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)