ber
wit
h
cover
s in
cludin
g a
ssoci
ated
ear
thw
ork
etc
. al
l co
mple
te.
EA
CH
10
177
1815A
P
rovid
ing a
nd f
ixin
g G
I ru
ngs
in c
oncr
ete/
bri
ck w
alls
hav
ing z
inc
coat
ing o
f m
inim
um
610
g/s
qm
etc
. al
l co
mple
te.
K
g
150
178
1817
P
rovid
ing an
d fi
xin
g
HD
PE
p
ipes
in
co
ncr
ete/
bri
ck w
ork
o
f
foll
ow
ing s
izes
incl
udin
g c
utt
ing,
fix
ing a
nd l
evel
ling i
n p
osi
tion
etc.
all
com
ple
te.
a a
Upto
75 m
m d
ia
RM
50
b
b
100 m
m d
ia
RM
50
c c
150 m
m d
ia
RM
50
d
d
200 m
m d
ia
RM
50
179
1822
C
utt
ing of
gro
ove
of
10m
m X
40m
m
size
w
ith gro
ove
cutt
ing
mac
hin
e in
concr
ete
pav
ing a
ll c
om
ple
te.
R
M
700
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
180
1824
S
upply
& f
ixin
g e
xp
an
ded
meta
l st
eel
shee
t co
nfo
rmin
g t
o I
S:4
12.
Siz
e of
mes
h s
hal
l be
10m
mX
40m
m w
ith s
tran
ds
of
2.5
mm
wid
th
and
1m
m
thic
knes
s to
th
e st
ruct
ura
l st
eel
for
faci
lita
ting
fire
pro
ofi
ng w
ork
s.
SQ
M
150
181
1825
S
upply
and
la
yin
g a
ppro
ved
qual
ity S
ton
e ag
gre
gat
e 4
0m
m s
ize
in
tran
sform
er y
ards.
C
UM
30
182
1826
S
upply
and
layin
g a
ppro
ved
qual
ity r
ounded
peb
ble
s /
gra
vel
s o
f
40m
m s
ize
in t
ransf
orm
er y
ards.
C
UM
6
183
1828
D
ism
antl
ing
old
ex
isti
ng
rein
forc
ed/
non
-rei
nfo
rced
bri
ckw
ork
/
blo
ckw
ork
/ st
one
mas
onar
y w
ork
in
mud/
lim
e/ c
emen
t m
ort
ar a
t
any
lev
el
incl
udin
g
clea
rin
g/c
lean
ing,
stac
kin
g
the
serv
icea
ble
mat
eria
ls
at
pla
nt
site
an
d
dis
po
sal
of
unse
rvic
eable
m
ater
ials
wit
hin
a l
ead u
pto
1km
all
com
ple
te.
CU
M
50
184
1829
D
ism
antl
ing o
ld e
xis
ting p
lain
/re-
info
rced
con
cret
e w
ork
at
an
y
level
incl
udin
g
clea
ring/c
lean
ing,
stac
kin
g
the
serv
icea
ble
mat
eria
ls
at
pla
nt
site
an
d
dis
po
sal
of
unse
rvic
eable
m
ater
ials
wit
hin
a l
ead u
pto
1km
all
com
ple
te.
CU
M
20
185
1830
D
ism
antl
ing
old
ex
isti
ng
stru
ctura
l st
eel
wo
rk
at
any
lev
el
incl
udin
g
pla
tes,
bolt
s, c
utt
ing r
ivet
s, w
eldin
g,
dis
mem
ber
ing a
nd
stac
kin
g t
he
dis
man
tled
mat
eria
ls w
ithin
a l
ead u
pto
1km
etc
all
com
ple
te.
MT
5
186
1832
P
rovid
ing &
fil
ling B
ento
nit
e P
ow
der
(S
od
ium
base
) m
ixed
wit
h
wate
r in
ele
ctro
nic
earth
ing p
it a
s per
dra
win
g &
dir
ecti
on b
elow
gro
und
lev
el
incl
udin
g
all
mat
eria
ls,
tran
sport
atio
n,
labour,
inci
den
tal
etc
all
com
ple
te a
s per
sp
ecif
icat
ion.
CU
M
7
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
187
1833
S
upply
& f
ixin
g F
RP
(fi
bre
rei
nfo
rced
pla
stic
) sh
eets
2 m
m t
hic
k
incl
udin
g G
I hooks/
J o
r L
bolt
s, n
uts
, w
ash
ers,
bit
um
en w
asher
s
etc.
com
ple
te i
ncl
udin
g o
ver
lap 1
00m
m .
S
QM
50
188
1833A
pro
vid
ing a
nd p
laci
ng i
n p
osi
tion a
t var
ious
lev
els,
bu
ild
ing p
ap
er
(kra
ft p
ap
er)
as p
er I
S:1
397 b
etw
een c
on
cret
e su
rfac
e in
cludin
g
the
cost
of
labour,
m
ater
ial,
et
c co
mple
te
as
per
dra
win
g
and
inst
ruct
ion o
f th
e en
gin
eer.
SQ
M
100
2000 F
EN
CIN
G A
ND
GA
TE
S
F
enci
ng a
nd
gate
s in
clu
din
g a
ll l
ab
ou
r, m
ate
rial,
eq
uip
men
t et
c a
t an
y
level
as
per
sp
ecif
icati
on
, d
raw
ings
an
d as
dir
ecte
d b
y en
gin
eer
- in
-
charg
e.
189
2003A
S
upply
ing
and
erec
tin
g
in
posi
tion
2.4
m
hig
h
PV
C
coate
d
galv
an
ized
ch
ain
li
nk
ed fe
nci
ng
of
min
imum
4 m
m (i
ncl
udin
g
PV
C c
oat
ing )
of
mes
h s
ize
75m
m x
75m
m. T
he
dia
met
er o
f th
e hot
dip
gal
van
ised
st
eel
wir
e fo
r ch
ain li
nk fe
nci
ng ex
cludin
g P
VC
coat
ing s
hal
l not
be
less
than
2.5
mm
. C
on
cer
tin
a o
f h
eigh
t of
600
mm
at
to
p
of
chai
n
link
fenci
ng
shal
l b
e p
rovid
ed
wit
h
all
acce
ssori
es.
Conce
rtin
al s
hal
l be
from
ten
sile
ser
rate
d g
alvan
ised
wir
e (H
TS
W)
mad
e w
ith w
ire
dia
met
er o
f 2.5
mm
whic
h w
ill
be
stre
tched
to
6m
an
d
atta
ched
on
thre
e st
ran
ds
of
gal
van
ised
HT
SS
W (
hig
h t
ensi
le s
pri
ng s
teel
wir
e) o
f 2.5
mm
dia
by m
eans
of
clip
s at
1m
inte
rval
. T
hes
e th
ree
HT
SS
W s
tran
ds
wil
l be
atta
ched
to
the
fen
ce post
s/
angle
s w
ith
12 m
m se
curi
ty
fast
ener
s. C
ost
to
incl
ude
for
GI
hook bo
lts,
ri
ngs
& w
ash
ers,
h
ot
dip
gal
van
ised
tensi
on w
ires
, 25X
6 m
m G
I fl
at s
tret
cher
bar
at
end p
ost
s et
c. a
ll
com
ple
te. (S
truct
ura
l post
sh
all
be
separ
atel
y u
nd
er S
T N
o. 2008)
RM
500
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
190
2008
S
upply
, fa
bri
cati
on
and
fi
xin
g
of
mil
d
stee
l post
s fo
r fe
nci
ng
incl
udin
g ch
lori
nat
ed ru
bber
p
aint
over
a
suit
able
pri
mer
et
c al
l
com
ple
te a
s per
spec
ific
atio
n.
M
T
2
191
2010
S
upply
, fa
bri
cati
on a
nd i
nst
alli
ng i
n p
osi
tion a
nd t
esti
ng M
S G
ate
s
out
of
chan
nel
s, j
ois
ts,
angle
s, f
lats
, pla
tes,
pip
es,
wel
ded
ste
el w
ire
mes
h &
shee
ts i
ncl
udin
g s
tiff
ener
s, b
raci
ngs,
fab
rica
ted h
inges
, M
S
Ald
rops
wit
h
lock
ing
arra
ngem
ent,
te
mper
ed
stee
l piv
ot,
guid
e
trac
k
of
MS
T
ee,
bro
nze
al
um
inum
bal
l bea
ring
arra
ngem
ents
,
cast
or
wh
eels
, pai
nti
ngs
etc.
al
l co
mple
te
incl
udin
g
pai
nti
ng
/
surf
ace
trea
tmen
t as
per
spec
ific
atio
n
MT
6
2100 W
AT
ER
SU
PP
LY
W
ate
r su
pp
ly w
ork
in
clu
din
g m
en,
mate
rial,
eq
uip
men
t et
c. a
t an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
192
2101
P
rovid
ing a
nd f
ixin
g i
n p
osi
tion t
este
d h
eav
y d
uty
type
ch
rom
ium
pla
ted
(C
P)
bra
ss l
on
g n
eck
b
ib
cock
s in
cludin
g s
ock
ets,
unio
n,
nuts
etc
all
com
ple
te -
15
mm
nom
inal
bore
. E
AC
H
60
193
2102
P
rovid
ing a
nd
fix
ing i
n p
osi
tion h
eav
y d
uty
b
rass
sto
p c
ock
of
appro
ved
qual
ity i
ncl
udin
g a
ll s
pec
ials
etc
all
com
ple
te -
15
mm
nom
inal
bore
.
EA
CH
50
194
2103
P
rovid
ing a
nd f
ixin
g i
n p
osi
tion h
eav
y d
uty
b
rass
fu
ll
way
valv
e
wit
h
whee
l of
appro
ved
qual
ity
in
cludin
g
all
spec
ials
et
c al
l
com
ple
te f
or
foll
ow
ing s
izes
:
a a
25m
m n
om
inal
bore
. E
AC
H
50
b
b
50m
m n
om
inal
bore
. E
AC
H
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
195
2104
P
rovid
ing
and
fix
ing G
I p
ipes
cla
ss B
med
ium
cla
ss c
onfo
rmin
g
to I
S:1
239 p
ipes
shal
l be
conce
aled
and p
ainte
d w
ith a
nti
corr
osi
ve
pai
nt,
com
ple
te fo
r in
tern
al
work
s w
ith
GI
sock
ets,
unio
ns,
elbow
s, t
ees,
nip
ple
s e
tc
and c
lam
ps
incl
udin
g c
utt
ing a
nd m
akin
g
good t
he
wal
ls e
tc a
ll c
om
ple
te f
or
foll
ow
ing s
izes
:
a a
15 m
m n
om
inal
bore
. R
M
800
b
b
20 m
m n
om
inal
bore
. R
M
800
c c
25 m
m n
om
inal
bore
. R
M
800
196
2105
P
rovid
ing
and
fix
ing G
I p
ipes
cla
ss B
co
mp
lete
for e
xte
rnal
work
wit
h
GI
sock
ets,
unio
ns,
elb
ow
s, t
ees,
nip
ple
s e
tc
incl
udin
g
tren
chin
g
&
refi
llin
g,
anti
-corr
osi
ve
pai
nt
etc
all
com
ple
te
for
foll
ow
ing s
izes
:
a a
15 m
m n
om
inal
bore
. R
M
800
b
b
20 m
m n
om
inal
bore
. R
M
800
c c
25 m
m n
om
inal
bore
. R
M
900
d
d
50 m
m n
om
inal
bore
. R
M
500
197
2106A
P
rovid
ing a
nd f
ixin
g o
f 900x600x6 T
HK
Look
ing m
irro
r f
rom
repute
d
man
ufa
cture
r,
mir
ror
shal
l be
mounte
d
wit
h
teak
w
ood
bea
rin
g a
nd m
inim
um
12m
m t
hk p
lyw
ood
bac
kin
g i
ncl
udin
g C
P
bra
cket
,etc
all
com
ple
te
EA
CH
30
198
2107
P
rovid
ing a
nd f
ixin
g 6
10m
mx127
mm
x6
mm
th
k
clea
r gla
ss
wit
h
C.P
Guar
d r
ails
and m
ou
nte
d on C
.P. bra
cket
s et
c al
l co
mple
te.
EA
CH
30
199
2108
P
rovid
ing a
nd f
ixin
g
25 m
m d
iam
eter
sta
inle
ss s
teel
tow
el r
ail
s
(600m
m X
25m
m)
all
com
ple
te.
EA
CH
20
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
200
2108A
P
rovid
ing a
nd
fix
ing
600x
20 m
m d
iam
eter
sta
inle
ss s
teel
tow
el
rail
s in
cludin
g S
S s
crew
all
com
ple
te.
EA
CH
20
201
2109
P
rovid
ing a
nd f
ixin
g 2
0m
m d
ia c
hro
miu
m p
late
d M
.S.
pip
es
wal
l
mounte
d t
ow
el r
od
wit
h C
.P. B
rack
ets
etc
all
com
ple
te.
EA
CH
10
202
2110
P
rovid
ing a
nd
fix
ing C
.P.
soap
hold
er
mounte
d w
ith C
.P.
scre
ws
etc
all
com
ple
te.
EA
CH
10
203
2111
P
rovid
ing
and f
ixin
g s
tain
less
ste
el /
C.P
. li
qu
id s
oap
d
isp
ense
r.
Dis
pen
ser
shal
l be
rou
nd
and
easi
ly
revolv
ing
wit
h
rem
ovab
le
thre
aded
nozz
le a
nd m
ounte
d on C
.P. bra
cket
s et
c al
l co
mple
te.
EA
CH
20
204
2112
P
rovid
ing a
nd f
ixin
g g
laze
d v
itre
ous
wal
l m
ounte
d p
ap
er h
old
er
wit
h
suit
able
co
ver
cu
m
cutt
er
fitt
ed
wit
h
CP
sc
rew
s et
c.
All
com
ple
te.
EA
CH
25
205
2113
P
rovid
ing a
nd
fix
ing c
hrom
ium
pla
ted
bra
ss s
how
er r
ose
wit
h 1
5
or
20 m
m i
nle
t al
l co
mple
te.
EA
CH
2
206
2114
P
rovid
ing &
fix
ing i
n p
osi
tion P
.V.C
. w
ate
r ta
nk
of
Synte
x o
r
appro
ved
equiv
alen
t in
cludin
g m
akin
g a
ll n
eces
sary
inle
t &
outl
et
pip
es,
fix
ture
, bal
l co
cks,
val
ves
et
c al
l co
mple
te fo
r fo
llow
ing
capac
itie
s. G
I pip
es s
hal
l be
pai
d s
epar
atel
y u
nder
ST
No. 2105.
a a
1000 l
itre
s ca
pac
ity
EA
CH
5
b
b
2000 l
itre
s ca
pac
ity
EA
CH
10
c c
5000 l
itre
s ca
pac
ity
EA
CH
2
207
2115
P
rovid
ing
an
d
fi
xin
g
ap
pro
ved
stain
less
st
eel
sin
k
wit
h
inte
gra
ted
dra
in b
oard
as
per
IS
:13983 o
f si
ze 9
15x
460x
178m
m
wit
h C
I bra
cket
s, s
tain
less
ste
el c
hai
n w
ith r
ubber
plu
g 4
0m
m,
cp
bra
ss w
aste
tra
p w
ith n
eces
sary
unio
n c
om
ple
te i
ncl
udin
g p
ainti
ng
the
fitt
ings,
cu
ttin
g a
nd
mak
ing
good t
he
wal
l w
her
e re
quir
ed
etc.
EA
CH
5
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
all
com
ple
te.
208
2115A
P
rovid
ing a
nd f
ixin
g a
ppro
ved
sta
inle
ss s
teel
Pan
try s
ink a
s per
IS
:
13983 o
f si
ze 6
10x
510m
m,
bow
l dep
th 2
00m
m w
ith d
rain
boar
d o
f
at
leas
t 450
len
gth
w
ith
trap
, hea
vy
duty
C
P
and
cold
m
ixer
,
incl
udin
g C
I bra
cket
s, s
tain
less
ste
el c
hai
n w
ith r
ubber
plu
g,
40m
m
dia
C
P
bra
ss
was
te
trap
, w
ith
nec
essa
ry
unio
n
com
ple
te
wit
h
pai
nti
ng o
f fi
ttin
gs,
cutt
ing a
nd m
akin
g o
n t
he
wal
l w
her
e re
quir
ed
incl
udin
g r
equir
ed n
otc
hin
g i
n c
ounte
r gra
tin
g s
lab
etc
, co
mple
te.
EA
CH
1
2200 S
AN
ITA
RY
WO
RK
S
S
an
itary
work
in
clu
din
g a
ll l
ab
ou
r, m
ate
rial,
eq
uip
men
t et
c. a
t an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
harg
e.
209
2201B
S
upply
an
d fi
xin
g co
loure
d gla
zed vit
reous
Cer
amic
oval
sh
ape
was
h b
asin
450x
550m
m (
appro
x)
confo
rmin
g t
o I
S:
2556 m
ounte
d
over
18m
m t
hic
k g
ranit
e bev
eled
ed
ge
counte
r fi
tted
.T
he
Bas
in
shal
l be
fitt
ed w
ith a
pp
roved
shap
e bib
cock
, ph
oto
-volt
ic c
ontr
ol
syst
em f
or
wat
er c
ontr
ol,
CP
bra
ss c
hai
n w
ith r
ubber
plu
g,
40m
m
CP
bra
ss
was
te
and
bo
ttle
tr
ap
wit
h
nec
essa
ry
unio
n
incl
udin
g
cutt
ing
of
notc
h
in
gra
nit
e co
unte
r sl
ab
etc
com
ple
te
as
per
spec
ific
atio
n
EA
CH
20
210
2202
P
rovid
ing
and
fix
ing
appro
ved
w
hit
e vit
reous
ch
ina
lab
ora
tory
sin
k
of
siz
e 600x400x200
mm
con
form
ing t
o I
S:2
556 (
part
-5)
wit
h R
.S.
or
C.I
. b
rack
ets,
chro
miu
m p
late
d b
rass
chai
n w
ith r
ubber
plu
g
40m
m,
CP
bra
ss
was
te
and
40m
m
CP
bra
ss
trap
w
ith
nec
essa
ary u
nio
n c
om
ple
te i
ncl
udin
g p
ainti
ng t
he
fitt
ings,
cutt
ing
and m
akin
g
good t
he
wal
l w
her
e re
quir
ed
etc.
all
com
ple
te.
EA
CH
2
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
211
2203
P
rovid
ing
and
fi
xin
g
stai
nle
ss
stee
l kit
chen
si
nk
of
size
610x
510x
200m
m c
onfo
rmin
g t
o I
S:
13983
incl
ud
ing a
ll f
itti
ngs
etc.
all
com
ple
te.
EA
CH
2
212
2204A
P
rovid
ing a
nd f
ixin
g w
all
mou
nte
d c
olo
ure
d g
laze
d v
itre
us
wate
r
close
t w
ith f
lush
ing v
alve
syst
em,w
ater
fau
cet
,Toil
et p
aper
hold
er,
open
fro
nt
soli
d p
last
ic s
eat
and p
last
ic c
ov
er,i
ncl
udin
g n
eces
sary
CP
connec
tion e
tc a
ll c
om
ple
te.
EA
CH
30
213
2205A
P
rovid
ing
and
fix
ing
whit
e gla
zed
vit
reou
s ch
ina
ori
ssa
pan
(580x440
mm
) w
ate
r cl
ose
t w
ithfl
ush
ing v
alve
syst
em,
toil
et p
aper
hold
er
as
per
IS
: 2556
in
cludin
g
all
finis
hin
g
com
ple
te
as
per
spec
ific
atio
n.
EA
CH
10
214
2206A
P
rovid
ing an
d fi
xin
g w
hit
e/co
lou
red
w
ate
r ef
fici
ent
flat
bla
ck
gla
zed
vit
reou
s ch
ina u
rin
als
of
size
440x
265x
355m
m w
ith p
hoto
volt
ic c
ontr
ol
flush
ing s
yst
em a
s per
IS
: 2556
(pt-
6 s
ec-1
) w
ith f
lush
pip
es,
lead
pip
es,
gra
tin
gs,
tra
ps
and n
eces
sary
C.P
fit
ting e
tc.
all
com
ple
te a
s per
spec
ific
atio
n
EA
CH
30
215
2207
S
upply
, la
yin
g a
nd j
oin
ting U
PV
C p
ipes
of
clas
s 3 a
s per
IS
:4985
incl
udin
g b
ends,
bra
nch
es
and a
ll
oth
er n
eces
sary
fit
tings,
M.S
hold
er b
ats/
clam
ps,
cu
ttin
g a
nd m
akin
g g
ood
the
wal
ls a
nd
flo
ors
,
join
ting, te
stin
g e
tc a
ll co
mple
te f
or
foll
ow
ing.
a a
75m
m d
ia p
ipes
R
M
10
b
b
110m
m d
ia p
ipes
R
M
10
c c
160m
m d
ia p
ipes
R
M
10
216
2208A
P
rovid
ing,
layin
g
ligh
t duty
non
pre
ssure
S
PU
N C
ast
Iro
n
pip
es
wit
h c
oll
ars
join
ted
wit
h
stif
f m
ixtu
re o
f ce
men
t m
ort
ar 1
:2
incl
udin
g t
esti
ng o
f jo
ints
etc
all
com
ple
te f
or
foll
ow
ing.
a a
200m
m d
ia
RM
1,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
b
b
300m
m d
ia
RM
375
c c
450m
m d
ia
RM
500
d
b
600m
m d
ia
RM
200
217
2208
P
rovid
ing,
lay
ing
light
duty
non
pre
ssure
N
P3
cla
ss
RC
C p
ipes
wit
h
coll
ars
join
ted
w
ith
st
iff
mix
ture
of
cem
ent
mort
ar
1:2
incl
udin
g t
esti
ng o
f jo
ints
etc
com
ple
te f
or
foll
ow
ing.
a a
150m
m d
ia
RM
50
b
b
250m
m d
ia
RM
50
c c
300m
m d
ia
RM
50
d
d
500m
m d
ia
RM
50
218
2210
P
rovid
ing,
lay
ing
light
duty
non
pre
ssure
N
P4
cla
ss
RC
C p
ipes
wit
h
coll
ars
join
ted
w
ith
st
iff
mix
ture
of
cem
ent
mort
ar
1:2
incl
udin
g t
esti
ng o
f jo
ints
etc
com
ple
te f
or
foll
ow
ing:
a a
450m
m d
ia
RM
50
b
b
600m
m d
ia
RM
50
c c
900m
m d
ia
RM
10
219
2211
P
rovid
ing
and
fix
ing C
.I M
an
hole
hea
vy d
uty
cover
of
siz
e
600m
mx450
mm
incl
udin
g f
ram
e fr
om
rep
ute
d
man
ufa
cture
etc
.
all
com
ple
te.
EA
CH
20
220
2213
P
rovid
ing
and f
ixin
g s
qu
are
mou
th S
.W G
ull
y
trap
gra
de
'A'
com
ple
te w
ith C
I gra
ting,
bri
ck
mas
onry
cham
ber
an
d
wat
er t
ight
CI
cover
w
ith
300x
300m
m (
insi
de)
. T
he
wei
ght
of
cover
to b
e not
less
th
an 4
.53
Kg a
nd f
ram
e to
be
not
less
than
2.7
2 K
g
etc
all
com
ple
te f
or
foll
ow
ing s
izes
:
a a
100x
100m
m P
or
S T
yp
e.
EA
CH
50
b
b
150x
100m
m P
or
S T
yp
e.
EA
CH
25
c c
150x
150m
m P
or
S T
yp
e.
EA
CH
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 6
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
221
2215
P
rovid
ing an
d f
ixin
g C
.I. fl
oor
trap
s w
ith
C
.P j
all
i al
l co
mple
te.
EA
CH
50
222
2216
P
rovid
ing
and f
ixin
g h
eavy d
uty
UP
VC
flo
or
trap
s w
ith
C
.P
jall
i al
l co
mple
te.
EA
CH
5
223
2217
P
rovid
ing a
nd i
nst
alli
ng a
ppro
ved
bra
nd s
ingle
tap
wate
r co
ole
r of
80 L
cooli
ng c
apac
ity a
ll c
om
ple
te.
EA
CH
8
224
2217A
P
rovid
ing a
nd i
nst
alli
ng a
pp
roved
bra
nd s
ingle
tap
wate
r ef
fici
ent
wate
r co
ole
r o
f 80 L
co
oli
ng c
apac
ity a
ll c
om
ple
te.
EA
CH
5
225
2217
B
Pro
vid
ing a
nd i
nst
alli
ng a
ppro
ved
bra
nd
Gey
ser o
f 25L
cap
acit
y
incl
udin
g fi
ttin
gs
all
com
ple
te a
s per
drg
. E
AC
H
5
226
2217C
P
rovid
ing a
nd i
nst
alli
ng a
ppro
ved
bra
nd
ener
gy
eff
icie
nt
Gey
ser
of
25L
cap
acit
y i
ncl
udin
g fi
ttin
gs
all
com
ple
te a
s per
drg
. E
AC
H
5
227
2218
P
rovid
ing a
nd i
nst
alli
ng a
ppro
ved
bra
nd s
ingle
tap
wate
r co
ole
r of
150 L
cooli
ng c
apac
ity a
ll c
om
ple
te.
EA
CH
2
228
2218A
P
rovid
ing a
nd i
nst
alli
ng a
pp
roved
bra
nd s
ingle
tap
wate
r ef
fici
ent
wate
r co
ole
r o
f 150 L
cooli
ng c
apac
ity a
ll c
om
ple
te.
2
229
2219
P
rovid
ing
and
fi
xin
g
whit
e vit
erous
uri
nal
part
itio
ns
of
size
675x
325x
85m
m a
ll c
om
ple
te.
EA
CH
40
230
2220
P
rovid
ing
and
fix
ing
eye
and
face
dri
nkin
g
wat
er
founta
in
(com
bin
ed
unit
w
ith
rece
pta
cle
con
form
ing
to
IS:
10592)
all
com
ple
te a
s per
spec
ific
atio
n.
EA
CH
5
231
2221
P
rovid
ing
and
fi
xin
g
rota
tin
g
typ
e C
.P
sho
wer
in
cludin
g
all
fitt
ings
etc.
com
ple
te a
s per
spec
ific
atio
n
EA
CH
2
232
2222A
P
rovid
ing,
layin
g a
nd j
oin
ting s
and c
ast
iron p
ipes
wit
h l
ead j
oin
t
confi
rmin
g to
IS
: 1
729
in
cludin
g ben
ds,
b
ranch
es,
and al
l oth
er
nec
essa
ry f
itti
ngs,
M.S
hold
er b
ats,
cla
mps,
cutt
ing a
nd
mar
kin
g, on
the
wal
ls
and
fl
oor
,join
ting,
test
ing
etc.
al
l co
mple
te
for
th
e
foll
ow
ings
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
a a
75m
m d
ia p
ipes
R
M
150
b
b
150m
m d
ia p
ipes
R
M
150
c c
200m
m d
ia p
ipes
R
M
150
d
d
250m
m d
ia p
ipes
R
M
50
e e
300m
m d
ia p
ipes
R
M
50
233
2223
P
rovid
ing a
nd f
ixin
g E
lect
ric
oper
ated
dry
er o
f ap
pro
ved
mar
k w
ith
all
fitt
ings
incl
udin
g t
esti
ng a
nd h
andin
g o
ver
In
full
y o
per
atin
g
condit
ion a
ll c
om
ple
te a
s per
spec
ific
atio
n
EA
CH
10
2300 S
TR
UC
TU
RA
L S
TE
EL
S
tru
ctu
ral
steel
w
ork
s in
clu
din
g
all
la
bou
r,
mate
rial,
eq
uip
men
ts,
tran
sport
ati
on
, h
an
dli
ng e
tc.
at
an
y l
evel
as
per
sp
ecif
icati
on
, d
raw
ings
an
d a
s d
irec
ted
by e
ngin
eer
- in
- c
ha
rge.
234
2301
F
ab
rica
tion
an
d e
rect
ion
of
stru
ctu
ral
stee
l w
ith m
ild s
teel
roll
ed
sect
ion
/ buil
t up
sect
ion
/ co
mbin
atio
n
of
bo
th
confo
rmin
g
to
IS:2
062,
pip
es c
onfo
rmin
g t
o I
S:1
161/
IS:1
239,
cheq
uer
ed p
late
confo
rmin
g
to
IS:
305
2,
mil
d
stee
l ro
un
ds,
m
on
ora
ils,
st
ay
s,
safe
ty c
hain
s, l
ad
der
s, M
S g
rati
ng,
gri
ll e
tc.
in c
olu
mns,
bea
ms,
gan
try g
ird
ers,
bunker
s, s
ilos,
hopper
s, r
oof
truss
es,
port
als,
lac
ed
purl
ins,
sp
ace
fram
es,
han
ger
s,
stru
ts,
mo
nora
ils,
gal
leri
es,
stif
fener
s, w
all
bea
ms,
sh
eeti
ng ru
nn
ers,
bra
cket
s, st
ub co
lum
ns,
bra
cin
gs,
cle
ats,
tre
stle
s, b
ase
pla
tes,
spli
ce p
late
s, c
heq
uer
ed p
late
floori
ng,
dec
kin
g a
nd s
eal
pla
tes,
ste
el f
ram
e gri
d o
ver
fal
se c
eili
ng,
wal
kw
ay p
latf
orm
s, l
add
ers,
sta
irs,
str
inger
s, t
read
s, l
andin
gs,
han
d-
rail
s et
c in
cludin
g c
onn
ecti
on
des
ign &
pre
par
atio
n o
f f
abri
cati
on
drg
s,
coll
ecti
on
of
stee
l fr
om
st
ore
s,
fab
rica
tion,
stra
ighte
nin
g,
cutt
ing,
ben
din
g,
roll
ing,
gri
ndin
g,
mac
hin
ing,
dri
llin
g,
wel
din
g,
MT
18,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
elec
trodes
and o
ther
con
sum
able
s, a
lignm
ent,
ere
ctio
n b
olt
s &
nuts
(wei
ght
of
erec
tion b
olt
s, n
uts
and w
elds
not
pay
able
), a
ssem
bly
,
edge
pre
par
atio
n,
pre
hea
ting
(min
pre
hea
t an
d
inte
rpas
s
tem
per
ature
of
20o C
for
wel
din
g o
ver
20 m
m a
nd u
pto
40 m
m &
66o C
for
wel
din
g o
ver
40 m
m a
nd u
pto
63 m
m &
110o C
for
thic
knes
s over
63
mm
&
use
of
low
h
ydro
gen
/ ra
dio
gen
ic
elec
trodes
), p
ost
hea
ting,
test
ing o
f w
elder
s, i
nsp
ecti
on o
f w
elds,
vis
ual
insp
ecti
on,
nondes
truct
ive
and s
pec
ial
test
ing,
rect
ific
atio
n
and c
orr
ecti
on o
f def
ecti
ve
wel
din
g w
ork
s, p
roduct
ion t
est
pla
te,
insp
ecti
on a
nd t
esti
ng,
erec
tion s
chem
e, p
rote
ctio
n a
gai
nst
dam
age
in
tran
sit,
st
abil
ity
of
stru
cture
s,
inst
alla
tion
of
tem
pora
ry
stru
cture
s,
sett
ing
colu
mn
bas
es,
surf
ace
pre
par
atio
n
by
man
ual
/mec
han
ical
cl
eanin
g,t
ouch
-up
pai
nti
ng,
rect
ific
atio
n,
dis
man
tlin
g
and
rem
oval
o
f al
l te
mpora
ry
stru
cture
s (w
eight
of
tem
pora
ry s
truct
ure
s not
pay
able
), r
eturn
of
surp
lus
/ w
aste
ste
el
mat
eria
ls
to
store
et
c al
l co
mple
te.
Incl
udin
g
det
ail
pre
par
atio
n
fabri
cati
on
dra
win
g,
appro
ved
b
y
Ow
ner
al
l co
mple
te
as
per
spec
ific
atio
n
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
235
2302A
E
xtr
a over
ST
NO
. 2301
fo
r sh
ot
bla
st c
lean
ing o
f st
eel
stru
cture
s
to nea
r w
hit
e m
etal
su
rfac
e (S
a 2 1/2
) an
d ap
ply
ing se
lf-c
uri
ng
Ino
rgan
ic Z
inc
sili
cate
pri
mer
(S
oli
d b
y V
olu
me
Min
imum
60%
)
in c
oat
s (o
ne
or
more
co
at)
of
min
imum
Tota
l D
FT
75
mic
ron f
or
inte
rior
stru
cture
by a
irle
ss s
pra
y t
echniq
ue,
inst
ead o
f pri
mer
coat
of
chlo
rinat
ed
rubber
bas
ed
zinc
Phosp
hat
e P
rim
er,
incl
udin
g
touch
-up p
ainti
ng e
tc. al
l co
mple
te.
MT
12,0
00
236
2302B
E
xtr
a over
ST
NO
. 2301
fo
r sh
ot
bla
st c
lean
ing o
f st
eel
stru
cture
s
to n
ear
whit
e m
etal
surf
ace
(Sa
2 1
/2 )
and a
pply
ing s
elf-
curi
ng
Ino
rgan
ic Z
inc
sili
cate
pri
mer
(S
oli
d b
y V
olu
me
Min
imum
60%
)
in c
oat
s (o
ne
or
more
co
at)
of
min
imum
Tota
l D
FT
100 m
icro
n f
or
exte
rior
stru
cture
b
y a
irle
ss s
pra
y t
echniq
ue,
inst
ead o
f pri
mer
coat
of
chlo
rinat
ed
rubber
bas
ed
zinc
Phosp
hat
e P
rim
er,
incl
udin
g
touch
-up p
ainti
ng e
tc a
ll c
om
ple
te.
MT
500
237
2304A
P
rovid
ing a
nd
apply
ing i
nte
rmed
iate
coat
of
min
75 m
icro
n D
FT
of
Poly
amid
e C
ure
d p
igm
ente
d T
itan
ium
Dio
xid
e or
Mic
aceo
us
Iron
ox
ide
Epox
y b
ased
pai
nt
by A
irle
ss s
pra
y t
echniq
ue
and
fin
ish c
oat
of
75 m
icro
ns
wit
h p
oly
am
ide
cure
d c
olo
ur
pig
men
ted e
pox
y b
ased
pai
nt
(soli
d b
y v
olu
me
min
imum
60%
) of
appro
ved
qual
ity,
colo
ur
and s
had
e b
y b
rush
or
spra
y t
echniq
ue
incl
udin
g f
inal
fin
ish
coat
of
min
25 m
icro
n D
FT
of
Poly
ure
than
e bas
ed c
olo
r pig
men
ted P
aint
(Soli
d b
y v
olu
me
40%
), i
ncl
udin
g t
ouch
up p
aint
of
all
coat
s as
per
spec
ific
atio
n,
clea
nin
g,
scaf
fold
ing
etc
all
com
ple
te
for
inte
rnal
stru
cture
s.
MT
12,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
238
2304B
P
rovid
ing a
nd a
pply
ing i
nte
rmed
iate
co
at o
f m
in 1
00 m
icro
n D
FT
of
Poly
amid
e C
ure
d pig
men
ted T
itan
ium
D
ioxid
e or
Mic
aceo
us
Iron o
xid
e E
pox
y b
ased
pai
nt
by A
irle
ss s
pra
y t
echniq
ue
and
fin
ish
coat
of
75
mic
rons
wit
h
poly
am
ide
cure
d
colo
ur
pig
men
ted
epoxy b
ase
d p
ain
t (s
oli
d b
y v
olu
me
min
imum
60%
) of
appro
ved
qual
ity,
colo
ur
and s
had
e b
y b
rush
or
spra
y t
echniq
ue
incl
udin
g
final
fin
ish c
oat
of
min
25 m
icro
n D
FT
of
Poly
ure
than
e bas
ed c
olo
r
pig
men
ted P
aint
(Soli
d b
y v
olu
me
40%
), i
ncl
udin
g t
ou
ch u
p p
aint
of
all
coat
s as
per
sp
ecif
icat
ion,
clea
nin
g,
scaf
fold
ing
etc
all
com
ple
te f
or
exte
rnal
str
uct
ure
s.
MT
12,0
00
239
2306
P
rovid
ing,
layin
g a
nd c
lam
pin
g o
f cra
ne
rail
s over
the
cran
e gir
der
at
all
elev
atio
ns
as
per
IS
3443
incl
udin
g
all
fix
ture
s,
clam
ps,
test
ings
etc.
all
com
ple
te a
s per
dra
win
g a
nd s
pec
ific
atio
n.
MT
50
240
2307A
S
upply
ing,
erec
tion a
nd a
lignm
ent
of
fact
ory
ma
de
ele
ctro
forg
ed
mil
d st
eel
galv
an
ized
gra
tin
gs
wit
h m
inim
um
gal
van
izat
ion of
610
gm
s/m
2
confo
rmin
g
to
Gra
de
'A'
of
IS:
2062
in
floori
ng,
pla
tform
s, d
rain
s an
d t
ranch
es,
wal
kw
ay,
pas
sages
, st
airc
ase,
wit
h
edge
bin
din
g s
trip
s an
d s
kid
s nosi
ng i
n t
read
s et
c, i
ncl
udin
g s
urf
ace
pre
par
atio
n w
ith b
last
cle
anin
g t
o S
A -
2 1
/2 f
inis
h,
fix
er c
lam
ps
all
tax
es duti
es,
pac
kin
g,
tran
sport
atio
n,
gri
ndin
g,
dri
llin
g,
wel
din
g,
bin
din
g s
trip
s et
c, a
ll c
om
ple
te a
s per
spec
ific
atio
n.
i i
For
40m
m t
hic
k
MT
50
ii
ii
For
32m
m t
hic
k
MT
20
241
2309
E
xtr
a over
above
ST
NO
. 2301 f
or
fin
ish
ing t
he
gra
tin
g/l
ad
der
s
un
its
wit
h
hot
dip
ped
gal
van
izat
ion
@
610
gm
/sqm
over
bla
st
clea
ned
ste
el s
urf
aces
inst
ead o
f pai
nti
ng w
ith C
hlo
rinat
ed r
ubber
bas
ed p
rim
er p
rim
er a
ll c
om
ple
te.
MT
10
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
242
2310
P
rovid
ing a
nd f
ixin
g i
n p
osi
tion o
f p
erm
an
ent
mil
d st
eel
b
olt
s
(cla
ss 4
.6 a
s p
er I
S :
1367
an
d g
rad
e `C
' as
per
IS
: 1363)
and
nuts
, w
asher
s et
c. u
p t
o a
nd i
ncl
usi
ve
of
39 m
m d
iam
eter
and u
p t
o
300m
m l
ong f
or
stru
ctura
l st
eel
work
etc
. al
l co
mple
te.
Quin
tal
500
243
2311
P
rovid
ing
an
d
fixin
g
in
posi
tin
g
of
hig
h
stre
ngth
st
ruct
ura
l
bolt
s (o
f pro
per
ty c
lass
8.8
and p
roduct
gra
de
`C' as
per
IS
: 1
367)
and c
onfo
rmin
g t
o I
S:
3757 a
nd h
igh s
tren
gth
str
uct
ura
l har
den
ed
and
tem
per
ed
nuts
(o
f p
roper
ty
clas
s `8
' as
per
IS
: 1367
)
confo
rmin
g t
o I
S:
6623
wit
h h
arden
ed a
nd t
emper
ed w
asher
s as
per
IS:
6649
etc
. up
to a
nd i
ncl
usi
ve
of
39
mm
dia
met
er a
nd u
pto
30
0
mm
long f
or
stru
ctura
l st
eel
work
etc
. al
l co
mple
te.
Quin
tal
1,2
50
244
2312
D
ism
an
tlin
g o
f st
eel
stru
ctu
re,
low
erin
g o
f m
ater
ial
and c
arri
age
of
the
dis
man
tled
mat
eria
l up t
o f
ield
fab
rica
tion s
hop /
pro
ject
s
stora
ge
incl
udin
g
tem
pora
ry
dis
man
tlin
g,
cutt
ing,
re-w
eldin
g,
support
ing,
and
rest
ori
ng
to
corr
ect
posi
tion
all
tem
pora
rily
dis
man
tled
m
ember
s,
re-a
lignm
ent
of
all
adja
cent
connec
ted
mem
ber
s to
th
eir
corr
ect
posi
tions
( w
eight
of
such
ad
jace
nt
mem
ber
s an
d
tem
pora
rily
dis
man
tled
m
ember
s not
pay
able
),
scaf
fold
ing,
stag
ing,
tools
&
ta
ckle
s,
gas
cu
ttin
g,
wel
din
g,
consu
mab
les
etc
all
com
ple
te.
MT
150
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
245
2313
A
ddit
ion
to,
alte
rati
ons
in
and/o
r m
odif
icat
ion
of
"E
rect
ion
Mark
s"
incl
udin
g
cutt
ing
of
par
ts,
gau
gin
g
of
wel
ds,
cu
ttin
g,
gri
ndin
g,
fabri
cati
on,
wel
din
g,
dri
llin
g
hole
s,
stra
ighte
nin
g,
rem
oval
of
ben
ds,
ra
isin
g
to
the
requir
ed
level
, p
ainti
ng,
tran
sport
atio
n,
retu
rn o
f unuti
lize
d s
teel
pie
ces
to t
he
pro
ject
sto
re,
tem
pora
rily
dis
man
tlin
g,
cutt
ing,
re-w
eldin
g,
support
ing
and
rest
ori
ng
to
corr
ect
posi
tion
of
all
the
tem
pora
rily
dis
man
tled
mem
ber
s, r
eali
gnm
ent
of
adja
cent
connec
ted m
ember
s (w
eight
of
such
tem
pora
rily
dis
man
tled
and a
dja
cent
mem
ber
s not
pay
able
) et
c
all
com
ple
te f
or
the
foll
ow
ing:
a a
In e
rect
ed p
osi
tion
M
T
25
b
b
In f
abri
cati
on y
ard
M
T
50
246
2314
R
e-ere
cti
on
of
dis
man
tled
fab
rica
ted
str
uct
ura
l st
eel
mem
ber
s
incl
udin
g
carr
iage
of
mod
ifie
d "E
rect
ion M
arks"
fr
om
th
e fi
eld
fabri
cati
on
shop
to
erec
tion
site
, li
ftin
g
to
requir
ed
posi
tion,
alig
nin
g
in
posi
tion,
tack
w
eldin
g,
fin
al
wel
din
g
and
touch
up
pai
nti
ng
incl
udin
g
tem
pora
ry
dis
man
tlin
g
and
re-e
rect
ion
of
tem
pora
rily
dis
man
tled
m
ember
s,
cutt
ing,
rew
eldin
g,
support
ing
and r
esto
rin
g t
o t
he
corr
ect
posi
tion o
f al
l te
mpo
rari
ly d
ism
antl
ed
mem
ber
s, r
e-al
ignm
ent
of
adja
cent
connec
ted m
ember
s(w
eight
of
such
tem
pora
rily
dis
man
tled
mem
ber
s an
d a
dja
cent
mem
ber
s not
pay
able
), s
caff
old
ing,
stag
ing,
tools
& t
ackle
s, g
as c
utt
ing,
wel
din
g,
consu
mab
les
etc
all
com
ple
te.
MT
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
247
2316A
S
upply
, fa
bri
cati
on a
nd e
rect
ion o
f m
inim
um
4 m
m t
hic
k s
tain
less
stee
l li
ner
of
gra
de
SS
-304;
Fin
ish
Gra
de
2B
(C
old
ro
lled
,
Annea
led &
P
ickle
d an
d S
kin
pas
sed)
on M
.S.
pla
te fo
r in
side
surf
aces
of
hopper
& m
outh
of
hopper
of
bunk
ers
incl
udin
g f
ixin
g
wit
h s
tain
less
ste
el s
tuds,
bolt
ing (
incl
udin
g c
oun
ters
unk),
wel
din
g
wit
h e
lect
rode
clas
sifi
cati
on E
308L
fo
r w
eldin
g o
f st
ainle
ss s
teel
to
stai
nle
ss st
eel
and E
309
fo
r st
ainle
ss st
eel
to m
ild st
eel
etc.
al
l
com
ple
te.
MT
63
248
2317
P
rovid
ing a
nd
fix
ing i
n p
osi
tion P
TF
E t
yp
e sl
idin
g b
eari
ngs
of
repute
d
man
ufa
cture
r,
indiv
idual
bea
rin
g
suit
able
fo
r re
quir
ed
ver
tica
l lo
ads
as p
er t
he
const
ruct
ion d
raw
ings
and f
or
max
imum
dis
pla
cem
ent
of
±50 m
m i
ncl
udin
g a
ll t
axes
, duti
es,
tran
sport
atio
n,
inst
alla
tion,
dri
llin
g,
bolt
ing,
erec
ting,
alig
nin
g e
tc a
ll c
om
ple
te f
or
foll
ow
ing v
erti
cal
load
s.
a a
20 T
ons
EA
CH
10
b
b
25 T
ons
EA
CH
20
c c
40 T
ons
EA
CH
10
d
d
50 T
ons
EA
CH
10
e e
60 T
ons
EA
CH
10
f f
80 T
ons
EA
CH
10
g
g
100 T
ons
EA
CH
10
h
h
120 T
ons
EA
CH
10
249
2318
P
rovid
ing a
nd
fix
ing f
lex
ible
open
ended
bel
low
str
ap
of
neo
pre
ne
of
min
imum
thic
knes
s 2 m
m a
nd m
inim
um
wid
th 2
00 m
m w
ith
alum
inum
st
ripped
ed
ges
as
se
alin
g
bel
ow
to
p
of
bunker
an
d
bott
om
of
trip
per
flo
or
to a
void
the
coal
dust
nuis
ance
all
com
ple
te.
RM
275
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
250
2319
S
upply
, fa
bri
cati
on a
nd f
ixin
g o
f st
ain
less
ste
el p
ipe
han
d r
ail
ing
of
32 m
m/4
0 m
m d
ia i
ncl
udin
g t
ransp
ort
atio
n,
load
ing/u
nlo
adin
g
etc.
all
com
ple
te..
M
T
5
251
2320
S
upply
, fa
bri
cati
on
and
fi
xin
g
of
GI
pip
e h
an
d
rail
ing
of
32
mm
/40
mm
dia
(M
ediu
m
Gra
de)
in
cludin
g
tran
sport
atio
n,
load
ing/u
nlo
adin
g, pai
nti
ng e
tc. al
l co
mple
te..
i ii
1000m
m h
igh
M
T
40
ii
iii
1200m
m h
igh
M
T
10
252
2321
C
onduct
ing
rad
iogra
ph
y
test
on
w
eld
s w
her
ever
sp
ecif
ied
incl
udin
g e
quip
men
t’s,
mea
suri
ng d
evic
es,
gau
ges
, te
st r
eport
etc
.
all
com
ple
te.
RM
200
253
2322
C
onduct
ing u
ltra
son
ic t
est
on
wel
ds
wher
ever
spec
ifie
d i
ncl
udin
g
equip
men
ts,
mea
suri
ng
dev
ices
, gau
ges
, te
st
report
et
c.
all
com
ple
te.
RM
200
254
2323
C
onduct
ing u
ltra
son
ic t
est
on
ste
el p
late
s as
per
AS
TM
-A435 o
r
equiv
alen
t w
her
ever
sp
ecif
ied
incl
udin
g
equip
men
t’s,
m
easu
rin
g
dev
ices
, gau
ges
, te
st r
epo
rt e
tc. al
l co
mple
te.
SQ
M
80
255
2324
C
onduct
ing m
agn
etic
p
art
icle
te
st o
n w
eld
s w
her
ever
spec
ifie
d
incl
udin
g e
quip
men
ts,
mea
suri
ng d
evic
es,
gau
ges
, te
st r
epo
rt e
tc.
all
com
ple
te.
RM
75
256
2325
C
onduct
ing d
ye
pen
etra
tion
tes
t on
wel
ds
wher
ever
spec
ifie
d b
y
the
engin
eer
incl
udin
g
pro
vis
ion
of
nec
essa
ry
equip
men
ts,
mea
suri
ng d
evic
es,
gau
ges
etc
. al
l co
mple
te (
ov
er a
nd a
bove
the
work
alr
ead
y s
pec
ifie
d i
n t
he
spec
ific
atio
ns.
)
RM
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
2500 P
ILIN
G W
OR
KS
257
2503
In
stal
lati
on o
f b
ore
d
cast
-in-s
itu R
CC
ver
tica
l pil
e a
s p
er I
S 2
911
(Par
t 1 S
ec 2
) w
ith
dia
met
er an
d l
ength
as
spec
ifie
d (
len
gth
to
b
e
mea
sure
d fr
om
pil
e cu
t-off
le
vel
to
th
e bott
om
of
pil
e) usi
ng
des
ign m
ix c
emen
t co
ncr
ete
gra
de
M25 c
onfo
rmin
g t
o I
S:4
56 w
ith
20 m
m n
om
inal
siz
e st
one
aggre
gat
es w
ith
a m
inim
um
ce
men
t
conte
nt
of
400K
g p
er c
um
of
concr
ete
or
as p
er s
pec
in
cludin
g
pro
vid
ing a
ll m
ater
ials
(b
ut
excl
udin
g r
einfo
rcem
ent
stee
l fo
r w
hic
h
mea
sure
men
t/
paym
ent
shal
l be
mad
e se
par
atel
y
under
it
em
no
402A
), m
obil
isat
ion o
f hyd
rauli
c ro
tary
pil
ing r
igs
and a
cces
sori
es
capab
le o
f pil
e bori
ng/d
rill
ing i
n
all
typ
es
of
soil
, pro
vid
ing
ben
tonit
e s
lurr
y
and/o
r c
asin
g
for
sta
bil
izat
ion
of
pil
e bore
,
flush
ing of
pil
e bo
re (e
nsu
red b
y ai
rlif
t te
chniq
ue)
, cl
eanin
g,
pro
vid
ing p
last
iciz
er w
her
ever
re
quir
ed,
bre
akin
g p
ile
hea
d t
o c
ut
off
lev
el a
nd
ex
posi
ng p
ile
rein
forc
emen
t fo
r em
bed
men
t in
pil
e
cap
etc
incl
udin
g e
mpty
bori
ng
from
gro
und l
evel
to
pil
e cu
toff
level
etc
all
co
mple
te
as
per
sp
ecif
icat
ion,
dra
win
g
and
as
dir
ecte
d b
y th
e e
ngin
eer-
in-c
har
ge
for
the
foll
ow
ing.
a c
Pil
e w
ith 6
00 m
m d
iam
eter
and 2
3 m
len
gth
bel
ow
cut
off
lev
el a
s
per
spec
. E
ach
1,1
00
b
d
Pil
e w
ith 7
60 m
m d
iam
eter
an
d 2
5 m
len
gth
bel
ow
cut
off
lev
el a
s
per
spec
. E
ach
1,1
50
258
2504
E
xtr
a over
ST
. N
o.
2503 f
or
pil
e le
ngth
more
than
the
spec
ifie
d
length
bel
ow
cut
off
lev
el f
or
the
foll
ow
ing.
a c
For
600 m
m d
iam
eter
pil
e o
f 23m
len
gth
R
m
500
b
d
For
760 m
m d
iam
eter
pil
e o
f 25m
len
gth
R
m
500
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 7
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
259
2507A
C
onduct
ing i
nit
ial
load
tes
t of
min
imum
te
st l
oad
of
3 t
imes
the
safe
load
cap
acit
y
(up t
o f
ailu
re o
f pil
e) o
n s
ingle
pil
e as
spec
ifie
d
in a
ccord
ance
wit
h I
S 2
911 (
Par
t-4)
incl
udin
g p
repar
atio
n o
f pil
e
hea
d f
or
test
ing,
nec
essa
ry e
xca
vat
ion,
all
arra
ngem
ents
of
load
ing,
unlo
adin
g,
test
equip
men
ts/a
cces
sori
es,
jack
s, r
ecord
ing o
f re
sult
s,
labour,
su
bm
issi
on
of
test
re
po
rt
but
excl
udin
g
the
cost
o
f
inst
alla
tion o
f pil
e (i
nst
alla
tion o
f pil
e sh
all
be
pai
d s
epar
atel
y)
etc
all
com
ple
te
as
per
sp
ecif
icat
ion,
dra
win
g
and
as
dir
ecte
d
by
engin
eer
in-c
har
ge
for
the
foll
ow
ing.
a
a
For
ver
tica
l co
mp
res
sion
tes
t b
y c
ycl
ic l
oad
met
hod
i ii
i F
or
600 m
m d
iam
eter
pil
e E
ach
4
ii
iv
For
760 m
m d
iam
eter
pil
e E
ach
3
b
b
For
late
ral
load
tes
t
i ii
i F
or
600 m
m d
iam
eter
pil
e E
ach
4
ii
iv
For
760 m
m d
iam
eter
pil
e E
ach
3
c c
For
ten
sion
/up
lift
tes
t
i ii
i F
or
600 m
m d
iam
eter
pil
e E
ach
4
ii
iv
For
760 m
m d
iam
eter
pil
e E
ach
3
260
2508
C
on
duct
ing ro
uti
ne
load
te
st on si
ngle
jo
b pil
e as
sp
ecif
ied in
acco
rdan
ce w
ith IS
2911 (P
art-
4)
in
cludin
g pre
par
atio
n of
pil
e
hea
d f
or
test
ing,
nec
essa
ry e
xca
vat
ion,
pro
vid
ing a
ll a
rran
gem
ents
of
load
ing,
unlo
adin
g,
test
eq
uip
men
ts/a
cces
sori
es,
jack
s,
reco
rdin
g
of
resu
lts,
la
bour,
su
bm
issi
on
of
test
re
port
et
c but
excl
udin
g
the
cost
of
inst
alla
tion
of
job
pil
e
com
ple
te
as
per
spec
ific
atio
n,
dra
win
g
and a
s d
irec
ted
by
the
engin
eer-
in-c
har
ge
for
the
foll
ow
ing.
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
a
a
For
ver
tica
l co
mp
res
sion
tes
t b
y m
ain
tain
ed l
oad
meth
od
i ii
i F
or
600 m
m d
iam
eter
pil
e E
ach
8
ii
iv
For
760 m
m d
iam
eter
pil
e E
ach
6
b
b
For
late
ral
load
tes
t
i ii
i F
or
600 m
m d
iam
eter
pil
e E
ach
8
ii
iv
For
760 m
m d
iam
eter
pil
e E
ach
6
261
2509a
Car
ryin
g o
ut
pil
e L
ow
str
ain i
nte
gri
ty t
est
on
600m
m/7
60m
m
dia
met
er
pil
e in
cludin
g
all
arra
ngem
ents
fo
r te
st,
equip
men
ts/a
cces
sori
es,
mat
eria
ls,
labour,
subm
issi
on o
f te
st r
eport
etc
but
excl
udin
g t
he
cost
of
inst
alla
tion o
f jo
b p
ile
all
com
ple
te a
s
per
spec
ific
atio
n a
nd a
s d
irec
ted b
y th
e e
ngin
eer-
in-c
har
ge.
Eac
h
2,2
50
262
2510
B
reak
ing o
f pil
e (o
r pil
e C
ap)
up
to r
equir
ed c
uto
ff l
evel
du
e to
subse
quen
t ch
ange
of
cuto
ff l
evel
, fo
r al
l el
evat
ions,
incl
udin
g c
ost
of
all
labour,
m
ater
ial,
pla
nts
, eq
uip
men
t,
han
dli
ng,
lift
ing,
bre
akin
g/c
hip
pin
g
of
concr
ete,
cu
ttin
g
and
ben
din
g
of
rein
forc
emen
t, e
tc., c
arri
age
and d
ispo
sal
of
unse
rvic
eable
mat
eria
l
up t
o a
lea
d o
f 5 K
m.
bey
ond t
he
pla
nt
boundar
y o
r as
dir
ecte
d b
y
Engin
eer,
et
c.,
all
com
ple
te
as
per
sp
ecif
icat
ion,
dra
win
gs,
inst
ruct
ion o
f th
e E
ngin
eer.
Cu. M
12
263
2511
M
akin
g 1
00 m
m n
om
inal
dia
met
er b
ore
hole
s at
var
ious
loca
tions
in a
ll t
yp
e of
soil
s/ w
eath
ered
ro
ck/l
ater
ite,
pro
vid
ing c
asin
g p
ipe
as
requir
ed
or
as
dir
ecte
d
per
form
ing
stan
dar
d
pen
etra
tion
Tes
t at
ever
y
3m
in
terv
al,
and
bac
kfi
llin
g
the
sam
e on
com
ple
tion
incl
udin
g a
ll l
abour,
mat
eria
ls,
equip
men
t han
dli
ng,
tran
sport
atio
n,
test
ing a
ll c
om
ple
te a
s p
er d
raw
ings,
spec
ific
atio
ns
and i
nst
ruct
ions
of
the
En
gin
eer.
R.M
. 1,0
00
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
264
2512
C
onduct
ing
routi
ne
ver
tica
l lo
ad
test
fo
r 1.5
ti
mes
sa
fe
load
carr
yin
g c
apac
ity b
y m
eans
of
Hig
h S
trai
n D
ynam
ic T
est
incl
udin
g
pro
vis
ion
and
erec
tio
n
of
cran
e-h
amm
er-d
rop
mec
han
ism
,
acce
lera
tion a
nd d
ispla
cem
ent/
vel
oci
ty t
ransd
uce
rs t
o r
ecord
both
forc
e an
d
vel
oci
ty
and
in
cludin
g
exca
vat
ion,
dew
ater
ing,
pre
par
atio
n of
pil
e hea
d in
cludin
g buil
din
g up
of
pil
e, ad
dit
ion
rein
forc
emen
t if
an
y
etc.
al
l co
mple
te
as
per
ap
pro
ved
met
hod(A
ST
M D
4945
-989),
spec
ific
atio
ns
and i
nst
ruct
ions
of
the
Engin
eer
for
pil
es o
f fo
llow
ing d
iam
eter
and l
ength
.
i ii
i F
or
600 m
m d
iam
eter
pil
e E
ach
10
ii
iv
For
760 m
m d
iam
eter
pil
e E
ach
6
2600 G
RE
EN
BU
ILD
ING
WO
RK
S
265
2601
A
rchit
ectu
ral
& p
lannin
g a
nd i
ts d
raw
ing,
model
ing,
day l
ighti
ng
sim
ula
tion
&
anal
ysi
s as
per
G
reen
B
uil
din
g
EC
BC
guid
elin
es/t
echnic
al
spec
al
l co
mple
te
(incl
udin
g
app
roval
fr
om
ow
ner
) .
Eac
h
1
266
2602
E
xtr
a over
ite
m n
o.
2601 f
or
acquir
ing c
erti
fica
te o
f gre
en r
atin
g/
obta
inin
g G
RIH
A r
atin
g.
Eac
h
1
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
2700 C
HIM
NE
Y
A
C
IVIL
WO
RK
S
267
1
Ear
th
work
in
ex
cavati
on
in
all
typ
es o
f so
il
incl
udin
g m
ooru
m,
ash
whic
h c
an b
e ex
cavat
ed b
y a
ny m
eans
incl
udin
g s
etti
ng o
ut,
level
ling,
dew
ater
ing (b
ut
excl
udin
g sp
ecia
l ty
pe
of
dew
ater
ing
viz
. w
ell
poin
t m
ethod)
concr
ete
cast
ing a
nd b
ackfi
llin
g c
om
ple
te,
shori
ng
&
st
rutt
ing
(wher
ever
re
quir
ed),
d
ress
ing
the
sides
&
bott
om
, al
l li
fts,
ra
mm
ing/c
om
pac
tin
g
the
exca
vat
ed
bott
om
,
stac
kin
g,
dis
po
sal
of
surp
lus
exca
vat
ed m
ater
ials
w
ithin
a l
ead
upto
500 m
, sp
read
ing/l
evel
ling o
f dis
po
sed
mat
eria
ls e
tc a
ll c
om
ple
te
for
foll
ow
ing
dep
ths
bel
ow
gro
und
level
in
cludin
g
nec
essa
ry
men
/wom
en,
mat
eria
ls,
equip
men
t,
load
ing,
tran
sport
atio
n,
unlo
adin
g e
tc a
s p
er
spec
ific
atio
n,
dra
win
g
and
as d
irec
ted b
y
engin
eer-
in-c
har
ge
a a
Dep
th f
rom
gro
und l
evel
but
not
exce
edin
g
2 m
cu
m
4,6
75
b
b
Dep
th e
xce
edin
g 2 m
bu
t n
ot
ex
ceed
ing 4
m
cum
4,0
14
c c
Dep
th e
xce
edin
g 4 m
bu
t n
ot
ex
ceed
ing 6
m
cum
2,9
63
d
d
Dep
th e
xce
edin
g 6 m
bu
t n
ot
ex
ceed
ing 8
m
cum
100
268
2
Ex
tra
over
Ite
m N
o.
1 f
or
dew
ate
rin
g o
f gro
un
d w
ate
r b
y w
ell
poin
t m
eth
od
as
per
IS
975
9.
cum
3,0
00
269
7
Bac
k f
illi
ng u
pto
an
y d
epth
bel
ow
gro
und l
evel
aro
und f
oundat
ions,
pli
nth
s, t
rench
es,
dra
ins
etc
to p
roper
gra
de
and l
evel
in l
ayer
s not
exce
edin
g 2
50 m
m
thic
knes
s usi
ng/w
ith
sele
cted
m
ater
ials
fro
m
com
pu
lsori
ly e
xca
vate
d
soil
av
aila
ble
wit
hin
a l
ead u
pto
500m
and
com
pac
ted
as
spec
ifie
d
incl
udin
g
re-e
xca
vat
ion
of
stac
ked
eart
h,
wat
erin
g,
ram
min
g/c
om
pac
tion
by
man
ual
/mec
han
ical
mea
ns,
dre
ssin
g
etc
all
com
ple
te.f
or
the
foll
ow
ing
incl
udin
g
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
nec
essa
ry
men
/wom
en,
mat
eria
ls,
equip
men
t,
load
ing,
tran
sport
atio
n,
unlo
adin
g e
tc a
s p
er
spec
ific
atio
n,
dra
win
g
and
as
dir
ecte
d b
y e
ngin
eer-
in-c
har
ge.
a b
Eac
h l
ayer
com
pac
ted s
o a
s to
ach
iev
e at
lea
st 9
0%
max
imum
dry
den
sity
as
per
IS
-2720 (
Par
t-V
II)
cum
5,6
99
b
d
Eac
h l
ayer
com
pac
ted s
o a
s to
ach
ieve
at l
east
75%
rel
ativ
e den
sity
as p
er I
S-2
720 p
art
XIV
in c
ase
of
sand
y s
oil
s.
cum
50
270
9
Ex
tra
over
it
em
No.
1
and
3
to
7
for
carr
iage
of
exca
va
ted
eart
h/s
elec
ted
mate
rials
fo
r ev
ery 1
km
or
part
ther
eof
beyond a
n
init
ial
lead
of
500m
.
cum
6,1
00
271
11
S
upply
ing
and
fil
ling
sand u
pto
an
y d
epth
bel
ow
gra
de
slab
,
around f
oundat
ions,
etc
. in
lay
ers
not
exce
edin
g 2
50 m
m
thic
knes
s
and c
om
pac
ted s
o a
s to
ach
ieve
at l
east
80
% r
elat
ive
den
sity
as
per
IS-2
720
(Par
t-X
IV)
incl
udin
g
spre
adin
g,
wat
erin
g,
ram
min
g/c
om
pac
tion
by
man
ual
/
mec
han
ical
m
eans,
dre
ssin
g,
royal
ty (
if a
ny)
etc.
all
com
ple
te i
ncl
udin
g n
eces
sary
men
/wom
en,
mat
eria
ls,
equip
men
t, l
oad
ing,
tran
sport
atio
n,
unlo
adin
g e
tc a
s p
er
spec
ific
atio
n, dra
win
g an
d
as d
irec
ted b
y e
ngin
eer-
in
-ch
arge.
cum
265
272
12
S
upply
ing an
d la
yin
g (i
nsi
de
ch
imney
in
th
e sp
ace
bel
ow
th
e
gra
de
lev
el
slab
) cru
shed
rock
(6
3m
m d
ow
n g
raded
) an
d s
and
fill
in l
ayer
s n
o m
ore
than
150
mm
th
ick
eac
h
and t
horo
ughly
com
pac
ted
by c
om
pac
ting
equip
men
t an
d b
y
wat
er
fl
oodin
g t
o
achie
ve
max
imum
den
sity
for
all
lea
ds
and l
ifts
in
cludin
g
all
labour,
m
ater
ials
, e
quip
men
t e
tc.
com
ple
te
as
per
d
raw
ings,
spec
ific
atio
ns
and d
irec
tions
of
the
E
ngin
eer.
cum
608
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
273
13
P
rovid
ing
an
d
layin
g
N
om
inal
M
ix
pla
in
cem
ent
con
cret
e
(1:3
:6)
M10 w
ith g
raded
aggre
gat
e (w
ith m
axim
um
siz
e of
coar
se
aggre
gat
e not
ex
ceed
ing 4
0 m
m)
at a
ll l
evel
s fo
r al
l k
inds
of
work
lik
e m
ass
co
ncr
ete,
le
an
con
cret
e,
mu
dm
at,
fi
llin
g
etc
.
incl
udin
g
labour,
m
ater
ials
, eq
uip
men
t,
han
dli
ng,
tran
sport
ing,
bat
chin
g,
curi
ng,
test
ing
etc.
al
l co
mple
te
as
per
sp
ecif
icat
ions,
dra
win
gs
and i
nst
ruct
ion
s of
the
En
gin
eer.
cum
203
274
14
P
rovid
ing
and
layin
g
des
ign
m
ix
cem
ent
con
cret
e w
ith g
rad
ed
aggre
gat
e (m
axim
um
siz
e of
coar
se a
ggre
gat
e n
ot
ex
ceed
ing
20
mm
)
for
rein
forc
ed
con
cret
e w
ork
at
al
l le
vel
s f
or
all
kin
ds
of
w
ork
, in
cludin
g la
bour,
m
ater
ials
, eq
uip
men
t, han
dli
ng,
tran
sport
ing,
bat
chin
g,
mix
ing,
pla
cin
g,
lev
elli
ng,
com
pac
ting,
curi
ng,
tes
tin
g e
tc.
and
ren
der
ing o
r cl
eanin
g
and f
inis
hin
g t
he
expose
d s
urf
ace
wit
h c
emen
t m
ort
ar (
1:3
) to
giv
e s
mo
oth
and e
ven
surf
ace,
al
l co
mple
te
as
per
spec
ific
atio
ns,
dra
win
gs
an
d
inst
ruct
ions
of
the
Engin
eer,
but
excl
udin
g
all
form
work
an
d
rein
forc
ing s
teel
:
i i
For
all
work
s b
elow
gro
und l
evel
(ex
cept
chim
ney s
hel
l)
a a
Gra
de
M-2
5 (
found
atio
ns,
etc
) cu
m
6,6
42
ii
ii
For
all
oth
er w
ork
s
a a
Gra
de
M-2
0 (
gra
de
lev
el s
lab)
cum
80
b
b
Gra
de
M-3
0 f
or
chim
ney
shel
l, c
orb
els
and e
xte
rnal
pla
tform
s an
d
oth
er s
hel
l at
tach
men
ts.
cum
10,2
81
c d
Gra
de
M-2
5 f
or
all
oth
er c
om
ponen
ts o
f th
e su
per
str
uct
ure
, ro
of
slab
, m
ini
-shel
ls, bea
ms,
colu
mns
wal
l et
c.
cum
10
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
275
15
P
rovid
ing a
nd a
pply
ing t
wo c
oats
of
bit
um
en g
rade
85/2
5 a
s per
IS
702
(
@
1.7
kg/s
qm
) w
ith
1%
an
tist
rippin
g
com
pound
confo
rmin
g
to
IS
6241
in
foundat
ion,
shel
l,
ped
esta
l et
c on
con
cret
e su
rface
s ex
pose
d
to
soil
/
ash
in
cludin
g
surf
ace
pre
par
atio
n e
tc. al
l co
mple
te.
Sqm
1,7
99
276
16
P
rovid
ing
and
pla
cing
rein
forc
em
ent,
for
rei
nfo
rced
con
cret
e
work
, at
all
le
vel
s,
for
all
kin
ds
o
f w
ork
,
in
cludin
g
tran
sport
atio
n,
clea
nin
g,
der
ust
ing,
stra
ighte
nin
g,
cutt
ing,
ben
din
g,
bin
din
g
in
posi
tion
w
ith
annea
led
w
ire
and/o
r w
eldin
g,
pro
vid
ing c
oncr
ete
cover
blo
cks,
pin
s, s
epar
ators
, c
hai
rs,
suppo
rts
for
re
info
rcem
ent,
et
c. w
ith al
l m
ater
ials
, la
bour,
eq
uip
men
t,
han
dli
ng,
t
ransp
ort
ing,
test
ing,
etc.
pre
par
atio
n o
f bar
ben
din
g
sched
ule
s, al
l co
mple
te as
per
sp
ecif
icat
ions,
dra
win
gs
an
d
inst
ruct
ions
of
the
Engin
eer.
i i
For
all
work
s b
elow
gro
und l
evel
(ex
cept
chim
ney s
hel
l)
a a
Hig
h s
tren
gth
def
orm
ed b
ars
of
gra
de
Fe-
500
D c
onfi
rmin
g t
o I
S:
1786.
Mt
730
ii
ii
For
all
oth
er w
ork
s
a b
Hig
h s
tren
gth
def
orm
ed b
ars
of
gra
de
Fe-
500
D c
onfi
rmin
g t
o I
S:
1786.
Mt
1,0
80
277
17
P
rovid
ing
and f
ixin
g
form
work
of
appro
ved
qual
ity f
or
cas
t-in
-
situ
, pla
in o
r re
info
rced
concr
ete
work
s of
any t
ype
and s
ecti
on
(incl
udin
g c
urv
ed s
urf
aces
and c
him
ney
shel
l) f
or
al
l
elev
atio
ns,
incl
udin
g l
abour,
mat
eria
ls,
equip
men
t, w
aste
of
fo
rms,
s
hori
ng,
stru
ttin
g,
scaf
fold
ing,
s
tagin
g,
t
iein
g,
nai
ling,
caulk
ing,
bolt
ing
etc.
and
rem
ov
al
of
form
work
an
d
stag
ing e
tc.
all
com
ple
te a
s
per
sp
ecif
icat
ions,
dra
win
gs
and in
stru
ctio
ns
of
the
Engin
eer.
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
i i
For
all
work
s b
elow
gro
und l
evel
(ex
cept
chim
ney s
hel
l)
Sqm
1,9
93
ii
ii
For
all
oth
er w
ork
s
a a
Inn
er a
nd o
ute
r fa
ces
of
win
d s
hie
ld w
ith s
lip f
orm
shu
tter
ing
Sqm
33,7
17
b
b
All
oth
er c
om
pon
ents
of
the
super
stru
cture
incl
udin
g s
labs,
bea
ms,
colu
mns,
wal
ls,
encl
osu
res,
min
i sh
ells
, ex
tern
al p
latf
orm
s, c
orb
els,
oth
er s
hel
l at
tach
men
ts, ch
ases
/rec
esse
s in
shel
l et
c.
Sqm
1,1
13
278
18
P
rovid
ing
and f
ixin
g
form
work
in
sh
ell
op
en
ings
(ab
ove
0.1
sq.m
surf
ace
are
a)
incl
udin
g
cutt
ing,
form
atio
n
of
shap
es a
nd a
ll
oth
er o
per
atio
ns
requir
ed f
or
mak
ing
the
requir
ed s
hap
e an
d s
ize,
rem
oval
of
form
wo
rk,
al
l co
mple
te as
per
sp
ecif
icat
ions,
dra
win
gs
and in
stru
ctio
ns
of
the
En
gin
eer.
Sqm
138
279
19
P
rovid
ing an
d pla
cin
g in
posi
tion at
al
l le
vel
s, b
uil
din
g p
ap
er
(Kra
ft
pap
er),
as
per
IS
: 1397
, bet
wee
n
concr
ete
surf
aces
incl
udin
g t
he
cost
of
labo
ur,
mat
eria
l, e
tc.
com
ple
te a
s per
dra
win
gs
and i
nst
ruct
ion o
f th
e E
ngin
eer.
Sqm
57
280
20
P
rovid
ing a
nd
inst
alli
ng,
at a
ll l
evel
s, b
itu
men
im
preg
nate
d f
ibre
board
s, 1
2 m
m t
hic
k,
confo
rmin
g t
o I
S:1
838,
as j
oin
t fi
ller
at
join
ts
in c
oncr
ete,
in
cludin
g n
aili
ng,
coat
ing o
f both
fac
es w
ith c
oal
tar
pit
ch/b
itum
en,
incl
udin
g
the
cost
o
f al
l la
bour,
m
ater
ial
and
equip
men
ts
etc.
,
com
ple
te
as
per
d
raw
ings,
sp
ecif
icat
ions
and
inst
ruct
ions
of
the
Engin
eer.
Sqm
33
281
21
P
rovid
ing an
d fi
llin
g,
at al
l le
vel
s, b
itu
men
se
ali
ng co
mp
ou
nd
(hot
appli
ed ty
pe)
co
nfo
rmin
g to
IS
:1834,
for
seal
ing
gaps
and
join
ts i
n c
oncr
ete,
incl
udin
g c
lean
ing,
mix
ing,
hea
ting,
pou
ring o
r
inje
ctin
g,
appll
icat
ion o
f pri
mer
, co
st o
f al
l la
bour,
mat
eria
l an
d
equip
men
ts
etc.
,
com
ple
te
as
per
d
raw
ings,
sp
ecif
icat
ions
and
inst
ruct
ions
of
the
Engin
eer.
Kg
493
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
282
22
P
repar
ing d
etai
led f
abri
cati
on d
raw
ings
and a
fter
appro
val
by t
he
Engin
eer,
su
pply
ing,
fabri
cati
ng,
erec
ting
and
in
stal
ling
mis
cel
lan
eou
s st
eel
part
s to
be
em
bed
ded
/cast
in
con
cret
e (l
ike
stai
rcas
e em
bed
men
t’s,
corb
el f
ace
pla
tes,
etc
) at
all
posi
tions
and
level
s in
cludin
g t
he
cost
of
all
labour,
mat
eria
ls a
nd e
quip
men
ts f
or
sett
ing m
ater
ials
in c
oncr
ete,
gro
uti
ng,
wel
din
g,
bolt
s &
bolt
ing,
expan
sion
anch
ors
, dri
llin
g,
cutt
ing,
etc.
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
n.
Mt
6
283
23
P
repar
ing
det
aile
d
fa
bri
cati
on
dra
win
gs
afte
r ap
pro
val
b
y
the
Engin
eer,
pro
vid
ing,
fab
rica
ting a
nd e
rect
ing s
tru
ctu
ral
steel
work
for
the
stai
r ca
se (
from
gra
de
level
to r
oof
lev
el),
inte
rnal
pla
tform
s,
wal
kw
ay g
alle
ry s
tru
ctu
res,
cheq
uer
ed p
late
pan
els
(for
floors
of
inte
rnal
and
ex
tern
al p
latf
orm
s),
trea
ds
and l
andin
gs
of
the
stai
rcas
e
incl
udin
g b
rack
ets,
kic
k p
late
s, s
truct
ura
l m
ember
s, b
eam
support
bea
rin
gs
on
the
shel
l,
stif
fener
s,
seat
s,
blo
ckou
ts,
read
y
to
bolt
fix
ture
s, c
ost
of
all
labo
ur,
mat
eria
l an
d e
quip
men
t, t
ransp
ort
ing,
lift
ing to
al
l hei
ghts
, se
ttin
g in
pla
ce,
wel
din
g to
ca
st in
fi
xin
g
pla
ce, cu
ttin
g,
gri
ndin
g,
dri
llin
g, bolt
s an
d b
olt
ing, an
chor
fast
ener
s,
wel
din
g,
pre
hea
ting a
nd p
ost
hea
ting f
or
wel
din
g ,
tes
tin
g,
pri
mer
and f
inis
h p
ainti
ng e
tc. co
mple
te a
s per
dra
win
g a
nd s
pec
ific
atio
ns.
Mt
438
284
24
S
upply
ing,
fabri
cati
on,
erec
tion
and
alig
nm
ent
of
fact
ory
m
ade
galv
an
ised
wel
ded
gra
tin
g u
nit
s w
ith m
ild s
teel
confo
rmin
g t
o I
S:
2062 i
n p
latf
orm
s, s
tair
case
s w
ith e
dge
bin
din
g s
trip
s an
d a
nti
-skid
nosi
ng i
n t
read
s et
c. i
ncl
ud
ing 2
coat
s of
redox
ide
zinc-c
hro
mat
e
pri
mer
(one
coat
at
shop a
nd o
ne
coat
aft
er e
rect
ion),
fix
ing c
lam
ps,
fitt
ings,
fi
xtu
res,
al
l ta
xes
, duti
es,
pac
kin
g,
gri
ndin
g,
dri
llin
g,
wel
din
g,
edge
pre
par
atio
n, et
c. a
ll c
om
ple
te.
Mt
30
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
285
25
P
rovid
ing a
nd f
ixin
g i
n p
osi
ting o
f h
igh
str
ength
str
uct
ura
l b
olt
s
(of
pro
per
ty c
lass
8.8
an
d p
roduct
gra
de
`C'
as p
er I
S:
1367)
and
confo
rmin
g t
o I
S:
3757 a
nd h
igh s
tren
gth
str
uct
ura
l har
den
ed a
nd
tem
per
ed n
uts
(of
pro
per
ty c
lass
`8
' as
per
IS
: 13
67
) co
nfo
rmin
g t
o
IS:
6623
wit
h h
ard
ened
and t
emper
ed w
asher
s as
per
IS
:6649 e
tc.
up t
o a
nd i
ncl
usi
ve
of
39 m
m d
iam
eter
and u
pto
300 m
m l
ong f
or
stru
ctura
l st
eel
work
etc
all
com
ple
te.
Quin
tal
50
286
26
P
repar
ing d
etai
led f
abri
cati
on d
raw
ings
and a
fter
appro
val
by t
he
Engin
eer,
pro
vid
ing,
fabri
cati
ng
and
erec
tin
g,
at
all
level
s,
stru
ctu
ral
steel
fl
ues
(l
iner
s) co
mple
te w
ith al
l ben
ds,
fl
anges
,
stif
fener
s, a
ll o
ther
flu
e at
tach
men
ts,
support
syst
em,
coll
ars,
acc
ess
man
hole
s an
d
gas
sa
mpli
ng port
s al
on
g w
ith
gas
ket
s an
d oth
er
acce
ssori
es,
stayin
g
syst
em,
incl
udin
g
the
cost
of
all
labou
r,
mat
eria
l an
d e
quip
men
t, t
ransp
ort
ing,
lift
ing t
o a
ll h
eights
, se
ttin
g
in pla
ce,
cutt
ing,
gri
ndin
g,
dri
llin
gs,
ben
din
g,
bolt
s an
d bolt
ing,
wel
din
g,
pre
hea
tin
g
and
post
-hea
ting
for
wel
din
g,
test
ing,
etc.
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
ns.
Mt
590
287
27
P
rovid
ing,
fabri
cati
ng
and i
nst
alli
ng a
t var
ious
loca
tions
and
elev
atio
ns
of
the
chim
ney
sy
stem
th
e f
oll
ow
ing m
isce
llan
eou
s
mil
d s
teel
it
em
s co
mple
te w
ith
the
cost
of
all
labour,
m
ater
ial
and
equip
men
t,
tran
sport
ing,
lif
tin
g,
sett
ing
in p
lace
, cu
ttin
g,
gri
ndin
g,
dri
llin
g,
wel
din
g,
b
olt
s
and
bolt
ing,
anch
or
fast
ener
s
and a
nch
ori
ng,
pri
min
g,
pai
nti
ng,
gro
uti
ng
etc
. c
om
ple
te
as
per
dra
win
gs
and s
pec
ific
atio
ns:
a a
Mil
d
stee
l la
dder
s w
ith
cage,
hood
acce
ss
hat
ch,
louver
s,
bir
d
scre
ens,
hood d
rain
bas
in c
over
s an
d o
ther
mis
cell
aneo
us
mil
d s
teel
item
s no
t sp
ecif
ical
ly m
enti
oned
. M
t 17
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 8
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
b
b
32/4
0
mm
nom
inal
bore
med
ium
cla
ss t
ub
ula
r h
an
d r
ail
ing
for
stai
r ca
se a
nd i
nte
rnal
and e
xte
rnal
pla
tform
s.
Mt
24
c c
Pro
vid
ing m
inim
um
275 g
sm H
ot
dip
ped
galv
an
isati
on
on m
ild
stee
l par
ts a
s per
spec
ific
atio
n.
Mt
41
288
28
P
repar
ing
det
aile
d
fa
bri
cati
on
dra
win
gs
afte
r ap
pro
val
b
y
the
Engin
eer,
pro
vid
ing,
fab
rica
ting an
d er
ecti
ng,
at al
l le
vel
s, m
ild
stee
l st
rak
es c
om
ple
te w
ith a
ll s
tiff
ener
s, a
ttac
hm
ents
, fa
sten
ers,
pip
e sl
eeves
, et
c. in
clu
din
g th
e co
st
of
all
lab
our,
m
ater
ial
and
equip
men
t,
tran
sport
ing,
lift
ing
to
all
hei
ghts
, se
ttin
g
in
pla
ce,
embed
din
g c
om
ponen
ts i
n c
oncr
ete,
fix
ing t
o c
ast-
in e
mbed
men
ts,
cutt
ing,
gri
ndin
g,
dri
llin
g,
bolt
s an
d b
olt
ing,
wel
din
g,
pre
hea
tin
g
and p
ost
hea
ting f
or
wel
din
g ,
tes
tin
g,
gro
uti
ng,
pri
mer
and f
inis
h
pai
nti
ng o
f ex
pose
d c
om
ponen
ts,
etc.
com
ple
te a
s per
dra
win
g a
nd
spec
ific
atio
ns.
Mt
18
289
29
S
upply
ing,
fabri
cati
ng
and
in
stall
ing
in
th
e l
iner
s,
gas
sam
pli
ng
an
d
gas
oap
aci
ty
mea
surem
ent
port
s m
ade
from
S
S gra
de
316
L pip
e in
cludin
g th
e co
st of
all
la
bour,
mat
eria
ls,
bolt
s
and
bolt
ing,
asb
esto
s g
asket
s,
cover
pla
tes
&
all
oth
er
acce
ssori
es,
pai
nti
ng
etc.
, c
om
ple
te
as
per
dra
win
gs
and s
pec
ific
atio
ns.
Eac
h
5
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
0 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
290
31
P
repar
ing d
etai
led f
abri
cati
on d
raw
ings
and a
fter
appro
val
by t
he
Engin
eer,
pro
vid
ing,
fabri
cati
ng
and
in
stal
ling
at
all
level
s,
stain
less
pla
tes
(incl
udin
g s
tain
less
ste
el s
crew
s an
d f
aste
ner
s) o
f
gra
de
AIS
I 316
Lan
d l
ead
sh
eets
bea
ms
and
over
th
e m
ild
stee
l in
th
e pla
tform
bea
m bea
rin
g,
flue
support
s bea
rings,
fl
ue
rest
rain
ts bra
cket
s/ buff
ers
etc.
in
cludin
g th
e co
st of
al
l la
bour
mat
eria
l &
equip
men
t, t
ransp
ort
ing,
lift
ing t
o a
ll h
eights
, se
ttin
g i
n
pla
ce,
cutt
ing,
gri
ndin
g,
dri
llin
g,
wel
din
g o
f st
ainle
ss s
teel
usi
ng
com
pat
ible
&
ap
pro
ved
st
ainle
ss
stee
l el
ectr
odes
, te
stin
g
&
mac
hin
ing
flat
and p
oli
shin
g t
he
conta
ct
surf
aces
of
sta
inle
ss
stee
l,
coat
ing
the
poli
shed
su
rfac
es
wit
h
sil
icone
gre
ase,
e
tc.,
com
ple
te as
p
er d
raw
ings
a
nd s
pec
ific
atio
ns.
a a
Sta
inle
ss s
teel
com
ponen
ts.
Mt
1
b
b
Lea
d S
hee
ts.
Kg
80
291
32
P
repar
ing d
etai
led f
abri
cati
on d
raw
ings
and a
fter
appro
val
by t
he
Engin
eer,
pro
vid
ing,
fabri
cati
ng
and
inst
alli
ng
exp
an
sion
com
pen
sato
r jo
ints
incl
udin
g b
ols
ter
in t
he
flue
liner
incl
udin
g a
ll
labour,
m
ater
ial
and
equip
men
t tr
ansp
ort
ing,
hois
ting,
fix
ing
in
posi
tion,
dri
llin
g,
cutt
ing,
bolt
s an
d b
olt
ing,
etc.
alo
ng w
ith t
he
use
r
han
dbooks
(giv
ing
det
ails
of
inst
alla
tion,
dis
man
tlin
g
and
mai
nte
nan
ce
pro
cedure
s fo
r th
e ex
pan
sion
jo
ints
),
test
ing,
etc
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
ns.
Sqm
75
292
33
S
upply
ing
,Fab
rica
ted
R
ead
y
to
Inst
all,
sp
are
ex
pan
sion
com
pen
sato
rs a
long
wit
h b
ols
ter
incl
udin
g t
he
cost
of
all
labou
r,
mat
eria
l an
d
equip
men
t,
acce
ssori
es,
tran
sport
ing,
pro
per
pac
kag
ing (
for
sever
al y
ears
of
stora
ge)
, and d
eliv
ery t
o s
ite
store
com
ple
te i
n a
ll r
espec
ts a
s per
dra
win
gs
and s
pec
ific
atio
n.
Sqm
21
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
1 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
293
34
S
upply
ing
and
layin
g
in
posi
tion
shap
ed
aci
d
resi
stin
g
bri
cks
confo
rmin
g t
o c
lass
- I
of
IS:4
860 a
t al
l el
evat
ion
s fo
r li
ner
, baf
fle
wal
l co
nst
ruct
ion (
wit
h sl
oped
A
/R m
ort
ar to
ppin
gs
over
b
rick
work
) c
om
ple
te i
ncl
udin
g t
he
cost
, of
all
labo
ur,
m
ater
ial
and
equip
men
t, ra
kin
g jo
ints
, fl
ush
poin
ting,
clea
nin
g,
curi
ng,
etc.
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
ns.
Cum
25
294
35
S
upply
ing a
nd l
ayin
g i
n p
osi
tion s
hap
ed f
ire
bri
cks
confo
rmin
g t
o
IS-6
gro
up A
at
all
elev
atio
ns
for
liner
, baf
fle
wal
l co
nst
ruct
ion
(wit
h
sloped
A
/R
mort
ar
toppin
gs
over
b
rick
w
ork
)
com
ple
te
incl
udin
g t
he
cost
, of
all
labour,
m
ater
ial
and e
quip
men
t, r
akin
g
join
ts,
fl
ush
poin
ting,
clea
nin
g,
curi
ng,
etc.
co
mple
te as
per
dra
win
gs
and s
pec
ific
atio
ns.
Cum
5
295
37
S
upply
ing,
and
pla
cin
g
in
posi
tion
(a
t th
e bea
m
su
pport
s
bea
rin
gs)
N
eop
ern
e p
ad
s bet
wee
n c
oncr
ete
surf
ace
and m
ild s
teel
incl
udin
g t
he
cost
of
all
lab
our
mat
eria
ls,
cu
ttin
g
to s
hap
e,
gri
ndin
g,
d
rill
ing
etc.
,
com
ple
te
as
per
dra
win
gs
and
spec
ific
atio
ns.
Cum
0.3
5
296
38
S
upply
ing
and
layin
g
ver
mic
uli
te
con
cret
e in
th
e li
ner
bas
in
incl
udin
g
the
cost
of
all
la
bour,
m
ater
ial
an
d
equip
men
t fo
r
han
dli
ng,
tran
spo
rtin
g,
mix
ing,
lift
ing,
pla
cin
g,
curi
ng,
finis
hin
g o
f
surf
ace
etc.
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
ns.
Cum
5
297
39
S
upply
ing a
nd l
ayin
g a
cid
res
isti
ng c
ast
ab
le
refr
act
ory
lin
ing
as
indic
ated
in t
he
dra
win
gs
incl
udin
g t
he
cost
of
all
labour,
mat
eria
l, a
nd
equip
men
t fo
r han
dli
ng,
tran
sport
ing,
mix
ing,
lift
ing,
pla
cing,
curi
ng,
fi
nis
hin
g of
su
rfac
e et
c. co
mple
te as
per
dra
win
gs
and s
pec
ific
atio
ns.
Cum
5
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
2 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
298
40
S
upply
ing,
fab
rica
tin
g
&
inst
alli
ng,
at
all
level
s
mil
d
stee
l
circ
um
fere
nti
al
rei
nfo
rcin
g b
an
ds
around t
he
bri
ck l
iner
s at
all
elev
atio
ns
incl
udin
g
the
cost
of
all
labour,
tr
ansp
ort
atio
n,
mat
eria
ls &
equip
men
t’s,
lif
ting t
o a
ll h
eights
, se
ttin
g i
n p
lace
, a/
r
mort
ar f
ill
beh
ind b
ands,
cutt
ing,
ben
din
g,
dri
llin
g,
gri
ndin
g,
bolt
s
and
bolt
ing,
pri
min
g,
finis
h p
ainti
ng,
etc.
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
n.
Mt
2
299
41
P
rovid
ing,
fabri
cati
ng a
nd i
nst
alli
ng,
at a
ll l
evel
s, c
hem
ical
lead
shee
t (
2 m
m
thic
k)
at
expan
sion
join
ts
bet
wee
n b
rick
lin
ing
segm
ents
incl
udin
g
the
cost
of
all
lab
our,
tra
nsp
ort
atio
n,
mat
eria
l
& e
quip
men
ts,
cutt
ing,
sold
erin
g o
f jo
ints
, te
stin
g e
tc.
com
ple
te a
s
per
dra
win
gs
and s
pec
ific
atio
ns.
Kg
50
300
43
P
rovid
ing,
layin
g
and
pac
kin
g,
at
all
lev
els,
asb
esto
s ro
pes
at
expan
sion
jo
ints
in
cludin
g
the
cost
of
all
labour
mat
eria
l,
etc.
com
ple
te a
s per
dra
win
g a
nd s
pec
ific
atio
ns.
a a
25 m
m (
dia
met
er)
at e
xpan
sion
join
ts b
etw
een b
rick
lin
ig s
egm
ents
. R
m
60
b
b
12
m
m
(dia
met
er)
at
expan
sion
jo
ints
bet
wee
n
bri
ck
linig
segm
ents
. R
m
600
301
44
P
rovid
ing,
fabri
cati
ng a
nd l
ayin
g i
n p
osi
tion a
sbes
tos
mil
l b
oard
s,
over
the
min
i sh
ells
bel
ow
the
cast
iro
n c
ap s
egm
ents
, in
bet
wee
n
the
cap
segm
ents
an
d
wher
ever
as
dir
ecte
d
by
the
engin
eer,
incl
udin
g t
he
cost
of
all
lab
ours
, m
ater
ial
and e
quip
men
t, c
utt
ing,
dri
llin
g, et
c., co
mple
te a
s per
dra
win
gs
and s
pec
ific
atio
ns.
a a
25 m
m th
ick a
sbes
tos
mil
l b
oar
ds.
S
qm
10
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
3 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
302
45
S
upply
ing,
fabri
cati
ng
and
inst
alli
ng,
on
top
of
the
min
i
shel
ls,
gre
y
cast
i
ron
c
ap
s co
mple
te
incl
udin
g t
he
cost
of
all
labour,
m
ater
ial
and
equip
men
t,
tran
sport
ing,
test
as
sem
bli
ng,
dri
llin
g,
lift
ing
to
posi
tion,
sett
ing
in
pla
ce,
bolt
s an
d
bolt
ing,
incl
usi
ve
of
bro
nze
ra
g
bolt
s bro
nze
bolt
s
and
nuts
, bra
ss
was
her
s,
non
-shri
nk
gro
ut,
pri
mer
an
d
finis
h
pai
nti
ng,
etc.
,
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
ns.
Mt
3
303
46
P
rovid
ing an
d in
stal
ling,
at al
l le
vel
s, re
sin
b
on
ded
gla
ss w
ool
insu
lati
on
sla
bs
of
den
sity
not
less
than
64 k
g/m
3 w
ith a
n i
nst
alle
d
thic
knes
s of
not
less
than
100 m
m,
on t
he
outs
ide
surf
ace
of
stee
l
flue
liner
s,on
the
outs
ide
surf
ace
of
bri
ck
liner
, on
the
insi
de
surf
ace
of
concr
ete
win
dsh
ield
, in
side
surf
ace
of
con
cret
e
min
ishel
ls,
under
the
cast
iro
n c
aps
and w
her
ever
as
dir
ecte
d b
y
the
Engin
eer,
in t
wo l
ayer
s (e
ach 5
0 m
m t
hic
k)
incl
udin
g t
he
cost
of
all
labou
r, m
ater
ial
and e
quip
men
t, t
ransp
ort
ing,
lift
ing t
o a
ll
hei
ghts
, et
c.,
incl
usi
ve
of
pla
ted o
r gal
van
ised
acc
esso
ries
su
ch a
s
pin
s/st
uds/
anch
ors
/wir
e net
ting,
spee
d
was
her
s, t
yin
g w
ires
, et
c.
wel
din
g
of
pin
s/st
uds
to
stee
l su
rfac
es
or
embed
din
g
of
pin
s/st
uds/
anch
ors
in
co
ncr
ete
surf
aces
, fi
xin
g,
cutt
ing,
cutt
ing,
lappin
g,
bin
din
g,
test
ing,
etc.
co
mple
te
as
per
dra
win
gs
and
spec
ific
atio
ns.
Sqm
2,6
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
4 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
304
47
P
rovid
ing an
d in
stal
lin
g,
at al
l le
vel
s, re
sin
b
on
ded
ro
ck w
ool
insu
lati
on
sl
abs
of
den
sity
not
less
th
an
100
kg/c
u.m
w
ith
an
inst
alle
d t
hic
knes
s of
not
less
than
100 m
m,
on t
he
outs
ide
surf
ace
of
stee
l fl
ue
liner
s, o
n t
he
outs
ide
surf
ace
of
bri
ck l
iner
, on t
he
insi
de
surf
ace
of
con
cret
e w
ind
shie
ld,
insi
de
surf
ace
of
con
cret
e
min
ishel
ls,
under
the
cast
iro
n c
aps
and w
her
ever
as
dir
ecte
d b
y
the
Engin
eer,
in t
wo l
ayer
s (e
ach 5
0 m
m t
hic
k)
incl
udin
g t
he
cost
of
all
labou
r, m
ater
ial
and e
quip
men
t, t
ransp
ort
ing,
lift
ing t
o a
ll
hei
ghts
, et
c.,
incl
usi
ve
of
pla
ted o
r gal
van
ised
acc
esso
ries
su
ch a
s
pin
s/st
uds/
anch
ors
/wir
e net
ting,
spee
d
was
her
s, t
yin
g w
ires
, et
c.
wel
din
g
of
pin
s/st
uds
to
stee
l su
rfac
es
or
embed
din
g
of
pin
s/st
uds/
anch
ors
in
co
ncr
ete
surf
aces
, fi
xin
g,
cutt
ing,
cutt
ing,
lappin
g,
bin
din
g,
test
ing,
etc.
co
mple
te
as
per
dra
win
gs
and
spec
ific
atio
ns.
Sqm
2,6
50
305
48
P
rovid
ing a
nd p
ackin
g,
at a
ll l
evel
s, l
oose
gla
ss w
ool
insu
lati
on
to
a d
ensi
ty n
ot
less
than
64 k
g/m
3 b
etw
een t
he
insu
late
d m
inis
hel
ls
and b
rick
lin
ers
at e
xpan
join
ts b
etw
een t
he
lin
ing s
egm
ents
and
wher
ever
as
dir
ecte
d by th
e E
ngnee
r in
cludin
g th
e co
st
of
all
labour,
m
ater
ial
and
equip
men
t,
fill
ing,
ram
min
g,
test
ing,
etc.
com
ple
te a
s per
dra
win
gs
and s
pec
ific
atio
ns.
Cum
5
306
49
P
rovid
ing a
nd p
ackin
g,
at a
ll l
evel
s, l
oo
se r
ock
wool
insu
lati
on
to
a
den
sity
not
less
th
an
100
kg/c
u.m
bet
wee
n
the
insu
late
d
min
ishel
ls
and
bri
ck
liner
s at
ex
pan
join
ts
bet
wee
n
the
linin
g
segm
ents
and w
her
ever
as
dir
ecte
d b
y
the
En
gnee
r in
cludin
g t
he
cost
of
all
labour,
mat
eria
l an
d e
quip
men
t, f
illi
ng,
ram
min
g,
test
ing,
etc.
com
ple
te a
s p
er d
raw
ings
and s
pec
ific
atio
ns.
Cum
5
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
5 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
307
50
P
rovid
ing
and p
ainti
ng,
at a
ll l
evel
s,
insi
de
surf
ace
of
chim
ney
shel
l, i
nsi
de
and o
uts
ide
surf
aces
of
min
ishel
ls,
under
side
of
roo
f
slab
an
d oth
er
concr
ete
com
ponen
ts/s
urf
aces
of
the
chim
ney as
indic
ated
in t
he
dra
win
gs
and w
her
ever
as
dir
ecte
d b
y t
he
En
gin
eer,
wit
h a
cid
an
d h
eat
resi
stin
g b
lack
bit
um
inou
s p
ain
t (c
onfo
rmin
g
to t
yp
e I(
i) o
f IS
:158)
in
as
man
y n
um
ber
of
co
ats
(not
less
th
an
four
coat
s in
an
y c
ase)
as
requir
ed t
o g
ive
a p
aint
DF
T o
f n
ot
les
s
than
150
mic
rons
incl
udin
g
the
cost
o
f al
l la
bour,
m
ater
ials
,
equip
men
t,
surf
ace
pre
par
atio
n,
pri
mer
an
d
finis
h
pai
nti
ng,
pro
tect
ing,
clea
nin
g
et
c.
C
om
ple
te
as
per
dra
win
gs
and
spec
ific
atio
ns.
Sqm
15,8
00
308
53
P
rovid
ing
an
d
pai
nti
ng,
at
all
level
s,
the
exte
rnal
su
rfac
es
of
chim
ney
sh
ell
and
wher
ever
as
dir
ecte
d
by
the
Engin
eer,
w
ith
syn
thet
ic e
nam
el p
ain
t in
alt
ernat
e ban
ds
of
colo
urs
'si
gnal
red
'
and 'p
ure
/bri
ght
whit
e in
cludin
g t
he
cost
of
all
lab
ours
, m
ater
ial
and
&
equip
men
t,su
rfac
e pre
par
atio
n,
pri
mer
an
d
finis
h
pai
nti
ng,
pro
tect
ing,
clea
nin
g
et
c.
com
ple
te
as
per
dra
win
gs
and
spec
ific
atio
n.
Sqm
13,2
00
309
54
P
rovid
ing
an
d
pai
nti
ng,
at
all
level
s,
the
exte
rnal
su
rfac
es
of
chim
ney
shel
l an
d w
her
ever
as
dir
ecte
d b
y t
he
En
gin
eer,
wit
h a
cid
an
d
hea
t re
sist
an
t p
oly
ure
than
e
pain
t in
al
tern
ate
ban
ds
of
colo
urs
'si
gn
al r
ed'
and '
pure
/bri
ght
whit
e in
cludin
g t
he
cost
of
all
labours
, m
ater
ial
and
& e
quip
men
t su
rfac
e pre
par
atio
n,
pri
mer
and
finis
h
pai
nti
ng,
pro
tect
ing,
clea
nin
g
et
c.
com
ple
te
as
per
dra
win
gs
and s
pec
ific
atio
n.
Sqm
2,7
50
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
6 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
310
55
P
rovin
g a
nd l
ayin
g o
ver
the
chim
ney
roof,
a c
om
osi
te a
cid
an
d
hea
t p
rote
cti
on
tre
atm
ent
incl
udin
g p
rovid
ing o
f sl
opes
for
roof
dra
inag
e in
cludin
g t
he
cost
of
all
labour,
mat
eria
l an
d e
quip
men
t,
etc.
, co
mple
te a
s re
quir
ed f
or
pre
par
ing t
he
roof
concr
ete,
layin
g
under
bed
of
pla
in c
emen
t co
ncr
ete
scre
ed t
o s
lopes
, pre
par
atio
n o
f
scre
ed s
urf
ace
for
pai
nti
ng,
pai
nti
ng t
he
scre
ed s
urf
ace
wit
h b
lack
bit
um
inous
pai
nt,
apply
ing b
itum
en m
asti
c in
lay
ers,
layin
g a
cid
resi
stin
g(A
/R)
mort
ar
bed
an
d
layin
g
75
mm
th
ick
acid
resi
stin
g(A
/R)
bri
cks
wit
h
A/R
m
ort
ar,
curi
ng,
poin
tin
g(w
ith
phen
oli
c bas
ed A
/R ce
men
t),
pro
tect
ion an
d cl
eanin
g,
finis
hin
g,
etc.
, co
mple
te a
s p
er d
raw
ing a
nd s
pec
ific
atio
ns.
Sqm
160
311
56
P
rovid
ing,
fitt
ing&
fi
xin
g,
ou
tlet
an
d over
flow
, ca
st ir
on
ro
of
dra
in h
ead
s (w
ith
gra
tings)
in c
him
ney r
oof
incl
udin
g s
ock
ets,
adap
ters
, bra
cket
s, h
anger
s, s
upport
s, e
tc., c
asti
ng
-in a
nd j
oin
ting t
o
150 m
m n
om
inal
bore
rai
nw
ater
pip
es,
gro
uti
ng,
etc.
incl
udin
g t
he
cost
of
all
labou
r m
ater
ial
and
equip
men
t,
tran
sport
ing,
lift
ing,
sett
ing
in
pla
ce,
pai
nti
ng,
etc.
co
mple
te
as
per
dra
win
g
and
spec
ific
atio
ns.
Eac
h
8
312
57
P
rovid
ing,
fitt
ing a
nd f
ixin
g r
ain
wate
r p
ipes
at
all
level
s in
tern
ally
from
the
chim
ney r
oof
to g
round l
evel
upto
th
e hood d
rain
bas
in
incl
udin
g
shoes
, ben
ds,
ju
nct
ions,
fl
anges
, h
opper
s,
sock
ets,
adap
tors
, bra
cket
s,
han
ger
s,
support
s,
anch
or
fast
ener
s,
spac
ers,
pip
e sl
eeve
thro
ugh s
hel
l, s
ilic
on
or
vulc
anis
ed b
uty
l se
aant,
foam
bac
kin
g
mat
eria
l,
join
ting,
sock
etin
g,
gro
uti
ng,
caulk
ing,
pri
mer
and f
inis
h p
ainti
ng e
tc.
com
ple
te
incl
udin
g t
he
cost
of
all
labour,
mat
eria
l an
d
equip
men
t,
com
ple
te
as
per
dra
win
g
and
spec
ific
atio
ns:
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
7 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
a a
150 m
m n
om
inal
bore
cast
iro
n p
ipes
. R
m
55
b
b
150 m
m n
om
inal
bore
med
ium
cla
ss g
alv
an
ised
mil
d s
teel
pip
es.
Rm
270
313
58
P
rovid
ing
and
layin
g
50
mm
th
ick
ce
men
t con
cret
e fl
oori
ng
(com
pri
sing o
f 12 m
m th
ick m
etal
lic
concr
ete
har
den
er to
ppin
g
over
38 m
m t
hic
k u
nder
bed
of
con
cret
e) o
ver
the
gra
de
level
sla
b
insi
de
the
chim
ney
, in
cludin
g t
he
cost
of
all
labour,
mat
eria
l an
d
equip
men
t, e
tc.
com
ple
te a
s re
quir
ed f
or
pre
par
atio
n o
f bas
e, l
ayin
g
under
bed
and
toppin
g,
fin
ishin
g,
roundin
g o
f ed
ges
, co
rner
s an
d
junct
ions,
cu
ring,
test
ing,
etc.
co
mple
te
as
per
dra
win
g
and
spec
ific
atio
ns.
Sqm
570
314
59
P
rovid
ing a
nd
inst
alli
ng a
n e
lect
rica
lly o
per
ate
d g
rill
typ
e st
eel
roll
-up
door
(wit
h t
he
bott
om
0.5
met
res
of
the
curt
ain i
n
soli
d
type)
at
chim
ney b
ase,
in o
pen
ing o
f si
ze 8
m b
y 8
m,
wit
h a
ll
har
dw
are
and
mec
han
ism
s,
fitt
ings
and
fix
ture
s,
lock
ing
arra
ngem
ents
, fr
ames
, fa
sten
ers,
gea
r han
dle
ar
ran
gem
ent
for
stan
db
y m
anual
oper
atio
n,
all
elec
tric
al a
cces
sori
es s
uch
as
moto
rs,
contr
ol
syst
ems,
ca
ble
s,
etc.
in
cludin
g
the
cost
of
all
labour,
mat
eria
l an
d eq
uip
men
t, fi
xin
g in
posi
tion,
gro
uti
ng pri
mer
an
d
finis
h
pai
nti
ng,
test
ing,
etc.
, co
mple
te
as
per
dra
win
g
and
spec
ific
atio
ns.
Eac
h
1
315
60
P
rovid
ing
and
in
stal
ling
at
any
lev
el
and
lo
cati
on,
mil
d
stee
l,
double
pla
te,
per
son
nel
acc
ess
doors
, in
sh
ell
open
ings
of
size
1.1
m b
y 2.1
5m
, co
mple
te w
ith al
l fi
ttin
gs
and fi
xtu
res,
lo
ckin
g
arra
ngem
ents
, fr
ames
, fa
sten
ers
incl
udin
g
the
cost
al
l la
bour,
mat
eria
l an
d
equip
men
t,
lift
ing
to
all
hei
ghts
, se
ttin
g
in
pla
ce,
gro
uti
ng p
rim
er a
nd f
inis
h p
ainti
ng,
etc.
, co
mple
te a
s per
dra
win
g
and s
pec
ific
atio
ns.
Eac
h
7
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
8 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
316
61
S
upply
, fa
bri
cati
ng a
nd f
ixin
g o
f cl
ean
ou
t d
oor
of
size
650X
825
mm
. T
he
door
should
be
soli
d s
teel
const
ruct
ion w
ith i
nner
pla
te
8m
m a
nd o
ute
r pla
te 6
mm
wit
h s
uit
able
infi
ll o
f st
iffe
ner
s, &
fil
led
wit
h in
sula
tion m
ater
ial
and al
l oth
er fi
ttin
gs,
fi
xtu
res,
fa
sten
ers
incl
udin
g t
he
cost
of
pai
nti
ng e
tc c
om
ple
te a
s per
dra
win
gs
and
spec
ific
atio
n.
The
door
should
be
hin
ged
type
and p
rovid
ing w
ith
lock
ing
dev
ice
in
addit
ion
to
swiv
el
studs
wit
h
win
g
nuts
on
rem
ainin
g 3
ed
ges
. T
he
should
be
open
able
both
fro
m i
nsi
de
&
outs
ide
and
rem
ovab
le
insu
lati
on
to
be
pro
vid
ed
around
door
open
ing.
The
door
shal
l be
pro
vid
ed w
ith a
min
imum
tw
o c
oat
s of
acid
& a
lkal
i re
sist
ant
pai
nt
con
firm
ing t
o I
S15
8 t
ype-
I to
giv
e a
DF
T o
f 75m
icro
ns.
T
he
outs
ide
surf
ace
shal
l be
pro
vid
ed w
ith
min
imum
2
coat
s of
Zin
c re
dox
ide
pri
mer
an
d
two
coat
s of
synth
etic
en
amel
pai
nt.
Eac
h
2
317
63
S
upply
ing,
fabri
cati
ng
and
inst
alli
ng
mil
d s
teel
h
atc
hes
at
var
ious
loca
tions
in
the
chim
ney
s
yst
em
com
ple
te
wit
h
lock
ing ar
ran
gem
ents
, fr
ames
, in
sula
tion,
fi
ttin
gs
an
d
fix
ture
s a
nd
all
mec
han
ism
s an
d a
cces
sori
es r
eqd.
for
pro
per
oper
atio
n i
ncl
udin
g
all
lab
our,
pai
nti
ng et
c. co
mple
te
as p
er
dra
win
gs
and s
pec
ific
atio
ns.
a a
Hood A
cces
s H
atch
E
ach
1
b
c L
iner
Acc
ess
Hat
ch
Eac
h
2
318
64
C
onduct
ing l
oad
tes
tin
g o
n g
ird
ers
for
1.2
5 t
imes
the
full
load
, on
gro
und
, i
ncl
udin
g p
rovis
ion o
f te
st b
ed a
nd
jac
ks,
dia
l gau
ges
and
oth
er
suppli
es
com
ple
te
as
per
sp
ecif
icat
ion
and
dra
win
gs
and
appro
val
of
engin
eer
in-c
har
ge.
Pai
r 3
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 9
9 o
f 1
02
Si
gnat
ure
of
Bid
der
wit
h s
tam
p
319
65
D
esig
nin
g,
supply
ing,
fab
rica
ting a
nd
inst
alli
ng a
fter
ap
pro
val
by
the
En
gin
eer,
non
-met
ali
c ex
pan
sion
join
ts t
o s
eal
gap
s
bet
wee
n
chim
ney
com
ponen
ts
and
to
mee
t th
e
serv
ice
requir
emen
ts
as
giv
en
in
the
spec
ific
atio
ns
alo
ngw
ith t
he
cost
of
all
com
ponen
ts o
f th
e e
xpan
sion
join
t, i
nsu
lati
on,
gal
van
ised
bolt
s, n
uts
, w
asher
s, a
nch
or
fast
ener
s an
d r
etai
nin
g b
ars,
pac
kin
g
mat
eria
ls a
nd r
einfo
rcem
ents
at
the
conn
ecti
ng e
nds
and f
lan
ges
,
lappin
g e
tc.
incl
udin
g p
repar
atio
n o
f bri
ck s
urf
ace
(to b
e co
nnec
ted
to t
he
expan
sion j
oin
t) w
ith
pota
ssiu
m s
ilic
ate
resi
stin
g m
ort
ar f
or
pro
per
lea
k t
ight
bea
rin
g s
urf
ace,
wit
h t
he
cost
of
all
lab
ou
r an
d
equip
men
t,
use
r han
d
bo
oks
(giv
ing
det
ails
of
in
stal
lati
on,
dis
man
tlin
g a
nd m
ainte
nan
ce p
roce
du
res
fo
r th
e ex
pan
sion
join
ts)
etc.
com
ple
te a
s p
er d
raw
ings
and s
pec
ific
atio
ns
for:
a a
Ex
pan
sion
jo
int
bet
wee
n d
uct
s a
nd
li
ner
s.(2
N
os.
) S
qm
12
320
66
S
upply
ing an
d er
ecti
ng af
ter
appro
val
b
y E
ngin
eer
an
Ele
vato
r
from
gro
und u
pto
top
of
chim
ney w
ith l
andin
g a
t var
ious
pla
tform
level
com
ple
te a
s p
er s
pec
. an
d d
raw
ings.
Lum
psu
m
1
B
E
LE
CT
RIC
AL
WO
RK
S F
OR
CH
IMN
EY
PA
CK
AG
E
Su
pp
ly,
erec
tion
an
d c
om
mis
sion
ing o
f fo
llow
ing i
tem
s sh
all
be
in C
him
ney
Pa
ckage
scop
e [2
75M
hig
h,
on
e si
ngle
-flu
e ch
imn
ey
wit
h s
teel
lin
er &
pla
tform
s at
inte
rvals
of
45M
ap
pro
xim
ate
ly
con
sid
ered
]:
321
1
415V
, 200A
, 50
KA
for
0.2
5 s
ec,
4 w
ire
AC
Dis
trib
uti
on B
oar
d
wit
h 1
No.
inco
mer
(S
FU
) al
on
g w
ith 1
00K
VA
lig
hti
ng t
ransf
orm
er
(415/4
33 V
, D
yn11,
Z=
5%
, ±
2x
2.5
% O
ff C
kt.
Tap
) &
9 n
os.
of
100A
(T
PN
) outg
oin
g c
om
ple
te i
n a
ll r
espec
ts
No.
1
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
00 o
f 1
02
Sign
atu
re o
f B
idd
er w
ith
sta
mp
322
2
415V
, 200A
, 4 w
ire
AC
E
mer
gen
cy L
ighti
ng dis
trib
uti
on board
along
wit
h
50K
VA
li
ghti
ng
tran
sform
er
(415/4
33
V,
Dyn11,
Z=
4%
, ±
2x
2.5
% O
ff C
kt.
Tap
) w
ith 2
nos.
of
inco
mer
s w
ith a
uto
chan
geo
ver
fa
cili
ty usi
ng co
nta
cts
and 6 nos.
1
00A
S
FU
(T
PN
)
outg
oin
gs
com
ple
te i
n a
ll r
espec
ts.
No.
1
323
3
Norm
al A
C l
ighti
ng p
anel
outd
oor
typ
e w
ith d
egre
e o
f pro
tect
ion
IP 5
5 w
ith o
ne
no.
100
A S
FU
(T
PN
) In
com
er,
18 o
utg
oin
g (
16A
SP
MC
Bs)
No.
3
324
4
Em
ergen
cy l
ighti
ng p
anel
outd
oor
type
wit
h d
egre
e of
pro
tect
ion I
P
55 w
ith O
ne
no.
of
10
0A
T
PN
/SF
U in
com
er an
d 12 outg
oin
gs
(16A
, S
P M
CB
s)
No.
3
325
5
Avia
tion l
ighti
ng p
anel
outd
oor
type
wit
h d
egre
e of
pro
tect
ion I
P
55 w
ith o
ne
no.
100A
SF
U (
TP
N)
Inco
mer
, 8 o
utg
oin
g (
20
A S
P
MC
Bs)
No.
1
326
6
Avia
tion o
bst
ruct
ion l
igh
ts:
a a
FT
B 2
05 a
nd
FT
C 1
10
N o
f fl
ash t
echnolo
gy c
orp
ora
tion U
SA
or
equiv
alen
t. A
via
tion o
bst
ruct
ion l
ighti
ng s
yst
em s
hal
l be
of
hig
h
inte
nsi
ty a
via
tion o
bst
ruct
ion l
ights
hav
ing a
n e
ffec
tive
inte
nsi
ty o
f
4000 t
o 2
00000 c
d d
epen
din
g u
pon b
ack g
round l
um
inan
ce.
No.
16
b
b
Low
inte
nsi
ty r
ed a
via
tio
n l
ight
sim
ilar
to
GE
C C
at.
No.
ZA
750(L
)
NE
ON
N
o.
16
327
7
Flo
od
light
wit
h
250W
H
PS
V
lam
ps
wit
h
all
contr
ol
gea
rs
&
acce
ssori
es
No.
6
328
8
Wel
l G
lass
typ
e lu
min
arie
s w
ith
all
contr
ol
gea
rs &
acc
esso
ries
a a
Wel
l gla
ss t
ype
lum
inar
ies
wit
h 7
0W
/HP
SV
lam
p
wit
h a
ll c
ontr
ol
gea
rs &
acc
esso
ries
N
o.
100
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
01 o
f 1
02
Sign
atu
re o
f B
idd
er w
ith
sta
mp
b
b
Wel
l gla
ss
typ
e lu
min
arie
s w
ith
150W
/HP
SV
la
mp
wit
h
all
contr
ol
gea
rs &
acc
esso
ries
N
o.
70
329
9
63
Am
p
wel
din
g
swit
ch
sock
et
wit
h
plu
g
&
oth
er
Mounti
ng
acce
ssori
es
No.
10
330
10
3 pin
, 1 ph,
240
V,
15A
mp.
Pow
er so
cket
s co
mple
te w
ith
plu
g
Sw
itch
es e
tc.
No.
10
331
11
A
l co
nduct
or,
PV
C i
nsu
late
d,
Arm
oure
d,
PV
C o
ute
r sh
eath
, F
RL
S
type
1100V
gra
de
confo
rmin
g t
o I
S-1
554 P
art
I.
a a
3½
C x
95m
m2 A
l fo
r co
nnec
tion b
etw
een A
CD
B/E
LD
B/
wel
din
g
sock
ets
Mtr
1,5
00
b
b
3½
C x
35m
m2 A
l fo
r L
igh
tin
g p
anel
inco
min
g s
upply
M
tr
3,0
00
332
12
P
VC
insu
late
d 6
50/1
100V
gra
de
stra
nd
ed C
u C
onduct
or
lighti
ng
wir
es c
onfo
rmin
g t
o I
S-6
94. (2
.5 m
m2
/
4.0
mm
2)
a a
2.5
mm
2
Mtr
4,0
00
b
b
4.0
mm
2
Mtr
10,0
00
333
13
G
I co
nduit
25m
m
dia
w
ith
junct
ion
Box
es,
Pull
box
es
&
acce
ssori
es
Mtr
7,0
00
334
14
L
ightn
ing p
rote
ctio
n A
ir t
erm
inal
M
tr
35
335
15
E
arth
ing m
ater
ials
a a
Bel
ow
gro
und e
arth
ing s
yst
em
Mtr
50
b
b
Above
gro
und e
arth
ing s
yst
em
Mtr
2,0
00
336
16
G
S c
able
tra
ys.
Cab
le t
rays
shal
l be
of
ladder
type
const
ruct
ed o
f
min
imum
2 m
m t
hic
k m
ild s
teel
hot
dip
gal
van
ise
incl
udin
g c
over
,
cabli
ng
mat
eria
l,
acce
ssori
es
etc.
co
mple
te
as
per
dra
win
gs
&
spec
ific
atio
ns.
VOLUME-1A (SECTION B)
P
RIC
E SC
HED
ULE
CU
M B
ILL
OF
QU
AN
TITY
M
AIN
PLA
NT
CIV
IL W
OR
KS
PA
CK
AG
E FG
UT
PP
STA
GE-
IV (
1X
50
0 M
W)
AT
UN
CH
AH
AR
Sl.
No
. It
em
No
. D
ES
CR
IPT
ION
OF
IT
EM
U
NIT
Q
TY
. R
AT
E
in R
up
ees
A
MO
UN
T
in R
up
ees
Doc. N
o.:
N
BP
PL
-4-3
01-P
4C
-H-0
01
R
ev.
No.:
B
ILL
OF
QU
AN
TITY
/ P
RIC
E SC
HED
ULE
Pag
e 1
02 o
f 1
02
Sign
atu
re o
f B
idd
er w
ith
sta
mp
a a
600 m
m w
ide
Mtr
200
b
B
300 m
m w
ide
Mtr
200
c C
150 m
m w
ide
Mtr
150
337
17
T
elep
hone
sock
et w
ith j
unct
ion b
ox
etc
. N
o.
15
338
18
T
elep
hone
han
dse
ts
No.
15
339
19
T
elep
hone
cable
(m
inim
um
4
pai
r)
of
min
imum
0.6
m
m
dia
annea
led
hig
h
conduct
ivit
y
elec
tro
copper
co
nduct
or,
P
VC
insu
late
d,
twis
ted,
PV
C t
ape
wra
pped
, sc
reen
ed,
tip c
ord
ed,
PV
C
shea
thed
, co
nfi
rmin
g
to
rele
van
t IT
D
(In
dia
n
Tel
ephones
dep
artm
ent)
spec
ific
atio
n.
a A
24 p
airs
M
tr
200
b
B
4 p
airs
M
tr
400
Gra
nd
Tota
l (
In R
up
ees)
Note
s:
1.
A t
empora
ry l
ightn
ing p
rote
ctio
n s
yst
em s
hal
l be
pro
vid
ed d
uri
ng c
onst
ruct
ion o
f th
e ch
imn
ey t
ill
a per
man
ent
lightn
ing p
rote
ctio
n s
yst
em i
s
inst
alle
d.
2.
A t
empora
ry a
via
tion o
bst
ruct
ion l
ighti
ng s
yst
em s
hal
l be
pro
vid
ed d
uri
ng c
onst
ruct
ion o
f th
e ch
imney
.
3.
Com
munic
atio
n s
yst
em c
om
pri
sing o
f te
lephon
e so
cket
at
ever
y i
nte
rnal
pla
tform
lev
el a
nd a
t gra
de
level
, nec
essa
ry w
irin
g i
nst
alla
tion,
a
tele
phone
han
d s
et, ju
nct
ion b
ox
es e
tc. sh
all
also
be
pro
vid
ed.
4.
Sch
edule
of
Equip
men
t h
as b
een i
ndic
ated
for
refe
rence
only
. A
ll e
lect
rica
l it
ems
shal
l be
suppli
ed o
n a
s re
quir
ed b
asis
.
VOLUME-1A (SECTION B)