rough cost w.s.s sadiqabad amended aa

8/10/2019 Rough Cost w.s.s Sadiqabad Amended AA

1/297

PC-1 FORM

GOVERNMENT OF PAKISTAN

PLANNING COMMISSION

(Social Sector)

Water Sul! Sc"e#e

WATER S$PPL% SC&EME SA'IAA' * TE&SIL SA'IAA' 'ISTRICT RA&IM%AR K&AN


2/297

PC-I

GOVERNMENT OF PAKISTAN

PLANNING COMMISSION

1 Na#e o+ Pro,ect

. Locatio/

Te"0il Sai2a3a

'i0trict Ra"i#!ar4"a/

Pro5i/ce Pu/,a3

6 Aut"orit! re0o/0i3le +or

(i) Sponsoring: Go5er/#e/t o+ Pu/,a37

(ii) Execution:

(iii) Operation & Maintenance TMA Sai2a3a

(iv) Concerned Federal Ministry Nil

8 (a) Pla/ Pro5i0io/0

Develoment under medium term development budgeting frame work to meet the millennium

goals , through block allocation for the year 2013-2014

9 Pro,ect o3,ecti5e0 : it0 relatio/0"i

(i) The project ill provide drin!ing ater "acility to the inha#itants$

(ii) The project ill i%prove the health o" the inha#itants$

(iii) The project ill i%prove the environ%ental condition$

; &ISTOR%7

WATER S$PPL% SC&EME

SA'IAA' * TE&SILSA'IAA' 'ISTRICT

RA&IM %AR K&AN

WATER S$PPL% SC&EME

SA'IAA' * TE&SILSA'IAA' 'ISTRICT

RA&IM %AR K&AN

P7& E/


3/297

E?ISTING FACILITIES7

1 !hallow tubewell of 0"#-cusec discharge along $amal Din wali road% " &os

2 '( pipe )-(lass rising main 1"* dia +from ubewell to ./ road% 1"00 ft

3 '( pipe )-(lass rising main 10* dia +from ./ road (howk to

ahar 5arid colony water works % 2664 ft

4 /umping machinery 2# )7/, 140 ft head with discharge 0"# cusec % " sets

# 8ard piping 1$ob

/umping chamber9pump house ": dia % " &o

6 !taff ;uarter +double room % 1 &o

" !taff ;uarter +single room % 1 &o


4/297

2 ising main 20* dia '( pipe 32#00 ft

1"* dia '( pipe 2100 ft

1* dia '( pipe 3000 ft

3 /umping machinery

i- 40 )7/, 200 ft head with a discharge of 100 cusec " sets

ii-30 )7/, 100 ft head with a discharge of 1#0 cusec

+'t overhead bridge site % 2 sets

4 8ard piping 1 $ob

# /ump 7ouse 12:>10: " &o

30A24 2 &o

=round storage tank 4: dia 1 &o

6 !taff ;uarter two roomed 2 &o

" Bverhead ransmission line 1 $ob

=39 another sche%e as constructed in hich *9 5os tu#eells o" 3$> Cusec discharge ere installednear Shah#a6 ur is co%pleted and handed over to TM' Sadia#ad on ,>=39=,3*, and su#%itted "or "avor o"ad%inistrative approval "ro% the co%petent "oru%


5/297

viii /umping achineryfor C/!9=!

+a 4 cusecs,120 )7/,160 7ead +C/! # sets

+b 1 cusecs,30 )7/1#0 7ead 2 sets

+c 1 cusecs,40 )7/,200 7ead 1 sets

+d 3 cusecs100 )7/,200 7ead 2 sets

i> !taff Guarter 4 &os

> Bver 7ead eservoir

#0000 =lns (apacity 2 $obs

100000 =lns (apacity 1 $obs

>i ransmission .ine 1" $obs

>ii 7ypo chlorinator 10 &os

>iii =enerator !et

@ Caital Co0t E0ti#ate0 s 60040# illions

Per Caita Co0t

i) ..8 s 2314 9-

ii) .68 s 161 9-

(i)

8 Co#o/e/t B %ear =i0e P"!0ical acti5itie0

Ite# $/it %ear-I %ear-II

Survey and 2nvestigation *3 o# *33

ube well *3 5os$ *33

/ump house 12>12 *3 5os$ *33

/umping machinery *3 Sets *33

ising main @ Distribution !ystem

#00 mm dia 7D/E pipe 34000 ft *334#0 mm dia 7D/E pipe 23 >3

=! 4 &os *33/umping achineryfor =!

+a 4 cusecs,120 )7/,160 7ead # !ets ,> ;>

+b 1 cusecs,30 )7/,1#0 7ead 2 !ets ,> ;>

+c 1 cusecs,40 )7/,1#0 7ead 1 !ets ,> ;>

+d 3 cusecs,100 )7/,200 7ead 2 !ets ,> ;>

!taff Guarter 4 $ob ,> ;>

Bver 7ead eservoir

a #0000 =lns 2 &os ,> ;>

a 100000 =lns 1 &os ,> ;>

ransmission .ine 1" &os >3 >3

7yphochlornator 10 &os *33

The esti%ate is prepared in* annual *st 'ugust

,3*7$To 8*st anuary ,3*>


6/297

=enerator !ets >3 >3

Co#o/e/t0 - %ear =i0e Fi/a/cial acti5itie07

Ite#0 $/it

%ear - I %ear - II

A#ou/t (Millio/)

Survey and 2nvestigation 10 o# 0#64

ube well 10 5os$ 3 Million$ 2##0!taff Guarter 4 &os 0#3 Million$ *$93;

B7

a #0000 =lns 2 &os 8$7*3 Million$ 10230

a 100000 =lns 1 &os ,$-87 Million$ "#01

ransmission .ine 1" $ob "626 Million$ -$;,;

7yphochlornator 10 &os Million$ 3$7>3

=enerator !et **$3>3 Million$ 110#0

Total 77.35 Millio/7 584.515

'dd , contingencies & petty esta#lish%ent charges$ 1#46 Million$ 11


7/297

i Repair o Ci!il "or#

3 I of total cost of civil works

3 9 100 > 10"2"300 s 324"4 306"#04# s 3#>">064>3# 62412 unit

C/! #>120>">064>3# 130">064>3# 1100>">064>3# 43#4 unit

=! 4 1>40>">064>3# "6133 unit

26""2#0 unit 13 /Knit s 36247245

Total *+,+C Rs. 5406376

a' 5406400*nn/al peratin( an maintenan&e &ost ater as per % &ost&ompletion o the proe&t.

eman /ppl'

inan&ial Plan. 'ttached

1 Proe&t beneits anal'sis

(i) Financial This project is social sector project and

is prepared on no loss no pro"it #asis$

(ii) Social The project ill provide drin!ing ater "acility

to the inha#itants4i%prove the health o" inha#itants

and living standard o" the people$

(iii) Environ%ental The environ%ent ill #e cleaned a"ter

co%pletion o" the project$

1 o&ial e&tor beneits

%an Poer emplo'e /rin(

ee&/tion an operation o the proe&t

Engineer 1 /ersons

!ub Engineer 2 /ersons

5ore an 4 /ersons

!killed 100 /ersons

Kn-!killed 200 /ersons


8/297

alar' per month

Engineer s 30000 each +/onth


9/297

!ub Engineer s 20000 each +/onth

5our an s 1#000 each +/onth

!killed s "000 each +/onth

Kn-!killed s 4000 each +/onth

(v) 2%pact o" delays on project&il

cost and viability

11 Implementation o the Proe&t

Starting .ate$ 'pr=*7

Co%pletion .ate$ un=*9

1. %ana(ement tr/&t/re

*ministrati!e arran(ements or

implementation o the proe&t.

* Chie" Engineer (S) #: E .epart%ent ahore$

, Superintending Engineer E Circle ahaalpur

8 Excutive Engineer E .ivision /ahi%yar!han

7 Su# .ivisional O""icer E Su# .ivision Sadia#ad$

> Su# Engineer E Su# .ivision Sadia#ad$

16 *itional proe&tse&ision re9/ire

2ndicate additional projects < decision

reuired to opti%i6e the invest%ent

#eing underta!en on the project &il

18 Certii&ate

Certi"ied that the project has #een prepared on theguidelines provided #y the lanning Co%%ission "or

the preparation o" C=* "or the Social Sectors

repared y Executive Engineer


10/297

u#lic ealth Engg: .ivision

/ahi%yar!han

Chec!ed y Superintending Engineer

u#lic ealth Engg: Circle

)ahawalpur

'pproved y Chair%an & .

ahore


11/297


12/297


13/297


14/297


15/297


16/297

1" 40000 % 20000


26/297

10 1""40 +2 > 2#000 % #0000 - #0000 10320 #320 - #0

11 2 #000

Total 1070000 180000 1250000 2116536 866536 400000 20

ibbaGadirabad

ibbaLahir peer


27/297

#0000 #0000

&il &il

300000 &il

- -

&il

100000 -

#0000 #0000

- 10000

- 120000

Proposetora(e

?Capa&it'in )allonsB

Capa&it'or /t/reetension

?)allonsB


28/297

#0000 &il

#0000 100000

600000 266536


29/297

EITI;) "*TER :PP$< *CI$ITIE.

/b En(ineer /b i!isional i&er Ee

P/bli& =ealt En((F /b i!ision P/bli& =ealt

ai9aba Rahi

1 (anal source water supply scheme was completed during 1


30/297

/ti!e En(ineer

h En((F i!ision

'ar#han

ory which isin waterm

s completed1" from

c each waspur

(usec canal

by 55( andawl of undere water'reathe passage

inor havingn proposed,ut 61 cusecsady installed

area under

e>traction of

d near iver


31/297

R:)= CT ETI%*TE

PRAI;CE P:;G*,

EP*RT%E;T =: *; P=E EP*RT%E;T

T*TI; CIT< *I>*,*

TE=I$ *I>*,* ITTF R.*,*

*%:;T 66.617 %illion


32/297

Reeren&e C% ire&ti!e ;o C C C%12T-4*015412 ate 25-06-2012

=ITR< *; REPRTF







# 8ard piping 1$ob /umping chamber9pump house ": dia % " &o




33/297

1 !hallow tubewell of 100 cusec discharge " &os

+'hmed /ur .amma Distributory @ inor

2 ising main 20* dia '( pipe 32#00 ft1"* dia '( pipe 2100 ft

1* dia '( pipe 3000 ft

3 /umping machinery

i- 40 )7/, 200 ft head with a discharge of 100 cusec " sets

ii-30 )7/, 100 ft head with a discharge of 1#0 cusec

+'t overhead bridge site % 2 sets

4 8ard piping 1 $ob

# /ump 7ouse 12:>10: " &o

30A24 2 &o





34/297

'rea of Lone-11 % 1"0 'cres

'rea of Lone-12 % imum daily demand 1646 1 % "00 (usec

'lready avail able discharge by 9J 'hmadpur 1 > 0# % "00 (usec

'lready avail able discharge by (anal source % 00 (usec

Total D 22 C/se&.

)alance re;uired discharge % 43 C/se&.

&o of ubewell 4264 9 1 % 43 &o,

a' D 43 ;o.

TR*I;ER R T:,E "E$$

Discharge % 1 (usec

/roposed sie of strainer % 12 Cnch

/roposed slot opening area of strainer % 10 I

Entrance ?elocity % 00# ft9sec

.ength of strainer % 1 > 12 > 100 % 34 5eet

3143 > 00# > 12 > 10'dd 10I safety for socket % 3 5eet

otal length of strainer % 6000 5eet

a' D 72.00 eet.

RII;) %*I;

/roNected population upto 2034 % 40#"4 /ersons

(onsumption per capita % #0 =/(D

'verage day demand % 202imum day demand 202 1# % 3043


35/297

P:%PI;) %*C=I;ER< R T:,E "E$$

!pring .evel % 3#00 5eet

Draw down % "00 5eet

!easonal variation % 1#00 5eet

Difference of ground level % 600 5eet

.oss in specials % #00 5eet

7ead loss in rising main+as per 7ydrulic !tatement % 162 5eetotal % 24216 5eet

!ay % 1 1 > 1 100

##0 > # % 3322 )7/

a' D 40 ,=P.

EI); IP

Discharge per hour 20 P 22#00 % 4#0000 =lns

7ours storage capcity 4#0000 P % 2600000 =lns

/roposed (apacity of=! 3 &o


36/297

'rea of Lone-1 % 10 'cres

Design period % 20 8ear

Density per acre as per 2024 % 133 pers9acre

/roNected population upto 2034 % 16< /ersons


'verage day demand % 143#416 =lns

'dding 10I for institutions % 1#6" 100 > 1#0 > 100

##0 > 0 % 2"41 )7/

!ay % 30 )7/

EI); ;E -2


It is propose to &onstr/&t 1 ;o )ro/n stora(e tan# 36 t. ia. ith 16 t. or#in( epth an 1.50 tF ea stora(ean 1.0 tF ree ,oar. Total epth o )T is 20 eet.


o it is propose to install 1 et o !erti&al t/rbine p/mps &apable to (i!e a is&har(e o 1.00 &/se& a(ainst a totalhea o 150 t ire&tl' &o/ple ith !erti&al *C Ele&tri& %otor o 30 ,=P ith 25 tF &ol/mn pipe i& assembl' an I;o ill be installe in /t/re.


37/297


Density per acre as per 2034 % 16< pers9acre


/roNected /opulation upto 2034 % 3#""# /ersons

(onsumption % #0 =/(D

'verage daily demand 3#""# > #0 % 16imum daily demand 16 1# % 2


38/297




'verage day demand % 32442" =lns

'dding 10I for institutions % 3


39/297

available (apacity of B7 1 &o 40000 =lns % 40,000 =lns

available (apacity of =! # &o 20000 =lns % 100,000 =lns

available (apacity of =! 1 &o 100000 =lns % 100,000 =lns

Total D 240000 )lns.

)alance (apacity for =! % ;il )lns.

%*C=I;ER< R )T.


Density per acre asper 2024 % 133 pers9acre

'rea served % 200 'cres

/roNected /opulation upto 2024 % 223 /ersons


'verage daily demand 223 > #0 % 1331140 =lns

a>imum daily demand 1331140 > 1# % 1


40/297

% 100 (usec

!ay % 100 (usec

EI); ;E -6

'rea of Lone- % 1


41/297

!ay % #00 (usec

EI); =R *; )T.




/roNected population upto 2034 % 31041 /ersons


'verage day demand % 1##2000 =lns

'dding 10I for institutions % 1606200 =lnsake 1910 of average day demand for B7 % 160620 =lns

'vailable (apacity of B7 1 &o 20000 =lns % 20,000 =lns

'vailable (apacity of =! 2 &o 20000 =lns % 40,000 =lns

Total D 60000 )lns.

)alance (apacity for =! % 110720 )lns.

!ay % 60000 )lns.

?olum of =! % #0 % 11#1440 =lns

a>imum daily demand 11#1440 > 1# % 162610 =lns

/roposed working hour % 1" 7oursDischarge per hour 162610 9 1" %


42/297

/roposed working hour % 1" 7ours

Discharge per hour 363660 9 1" % 2040 #0 % 12##


43/297

a' D 138200 )lns.


Total D 20000 )lns.


!ay % 120000 )lns.

It is propose to &onstr/&t 1 ;o )ro/n stora(e tan# o 120000 )lns &apa&it' in /t/re.

%*C=I;ER< R )T.Design period % 10 8ear



/roNected /opulation upto 2024 % 1"3 /ersons


'verage daily demand 1"3 > #0 % 1# % 13


44/297

Discharge per hour 2214000 9 1" % 123000 =lns

Br % #46 (usec

!ay % #0 % 10"imum daily demand 10" 1# % 133#00 =lns/roposed working hour % 1" 7ours

Discharge per hour 133#00 9 1" %


45/297



Discharge per hour 113100 9 1" % 2"6 =lns

Br % 26< (usec

!ay % 300 (usec

EI); =R *; )T.

'rea of Lone-12 %


46/297

#00 mm dia 7D/E pipe % 34000 ft

4#0 mm dia 7D/E pipe % 22"00 ft

400 mm dia 7D/E pipe % 2


47/297

ONE PAGE NOTENa#e o+ Sc"e#e

Statu0 Minute has #een issued and ad%inistrative approval still aaited$

A7A Co0t 9+,$>,; Million

T7S Co0t

'e0i-97 erson

'ate o+ co##e/ce#e/t

Allocatio/ .16-.187 ,3 Million

P&%SICAL AC&IEVEMENT

Sr7D 'e0critio/ o+ Ite# Re#ar40

1 /r!a' In!esti(ation 10 $ob = -

. T/beell 1 C/se& is&har(e 10 &os = -6 P/mp =o/se 12J12J 10 &os = -

8 P/mpin( %a&hiner' or T" 10 !ets = -

9 Risin( %ainInter Conne&tion

#00 mm dia 7D/E pipe 34000 ft = =

4#0 mm dia 7D/E pipe 22"00 ft = =

400 mm dia 7D/E pipe 2


48/297

*%%E;E R:)= CT ETI%*TE

PRAI;CE P:;G*,


T*TI; CIT< *I>*,*

TE=I$ *I>*,* ITTF R.*,*

*%:;T 700.405 %illion


49/297


50/297

Reeren&e

=ITR< *; REPRTF







# 8ard piping 1$ob /umping chamber9pump house ": dia % " &o




51/297

13 Distribution system 1* dia '( pipe % 1120 ft

12* dia '( pipe % 2200 ft

"* dia '( pipe % 110: " &o

2 &o





52/297





'rea of Lone-# % 136 'cres

'rea of Lone- % 1 1 % "00 (usec

'lready avail able discharge by 9J 5a 1 > 0# % "00 (usec

'lready avail able discharge by (anal so % 00 (usec

Total D 22 C/se&.


&o of ubewell 201" 9 1 % 20 &o,

a' D 42 ;o.

esi(n perio % 1# 8ear

/roNected /opulation upto 202< % 34 #0 % 1646 1# % 221"20 =lns


Discharge per hour 221"20 9 1" % 14##


53/297

/roposed sie of strainer % 12 Cnch

/roposed slot opening area of strainer % 10 I

Entrance ?elocity % 00# ft9sec

.ength of strainer % 1 > 12 > 100 % 34 5eet

3143 > 00# > 12 > 10

'dd 10I safety for socket % 3 5eet

otal length of strainer % 6000 5eet

a' D 72.00 eet.


54/297

RII;) %*I;

Proe&te pop/lation /pto 2034 % 3116< /ersons


'verage day demand % 1##""4#0 =lns

a>imum day demand 1##""4#0 > 1# % 233"26# =lns

Jorking 7our % 1" 7ours

7ourly Discharge 233"26# 9 1" % 12 1 % "00 (usec

'lready avail able discharge by 9J 5a 1 > 0# % "00 (usec

'lready avail able discharge by (anal so % 00 (usec

Total D 22 C/se&.

)alance re;uired discharge % 3 (usec

a' D 52.00 C/se&.

is&har(e 2014

otal Demand 42 (usec 4 (usec 53 (usec 58 (usec

'vailable 1MM10 32 (usec 32 (usec 32 (usec 32 (usec

)alance 10 (usec 17 (usec 21 (usec 26 (usec

EI); RII;) %*I;

Discharge 10 (usec

!ie of pipe 20 Cnch

?elocity 4#" 5t9sec

P:%PI;) %*C=I;ER< R T:,E "E$$



!easonal variation % 1#00 5eet

Difference of ground level % 600 5eet

.oss in specials % #00 5eet

% 212 5eet

otal % 2"223 5eet

!ay % 2"#00 5eet

)7/ of Electric otor

2# > 1 > 2"# > 100

##0 > 6# % 431" )7/

a' D 50 ,=P.

EI); IP

Discharge per hour 20 P 22#00 % 4#0000 =lns

7ours storage capcity 4#0000 P % 2600000 =lns

/roposed (apacity of=! 3 &o


55/297

?olum of =! % 144,000 (ft

/roposed &o of tanks % 1 &oO

(apacity of tank % 144,000 (ft

/roposed working depth of tank % 20 5t

'rea of tank 144000 9 20 % 6,20000 !ft

Dia of tank% 6200 >4>6922Q# % 160 > 100

##0 > # % 11""" )7/

a' D 120 ,=P.

EI); ;E -1





/roNected /opulation upto 2033 % 2"60" /ersons


'verage daily demand 2"60" > #0 % 143#420 =lns

a>imum daily demand 143#420 > 1# % 21#3130 =lns/roposed working hour % 1" 7ours

Discharge per hour 21#3130 9 1" % 11


56/297


!ay % 100000 )lns.

?olum of =! % 1,000 (ft




'rea of tank 1000 9 1 % 1,00000 !ft

Dia of tank% 1000 >4>6922Q# % 3#" 5t

!ayO % 300 5t

%*C=I;ER< R )T.




/roNected /opulation upto 2023 % 212 #0 % 104imum daily demand 104 1# % 1#


57/297

EI); =R *; )T.






'verage day demand % 16 #0 % 324430 =lns

a>imum daily demand 324430 > 1# % #434# =lns/roposed working hour % 1" 7ours

Discharge per hour #434# 9 1" % 30203 =lns

Br % 1342 (usec

!ay % 600 (usec

EI); =R *; )T.






;o


58/297

'verage day demand % 32442" =lns



59/297

EI); =R *; )T.




/roNected population upto 2033 % 3#""# /ersons


'verage day demand % 16 #0 % 1331140 =lns

a>imum daily demand 1331140 > 1# % 1


60/297

)7/ of Electric otor for 100 (usec

2# > 100 > 200 > 100

##0 > 0 % 36"" )7/

a' D 40 ,=P.

EI); ;E -5





/roNected /opulation upto 2033 % 24#"2 /ersons


'verage daily demand 24#"2 > #0 % 122 1# % 1"4320 =lns


Discharge per hour 1"4320 9 1" % 102423 =lnsBr % 4## (usec

!ay % 400 (usec

EI); =R *; )T.




/roNected population upto 2033 % 24#"2 /ersons


'verage day demand % 122


61/297

'verage daily demand 1"236 > #0 % 1# % 13664 =lns


Discharge per hour 13664 9 1" % 6#


62/297


'verage daily demand 23#6 > #0 % 1316"2" =lns

a>imum daily demand 1316"2" > 1# % 1


63/297

%*C=I;ER< R )T.




/roNected /opulation upto 2023 % 2302< /ersons

(onsumption % #0 =/(D'verage daily demand 2302< > #0 % 11#1440 =lns



Discharge per hour 162610 9 1" %


64/297

EI); =R *; )T.

'rea of Lone-" % 263 'cres



/roNected population upto 2033 % 4" #0 % 1"1600 =lns

a>imum daily demand 1"1600 > 1# % 262##0< =lns


Discharge per hour 262##0< 9 1" % 1#1416 =lns

Br % 63 (usec

'verage daily demand !ay % #0 % 12##


65/297

a' D 138200 )lns.


66/297


Total D 20000 )lns.


!ay % 120000 )lns.

It is propose to &onstr/&t 1 ;o )ro/n stora(e tan# o 120000 )lns &apa&it' in /t/re.

%*C=I;ER< R )T.Design period % 10 8ear





'verage daily demand 1"3 > #0 % 1# % 13


67/297

%*C=I;ER< R )T.





(onsumption % #0 =/(D'verage daily demand 21"31 > #0 % 10imum daily demand 10 1# % 1362


68/297




'rea of tank 32000 9 1 % 2,00000 !ft

Dia of tank% 2000 >4>6922Q# % #04 5t

!ayO % #000 5t

%*C=I;ER< R )T.



'rea served % 1"0 'cres



'verage daily demand 216"0 > #0 % 10"imum daily demand 10" 1# % 133#00 =lns




69/297

/roNected population upto 2033 % 1#0"" /ersons



'dding 10I for institutions % "2


70/297

# !ub Jork &o#ising ain9Cnter (onnectio %

20F dia 7D/E pipe % 34000 ft

1"F dia 7D/E pipe % 22"00 ft

1F dia 7D/E pipe % 210 !ub Jork &o1B7

a #0000 =lns % 2 &os

a 100000 =lns % 1 &os

11 !ub Jork &o1ransmission .ine % 1" $obs

12 !ub Jork &o 7yphochlornator % 10 &os

13 !ub Jork &o =enerator % !et

R*TE

ates provided in the estimate as per market for non schedule items and as per

market schedule rates+1! 'K=K!, 2013 B 31! $'&K'8, 2014

PECIIC*TI;

he Jork will be completed according to /7E specification inforced atthe time of e>ecution of work and upto entire satisfication of Engineer in (harge

:;otal funds will be provided by the =ovtO of /unNab

TI%E $I%IThe work will take 2 years for completion if full funds will be provided by the =ovtO

$*;he land will be purchased for intermediate pumping station by /7E department9

% CT'fter completion of the scheme ' !adi;abad will be responsible for B @

CT

otal cost of the estimate is work o


71/297DEBR!aNid Cmran !D

)E;ER*$ *,TR*CT CT

1 !ub Jork &o 1 !urvey and Cnvestigation =round water 10 $ob s #64000 9-

2 !ub Jork &o 2 Jells 10 &os s *,* TE=I$ *I>*,* ITTF R*=I%



1"F dia '( pipe 1"F dia '

14F dia '( pipe 14F dia '




10F dia '(pipe 10F dia '



"F dia '( pipe "F dia '(

F dia /?( pipe F dia /?

14



pipe 1"F dia '( pipe 1"F dia '( pipe 1"F dia '( pipe 1"F dia '( pipe 1"F dia '( pipe 1"F dia '

pipe 14F dia '( pipe 14F dia '( pipe 14F dia '( pipe 14F dia '( pipe 14F dia '( pipe 14F dia '




pipe 10F dia '(pipe 10F dia '(pipe 10F dia '(pipe 10F dia '(pipe 10F dia '(pipe 10F dia '



pipe "F dia '( pipe "F dia '( pipe "F dia '( pipe "F dia '( pipe "F dia '( pipe "F dia '(

pipe F dia /?( pipe F dia /?( pipe F dia /?( pipe F dia /?( pipe F dia /?( pipe F dia /?



pipe 1"F dia '( pipe 1"F dia '( pipe 1"F dia '( pipe

pipe 14F dia '( pipe 14F dia '( pipe 14F dia '( pipe




pipe 10F dia '(pipe 10F dia '(pipe 10F dia '(pipe



pipe "F dia '( pipe "F dia '( pipe "F dia '( pipe

pipe F dia /?( pipe F dia /?( pipe F dia /?( pipe


93/297

R:)= CT ETI%*TE

PRAI;CE P:;G*,


T*TI; CIT< *I>*,*

TE=I$ *I>*,* ITTF R.*,*

*%:;T 66.617 %illion


94/297

Reeren&e C% ire&ti!e ;o C C C%12T-4*015412 ate 25-06-2012

=ITR< *; REPRTF







# 8ard piping 1$ob

/umping chamber9pump house ": dia % " &o




95/297

13 Distribution system 1* dia '( pipe % 1120 ft

12* dia '( pipe % 2200 ft

"* dia '( pipe % 110: " &o

30A24 2 &o





96/297





'rea of Lone-# % "0 'cres

'rea of Lone- % 1imum daily demand 160063"0 > 1# % 2##11060 =lns

/roposed working hour % 1" 7oursDischarge per hour 2##11060 9 1" % 14162"2 =lns

Br % 3 (usec

'lready avail able discharge by 9J 'hmadpur " > 1 % "00 (usec

'lready avail able discharge by 9J 5aal Jah 1 > 0# % "00 (usec

'lready avail able discharge by (anal source % #00 (usec

Total D 21 C/se&.


&o of ubewell 41


97/297

Br % 63 (usec

!ay % 6300 (usec

'lready avail able discharge by 9J 'hmadpur " > 1 % "00 (usec

'lready avail able discharge by 9J 5aal Jah 1 > 0# % "00 (usec


Total D 21 C/se&.

)alance re;uired discharge % #2 (usec

a' D 52.00 C/se&.

is&har(e 2013

otal Demand 41 (usec 54 (usec 63 (usec 73 (usec

'vailable 1M#M20 41 (usec 41 (usec 41 (usec 41 (usec

)alance 0 (usec 13 (usec 22 (usec 32 (usec

P:%PI;) %*C=I;ER< R T:,E "E$$



!easonal variation % 2000 5eet.oss in specials % #00 5eet

7ead loss in rising main+as per 7ydrulic !tatement % 23 5eet

otal % 1 > 10 > 100

##0 > # % 26imum day demand 363 > 1# % ##0< =lns

Jorking 7our % 1" 7ours

7ourly Discharge ##0< 9 1" % 30 =lns

Br % 0 (usec

!ay % 6300 (usec

'lready avail able discharge by 9J 'hmadpur " > 1 % "00 (usec'lready avail able discharge by 9J 5aal Jah 1 > 0# % "00 (usec


Total D 21 C/se&.

)alance re;uired discharge % -21 (usec

a' D 52.00 C/se&.

'rea of !adi;abad % 241# 'cres




/roNected /opulation upto 2033 % 3


98/297


'verage daily demand 3


99/297



/roNected population upto 2033 % 3 1# % 14#2000 =lns


Discharge per hour 14#2000 9 1" % "06 =lns

Br % 3#< (usec

'verage daily demand !ay % 400 (usec'vailable pumping set +0"2 cusecs,120 7ead,20 )7/ 2 &o % 14 (usec

% 23 (usec

!ay % 200 (usec

/roposed &o of !ets % 1M1 &os % 2 &o

=E* $E.

!uctional 7ead % 2000 5eet

.oss in specials % 2000 5eet

7ead loss pipe line i9c height of B7+as per 7yd!tatement % 110 5eet

otal % 1#000 5eet

!ay % 1#000 5eet

)7/ of Electric otor for 100 (usec

2# > 100 > 1#0 > 100

##0 > 0 % 2"41 )7/

!ay % 30 )7/

EI); ;E -2





/roNected /opulation upto 2033 % 3260# /ersons


o it is propose to install 2 ets o !erti&al t/rbine p/mps &apable to (i!e a is&har(e o 1.00 &/se& a(ainst a totalhea o 150 t ire&tl' &o/ple ith !erti&al *C Ele&tri& %otor o 30 ,=P ith 15 tF &ol/mn pipe i& assembl'


100/297


'verage daily demand 3260# > #0 % 13#240 =lns

a>imum daily demand 13#240 > 1# % 24#2"0 =lns


Discharge per hour 24#2"0 9 1" % 13260 =lns

Br % 0 (usec

!ay % #0 (usec

EI); =R *; )T.

'rea of Lone-2 % 200 'cresDesign period % 20 8ear







101/297





'verage day demand % 330314>6922Q# % #04 5t

!ayO % #000 5t

%*C=I;ER< R )T.






102/297

/roNected population upto 2033 % 3260# /ersons



'dding 10I for institutions % 164>6922Q# % 3#" 5t

!ayO % 300 5t

%*C=I;ER< R )T.







a>imum daily demand 121310 > 1# % 1"1


103/297




'verage daily demand 130"2 > #0 % #4100 =lns

a>imum daily demand #4100 > 1# % 1# % 626" #0 % 11""imum daily demand 11"" 1# % 242"33# =lns


Discharge per hour 242"33# 9 1" % 134


104/297

EI); =R *; )T.

'rea of Lone- % 1


105/297

'vailable (apacity of B7 1 &o 20000 =lns % 20,000 =lns


Total D 60000 )lns.


!ay % 100000 )lns.

?olum of =! % 1,000 (ft

/roposed &o of tanks % 1 &oO(apacity of tank % 1,000 (ft


'rea of tank 1000 9 1 % 1,00000 !ft

Dia of tank% 1000 >4>6922Q# % 3#" 5t

!ayO % 300 5t

%*C=I;ER< R )T.




/roNected /opulation upto 2023 % 20 #0 % 31314imum daily demand 31314 1# % 4


106/297

!ay % 12#0 (usec

EI); =R *; )T.

'rea of Lone-" % 3"3 'cres






'dding 10I for institutions % 3444#0 =lnsake 1910 of average day demand for B7 % 3444# =lns

a' D 344500 )lns.


'vailable (apacity of =! 1 &o "0000 =lns % "0,000 =lns

'vailable (apacity of =! 2 &o 40000 =lns % "0,000 =lns



!ay % 114000 )lns.

It is propose to &onstr/&t 1 ;o )ro/n stora(e tan# o 114000 )lns &apa&it' in /t/re.%*C=I;ER< R )T.







a>imum daily demand 2323202 > 1# % 34"4"02 =lns


Discharge per hour 34"4"02 9 1" % 1


107/297

'verage day demand % 1 #0 % "#"#00 =lns

a>imum daily demand "#"#00 > 1# % 12"66#0 =lns


Discharge per hour 12"66#0 9 1" % 61#42 =lns

Br % 31" (usec

!ay %


108/297

?olum of =! % ",000 (ft


(apacity of tank % ",000 (ft


'rea of tank "000 9 1 % #0000 !ft

Dia of tank% #00 >4>6922Q# % 2#23 5t

!ayO % 2#00 5t

%*C=I;ER< R )T.




/roNected /opulation upto 2023 % 1 1#0 > 100

##0 > 0 % 2"41 )7/

!ay % 30 )7/

EI); ;E -11

'rea of Lone-1 % 1"0 'cres






109/297

'verage day demand % 146000 =lns

'dding 10I for institutions % 12300 =lns

ake 19 of average day demand for B7 % 1230 =lns

/roposed (apacity of =! 2 &o 100000 =lns % 200,000 =lns


!ay % 100000 )lns.

?olum of =! % 1,000 (ft/roposed &o of tanks % 1 &oO



'rea of tank 1000 9 1 % 1,00000 !ft

Dia of tank% 1000 >4>6922Q# % 3#" 5t

!ayO % 300 5t

%*C=I;ER< R )T.




/roNected /opulation upto 2023 % 216"0 /ersons(onsumption % #0 =/(D

'verage daily demand 216"0 > #0 % 10"imum daily demand 10" 1# % 133#00 =lns




110/297

Br % 26< (usec

!ay % 6922Q# % 264 5t

!ayO % 2"00 5t

%*C=I;ER< R )T.



'rea served % #0 % ##00 =lns

a>imum daily demand ##00 > 1# % "34 100 > 10 > 100

##0 > 0 % 3030 )7/

!ay % 30 )7/


o it is propose to install 2 ets o !erti&al t/rbine p/mps &apable to (i!e a is&har(e o1.00 &/se& a(ainst a total hea o 150 t ire&tl' &o/ple ith !erti&al *C Ele&tri& %otor o 30,=P ith 15 tF &ol/mn pipei& assembl'


111/297

CPE "R@

he estimate consists of following scope

!ub Jork &o1 !urvay @ Cnvestigation % 20 $ob

!ub Jork &o2 ubewell 1 (usec discharge % 20 &os

!ub Jork &o3 /ump 7ouse 12>12 % 20 &os

!ub Jork &o4 /umping achinery % 20 !ets

!ub Jork &o# ising ain9Cnter (onnection %

2" i9d % SE5T ft24 i9d % SE5T ft20F i9d % SE5T ft1"F i9d % 34000 ft1F i9d % SE5T ft14F i9d % 2


112/297

/b En(ineer /b i!isional i&er Ee&/ti!e En(ineer

P/bli& =ealt En((F /b i!ision P/bli& =ealth En((F i!ision

ai9aba Rahim'ar#han


113/297


114/297


115/297


116/297


117/297

V


118/297


119/297


120/297


121/297


122/297


123/297


124/297


125/297


126/297


127/297


128/297


129/297


130/297


131/297


132/297


133/297

:, "R@ ;. 1 :RAE< *; I;AETI)*TI;.

1 /rovision for trial bore s 424000 9-

+Detail attached

2 Electric esistivety !urvey complete in all respect

10 &os /robes H s 1#000 Each s 1#0000 9-

Total Rs. 574000 9-


134/297

ET*I$ TRI*$ ,RE

1 Chapter 23 item ;o.1

)oring for tubewell in all types of soil e>cept shingle and

rock, from ground level to 100 ftO +30m depth, including

sinking and withdrawing of casing pipe, completeF i9d 100 ft H s 1464# /ft s 1464# 9-

2 Chapter 23 item ;o.2

)oring for tubewell in all types of soil e>cept shingle and

rock, from ground level to 1001 ftOto 200 ftO +30 to 0 m depth,sinking and withdrawing of casing pipe, complete

F i9d 100 ft H s 22


135/297

/b "or# ;o.2

T:,E "E$$ 1 C/se&

Chapter 23 item ;o.5

1

5rom ground level to 2#0: below ground level 1#* to 1"*dia0 to 2#0 200 ft H s 3 10" > 02# > 200 % 1"3 (ft

otal 1"3 (ft

&et otal 3#3 - 1"3 % D 170 Ct

160 (ft H s 666# /er (ft s 1323 9-


6

62 7ours H s 10


136/297

:, "R@ ;oF 3 P:%P =:E 12J 12J IE.


1

.Jall 2 > 113 > 3 > 22# % 21" (ft

!hort Jall 2 > 1013 > 3 > 22# % 136 (ft

/linth protection wall 4 > 1 2 > 12# % 1 0# % 2" (ft3rd stepO 2 > 143 > 1# > 3# % 1#4 (ft

!hort wall

1st stepO 2 > 10"" > 22# > 0# % 24 (ft

2nd stepO 2 > 112# > 1"6# > 0# % 21 (ft

3rd stepO 2 > 113 > 1# > 3# % 122 (ft

/linth protection wall

1st stepO 4 > 1 1# > 0# % #< (ft

2nd stepO 4 > 1 113 > 0# % 44 (ft

3rd stepO 4 > 1 06# > 2 % 116 (ft

otal % 04 (ft

04 (ft H s 1#61# /er I (ft s


137/297

super structure

.Jall 2 > 142# > 112# > 12 % 3"# (ft

!hort Jall 2 > 12 > 112# > 12 % 324 (ft

/arapet

.Jall 2 > 142# > 06# > 136# % 2< (ft

!hort Jall 2 > 13 > 06# > 136# % 26 (ftotal % 6# (ft

DEDK(CB&

Door 1 > 4 > 112# > 6 % 32 (ft

'lmira 1 > 3 > 06# > 4 % < (ft

window 1 > 3 > 112# > 4 % 14 (ft

cwindow 2 > 3 > 112# > 1# % 10 (ft

otal % 4 (ft

&et % 6#-4 % 601

601 (ft H s 11433# /er I (ft s 1131# 9-

Chapter 6 item ;o.6

oof slab 1 > 13# > 13# > 0# % 4 > 1# > 02# % 2 (ftD sun shade 1 > # > 1# > 02# % 2 (ft

(J sun shade 2 > 42# > 1# > 02# % 3 (ft

.intal Door 1 > > 112# > 0# % 3 (ft

.intal window 1 > # > 112# > 0# % 3 (ft

.intal 'lmirah 1 > # > 112# > 0# % 3 (ft

.inta (J 2 > 4 > 112# > 0# % # (ft

otal % 111 (ft

111 (ft H s 2


138/297

< (ement pointing struck Noints on walls upto 20+ m height ratio 1O2

i9c e>tra cost of labour and material for red o>ide pigment in cement

pointing to match with the colour of bricks

4 > 142# > 1#13 % "2 !ft

plinth protection wall 4 > 202# > 1 % "1 !ft

otal % 4 > 6 % 2" !ft

(Jindow 2 > 3 > 1# % < !ft

Jindow 1 > 3 > 4 % 12 !ft

otal % 4< !ft

&et % 4 > 6 % # !ft

Jindow 1 > 2 > 3 > 4 % 24 !ft

'lmirah 1 > 2 > 3 > 4 % 24 !ft

(Jindow 2 > 2 > 3 > 1# % 1" !ft

otal % 122 !ft

122 !ft H s 123 16 > 22# > 02# % 3" (ft

otal % 10 (ft

10 !ft H s 1461"0 /er I (ft s 1##" 9-


13 /roviding and fi>ing marble strips of any shade for dividing the

mosaic flooring into panels

sie 1-192F> 39"F

2 > # > 12 % 120 ft

4 > " > 3 %


139/297

21 ft H s 0 /ft s 142 9-


14 /roviding and laying topping of cement concrete 1O2O4 i9c surface

finishing and dividing in pannels1-192F thick

1 > 12 > 12 % 144 !ft

4 > 162# > 3 % 206 !ftotal % 3#1 !ft

21 !ft H s 2 113 > 3 > 22# % 21" (ft

/linth protection wall 2 > 1013 > 3 > 22# % 136 (ft

4 > 1 2 > 12# % 1


140/297

TotalF- Rs. 416468 -

a'F- Rs. 416500 -5or 10 &os 4165000

4165000 (9B to =eneral 'bstract of cost


141/297

/b or# ;o. 4 P:%PI;) %*C=I;ER< ?or T/be "ellB

1

*CCERIE

a

1 !et

b 1 &o

c

1 &o

e

1 $ob

f 1 $obg 1 $ob

h 1 $ob

i !95 kit kat fuses 0 to #00 volts 4F dia on bord china made 3 &os

N

1 $ob

k

1 $ob

l !95 4F i9d (C non return valve )!! on delivery 1 &o

m 2 &o

n 1 $ob

o 1 $ob

p

1 &o

; 1 !et

(omplete 1 !et S H s 12#0000 Each Rs. 1250000

S Rs. 1250000

5or 10 &os 12500000

12500000 (9B to general 'bstract of cost

(onditions

i inimum efficiency of pumping machinery must be at least 6#I

ii wo years un conditioned full warranty to be obtained from contractor9 manufacture

iii /hysical test for efficiency of pump at the test bed of manufacture before supply

iv (ontractor must mention the name of the approved manufacturer at the time of submitting tender

v he contractor will install the machinery under supervision of the manufacturer representative

!upplying, installtion and testing of vertical turbine pumping unit + anufactured by approved manufacturesof 7KD @ /7ED capable to give a discharge of 1 cusec of clear water against a total dynamic head of 13 made of 191F thick ! sheet with1-192>1-192>391F angle iron frame dully painted in smoke colour

!95 phase indicator i9c cost of brass holder bulb 0 volts and its wiringcomplete in all respect

!95 of electric wiring of suitable sie in fle>ible /?( pipe +safe @ protected Earthing of motor and other e;uipment using copper strip charcoal etc as

!95 (C flanged special of )!! ;uality re;uired on delivery complete in allrespect

!95 base plate of channal 2#0F>2#0F of suitable sie properly grouted infoundation i9c nuts and bolts complete in al respect

/(( +1O2O4 foundation of pump and motor as per manufacturersspecification with stainless steel &uts and )olts complete in all respect

!95 (C sluice valve of 4F i9d as per )!! on delivery end complete in allrespect

Cnternal electification of pump house complete for lighting inside and out side

!95 delivery pipe 4F i9d ! pipe in pump house 2# ftO out side pump houseto connect with rising main complete in all respect

!upplying of test report from E/(B +J'/D' by the approvedcontractors

/roviding and fi>ing chain pully block 3 tons capacity with #- meter chain


142/297

vi he (K will be certified for capability by the manufacturer of pumping machinery


143/297


144/297


145/297

/b or# ;o. 5 $*R P:%P

1

(omplete 1 !et S H s 46"0000 Each Rs. 4780000

S Rs. 4780000

5or 2 &os 560000


!upplying, installtion and testing of solar pumping unit + anufactured by approvedmanufactures of 7KD @ /7ED9 J'/D' capable to give a discharge of 1 cusec of clearwater against a total dynamic head of 160 ft with 60 ft colunmn pipe directly coupledcomplete solar energy system


146/297

:, "R@ ;. 5 RII;) %*I;ITRI,:TI; 400 > 4#0 % 12000 (ft

4#0 mm dia 7D/E pipe +1" 22"00 > 300 > 400 % 26300 (ft

400 mm dia 7D/E pipe +1 2 300 > 400 % 300 > 400 % 000 (ft

4 dia /?( pipe 100 > 2#0 > 36# %


147/297

12F i9d 20 &o H s 3#"0


148/297

/b or# ;o.6 IP 00000 )lns

1


149/297

/b or# ;o. 7 )T 200000 )lns

1

200000 =lns S H s 4#1 / =lns Rs. 032700

5or 1 ;os 032700

)T 100000 )lns

1

100000 =lns S H s ##6# / =lns Rs. 5574800

5or 2 ;os 1114600)T 50000 )lns

1

0000 =lns S H s


150/297

/b or# ;o. 8 ?aB P:%PI;) %*C=I;ER< ?or IPB

1

*CCERIE

a

1 !et

b 1 &o

c

1 &o

e

1 $ob

f 1 $ob

g 1 $ob

h 1 $ob


N

1 $ob

k

1 $ob


m 2 &o

n 1 $ob

o 1 $ob

p

1 &o

; 1 !et

(omplete 1 !et S H s 2000000 Each Rs. 2000000

S Rs. 2000000

5or 5 ;os 10000000


(onditions






!upplying, installtion and testing of vertical turbine pumping unit + anufactured by approved manufacturesof 7KD @ /7ED capable to give a discharge of 4 cusec of clear water against a total dynamic head of 160ft with 2# ft colunmn pipe directly coupled with verticle 3 phase 120 )7/ electric motor +!iemens 3"09440?olts holllow shaft with following technicall data and accessories complete in all respect+


151/297



152/297


153/297


154/297


155/297


156/297

/b or# ;o. 8 ?&B P:%PI;) %*C=I;ER< ?or )TB

1

*CCERIE

a

1 !et

b 1 &o

c

1 &o

e

1 $ob

f 1 $ob

g 1 $ob

h 1 $ob


N

1 $ob

k

1 $ob


m 2 &o

n 1 $ob

o 1 $ob

p

1 &o

; 1 !et

(omplete 1 !et S H s 12#0000 Each Rs. 1250000

S Rs. 1250000

5or 1 ;os 1250000


(onditions






!upplying, installtion and testing of vertical turbine pumping unit + anufactured by approved manufacturesof 7KD @ /7ED capable to give a discharge of 1 cusec of clear water against a total dynamic head of 200ft with 2# ft colunmn pipe directly coupled with verticle 3 phase 40 )7/ electric motor +!iemens 3"09440?olts holllow shaft with following technicall data and accessories complete in all respect+14#0 /

!upplying of tool kit comprising of one china spanner set, one china screw

wrench of 12F !ie, 1 china insulated pliers "F sie and 1 china screw driverset, 1 grase gun for lubricating

!upplying of (K +motor controll unit of same rating as per electric motorconsisting of volt meter ampare meter relays,transformer,circuit breaker,on9off switch ,fuse etc complete in all respect

Cnstallation of (K on matellic board 4>3 made of 191F thick ! sheet with1-192>1-192>391F angle iron frame dully painted in smoke colour

!95 phase indicator i9c cost of brass holder bulb 0 volts and its wiringcomplete in all respect

!95 of electric wiring of suitable sie in fle>ible /?( pipe +safe @ protected

Earthing of motor and other e;uipment using copper strip charcoal etc as

!95 (C flanged special of )!! ;uality re;uired on delivery complete in allrespect

!95 base plate of channal 2#0F>2#0F of suitable sie properly grouted infoundation i9c nuts and bolts complete in al respect

/(( +1O2O4 foundation of pump and motor as per manufacturersspecification with stainless steel &uts and )olts complete in all respect

!95 (C sluice valve of 4F i9d as per )!! on delivery end complete in allrespect

Cnternal electification of pump house complete for lighting inside and out side

!95 delivery pipe 4F i9d ! pipe in pump house 2# ftO out side pump houseto connect with rising main complete in all respect

!upplying of test report from E/(B +J'/D' by the approvedcontractors

/roviding and fi>ing chain pully block 3 tons capacity with #- meter chain


157/297



158/297


159/297


160/297

/b or# ;o. 8 ?B P:%PI;) %*C=I;ER< ?or )TB

1

*CCERIE

a

1 !et

b 1 &o

c

1 &o

e

1 $ob

f 1 $ob

g 1 $ob

h 1 $ob


N

1 $ob

k

1 $ob


m 2 &o

n 1 $ob

o 1 $ob

p

1 &o

; 1 !et

(omplete 1 !et S H s 1600000 Each Rs. 1700000

S Rs. 1700000

5or 2 ;os 3400000


(onditions






!upplying, installtion and testing of vertical turbine pumping unit + anufactured by approved manufacturesof 7KD @ /7ED capable to give a discharge of 3 cusec of clear water against a total dynamic head of 200ft with 2# ft colunmn pipe directly coupled with verticle 3 phase 100 )7/ electric motor +!iemens 3"09440?olts holllow shaft with following technicall data and accessories complete in all respect+


161/297



162/297


163/297


164/297

:, "R@ ;oF I;)$E R% T* >:*RTER


.Jall oom 2 > 1 200 > 200 % 1#2 (ft

!hort Jall 2 > 126# > 200 > 200 % 102 (ft

!mall Jall ?er 1 > 126# > 1#0 > 1#0 % 2< (ftitchen .ong Jall 1 > 106# > 200 > 200 % 43 (ft

itchen !hort Jall 2 > 46# > 200 > 200 % 3" (ft

)ath 2 > 1100 > 1#0 > 1#0 % #0 (ft

!hort Jall 3 > 32# > 1#0 > 1#0 % 22 (ft

otal % 43 (ft

43 (ft H s 3"33#0 /er Io (ft s 161 9-


atio +1OO12

.Jall oom 2 > 1 200 > 06# % #6 (ft

!hort Jall 2 > 126# > 200 > 06# % 6 (ft

!mall Jall ?er 1 > 126# > 1#0 > 06# % 14 (ft

itchen .ong Jall 1 > 106# > 200 > 06# % 1 (ft

itchen !hort Jall 2 > 46# > 200 > 06# % 14 (ft

)ath 2 > 1100 > 1#0 > 06# % 2# (ft

!hort Jall 3 > 32# > 1#0 > 06# % 11 (ft

otal % 213 (ft

213 (ft H s "46 166# > 1#0 > 06# % 40 (ft2 > 1636# > 112# > 212# % "3 (ft

!hort Jall 2 > 132# > 1#0 > 06# % 30 (ft

2 > 132# > 112# > 212# % # (ft

!hort Jall ?er 1 > 1400 > 06# > 212# % 22 (ft

itchen 1 > 102# > 1#0 > 06# % 12 (ft

1 > 06# > 212# % 2" (ft

!hort Jall 3 > 400 > 06# > 212# % 1< (ft

otal % 31 (ft

31 (ft H s SSS /er I (ft s #60 9-Chapter 6 item ;o.33-b

4

.ong wall 2 > 1400 > 112# % 32 (ft

1 > 1400 > 06# % 11 (ft

2 > 166# > 112# % 40 (ft

2 > 00 > 112# % 14 (ft

1 > 112# % 11 (ft

)ath 2 > 102# > 06# % 1# (ft

3 > 400 > 06# % < (ft

otal % 131 !ft

131 !ft H s 442


165/297

Chapter 7 item ;o.5# /acca brick work in ground floor in 1O# cement sand morter

.Jall oom 2 > 1##0 > 06# > 10"6# % 2#3 (ft

!hort Jall oom 2 > 06# > 10"6# % 14" (ft

.Jall ver 2 > 1##0 > 06# > 400 > 06# > "36# % #0 (ft

otal % 100# (ft

DEDK(CB&

?er Dening 2 > #"6# > 06# > 600 % 2 (ft

?er Dening 1 > 4#0 > 06# > 600 % 24 (ft

Door 1 > 3#0 > 06# > #0 % 16 (ft

window 1 > 300 > 06# > 400 % < (ft

Jindow 1 > 200 > 06# > 400 % (ft

(9Jall 1 > 300 > 06# > 1#0 % 3 (ft.intle door 1 > 4#0 > 06# > 0#0 % 2 (ft

Jindow of c9w 1 > 4#0 > 06# > 0#0 % 2 (ft

)ath @ .atOdoor 2 > 2#0 > 06# > 00 % 23 (ft

Jindow of c9w 1 > 300 > 06# > 0#0 % 1 (ft

.intle 2 > 3#0 > 06# > 0#0 % 3 (ft

.intle over open 1## > 6#0 > 06# > 0#0 % 44 (ft

otal % 1 146# > "00 > 036# % 44 (ft

)ath @ .atO 1 > 6# > 036# % 2# (ft.at @ )ath 1 > 46# > 036# % 16 (ft

.intle over m9d 1 > "# > 06# > 06# % 4 (ft

1 > 4#0 > 06# > 0#0 % 2 (ft

4 >200 > 06#

>0#0

%3

(ft

1 >300 > 06#

>0#0

%1

(ft

2 >3#0 > 06#

>0#0

%3

(ft

Bpening door 1 > ##0M6# > 06# > 0#0 % < (ft

otal % 12 (ft

12 (ft H s 2


166/297

12 H 6# lbs9 (ft % 10113 mm

made of ! sheet 1" !J= fitted with plain cement concrete 1OO3 etc

complete with all fittings and hammer painting ,i9c carriage to site and

fi>ing in position

Door of (9yard 1 > 400 > 600 % 2" !ft

oom Door 1 > 3#0 > #0 % 23 !ft

Door itchen 1 > 300 > #0 % 20 !ft

.atO@ )ath 2 > 2#0 > 00 % 30 !ft

otal % 101 !ft

101 !ft H s 321# /er !ft s 3#66 9-

rough cost w.s.s sadiqabad amended aa

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