PH per meter area estimate

8/13/2019 PH per meter area estimate

1/36

ITEMS CODE Rs. UNIT

EARTH WORK EWS 50 PER CUM

EWHS 80 PER CUM

EWOR 250 PER CUM

EWHR 650 PER CUM

EWMR 400 PER CUM

CEMENT CONCRETE CCM10 3400 PER CUMCCM15 4200 PER CUM

CCM20 4600 PER CUM

CCM25 4900 PER CUM

CCM30 5200 PER CUM

CCM40

SHUTTERING SHTR 250 PER SQM

STEEL REINORCEMENT STEEL 65 PER KG

STEEL A!RICATION STL!R "0 PER KG

CI SPECIALS CISPL 50 PER KG

DI SPECIALS DISPL 90 PER KGMS SPECIALS MSSPL "0 PER KG

WATER !AR WT!R 350 PER M #

RR STONE MASONAR$ %P RRP 2500 PERCUM

DPC DPC 4500 PERCUM

RRSUR 2800 PERCUM

CEMENT PLASTER 1&6 CM CEPL 100 PERSQM

!'()*+ ,-(* */-/ !W 800 PER M

COLOR WASHING COLWASH 20 PERSQM

CUR! STONE CUR! 200 PER M

EPENSION OINT IN ROAD EPR 50 PER M

SHOULDER IN ROAD SHOLD 2000 PERSQM

ROAD ORMATION ORM PERSQM

ERRO CEMENT COERS CC 1000 PERSQM

!IRCK MASONAR$ !MP 2300 PERCUM

PRECAST !UEL WALL SLA! PC!WS 1200 PERSQM

PLASTER CM 1&4 CMP 110 PERSQM

GRITE WASH PLASTER GWP 300 PERSQM

C7'*+ S-: COMPSOIL 250 PERCUM

E#; P'-/ EPPAINT 250 PER SQM

G('


2/36

210


3/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(


4/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(


5/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(U% o/ # 414.09 "!"&* "*#&&

% 16 15.00 1.70 0.80 0.30 6

15.00 2.38 0.60 0.30 6

15.00 3.05 0.45 0.60 12

15.00 3.20 0.30 0.60 9

1.00 3.43 0.80 0.30 0.82

1.00 4.11 0.60 0.30 0.74

1.00 4.78 0.45 0.60 1.29

1.00 4.93 0.30 0.60 0.89

1.00 5.43 0.80 0.30 1.30

1.00 6.11 0.60 0.30 1.101.00 6.78 0.45 0.60 1.83

1.00 6.93 0.30 0.60 1.25

"% !"'&&

en"er!n s'u""er!n !"' pl&ood or s"eels'ee"s !nclud!n s"ru""!n propp!n *rac!n *o"'

a&s !"' s"eel props and remo)al o/ /ormorko/ /ounda"!on /oo"!n s"rap *eam ra/" *ase o/column e"c

en"er!n s'u""er!n !"' pl&ood or s"eels'ee"s !nclud!n s"ru""!n propp!n *rac!n *o"'

a&s !"' s"eel props and remo)al o/ olumnsP!lllars Pos"s and "ru"s

en"er!n s'u""er!n !"' pl&ood or s"eel

s'ee"s !nclud!n s"ru""!n propp!n *rac!n *o"'

a&s !"' s"eel props and remo)al o/ uspended/loor #oo/s and!n "a!rcase *alcon!es urderscan"!l!)er c'aas l!n"els *eams and pl!n"' *eame"c

Pro)!d!n and /a*r!ca"!n re!n/orcemen" /or #...ork !nclud!n s"ra!'"en!n cu""!n *end!nplac!n !n pos!"!on and *!nd!n +!nclud!n cos" o/*!nd!n !re- all comple"e up "o /loor /!)e le)el.

R,n2o; R4993e stone ;,sonr: 5or

5o4n2,tion ,n2 p3int in Ce;ent S,n2

;ort,r ,9o=e %&CM tic1 0,33 in>


6/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(

Br!ck ork !"' mac'!ne moulded per/ora"ed

*r!cks o/ class des!na"!on 125 con/!rm!n "o ; 2222 1991 !n supers"ruc"ure a*o)e pl!n"' le)el

up"o /!)e /loor le)el !n cemen" mor"ar 14

H,35 9ric1 ;,sonr: in S4perstr4ct4re@ ,9o=ep3int 3e=e3 4pto 53oor 6 3e=e3 4sin7 9ric1s

o5 2esi7n,tion )

Pro)!d!n and /!(!n %ar*le s"one /loor!n "a*le

ru**ed 1518 mm "'!ck o)er 20mm +A).- "'!ck

*ase o/ % 14 +1 cemen" 4 coarse sand-

o!n"!n !"' '!"e cemen" mor"ar 12 +1 '!"ecemen" 2 mar*le dus"- !"' p!men" "o ma"c'

"'e s'ade o/ "'e mar*le sl

Plas"er on ne sur/ace on alls !n cemen" sand

mor"ar 14 !nclud!n rack!n o/ o!n"s e"c.comple"e /!ne /!n!s'


7/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(o"a s"one sla* /loor!n 25 mm "'!ck o)er 20 mm

+a)erae- "'!ck *ase la!d o)er and o!n"ed !"'

re& cemen" slurr& m!(ed !"' p!men" "o ma"c'

"'e s'ade o/ "'e sla* !nclud!n ru**!n and

pol!s'!n comple"e !"' *ase o/ cemen" mor"ar 1

4 +1 cemen" 4 coarse sand-

Pro)!d!n and /!(!n 1s" ual!"& %A? /!n!s'ed

cerem!c "!le s!e 300(300mm con/!rm!n "o ;

13755 and ; 15622 colour suc' as '!"e re&

!)or& /ume red *ron l!'" reen l!'" *lue and

o"'er l!'" s'ades !n /loors s"eps p!llars e"c. la!d

on a *ed o/ nea" cemen" slurr& /!n!s'ed !"' /lus'

po!n"!n !n "'e '!"e cemen" m!(ed !"' p!men"

"o ma"c' "'e s'ade o/ "'e "!le comple"e +!nclud!n

"'e cos" o/ cemen" mor"ar *ed 14-.


8/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(


9/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(


10/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'* P>7 H>s*

C/('( MS ECL C/s>:'/ MS S'('s,'- T*=/-': S*(

comple"e!nclud!n all sca//old!n as per

manu/ac"urerDs spec!/!ca"!on.

?o or more coa"s on ne ork !nclud!n

prepar"!on o/ *ase !"' pr!mer pu""& l!pp& e"c

comple"e !n all respec".

Pa!n"!n !"' s&n"'e"!c enamel pa!n" o/ appro)ed

*rand and manu/ac"ure "o !)e an e)en s'ade ?o or more coa"s on ne ork


11/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'*

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A;o4nt-Rs.


12/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@*

A;o4nt

-Rs.

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13/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+

A;o4nt

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14/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es

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15/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+

A;o4nt

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!%*@)&$#)%

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16/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+

A;o4nt

-Rs.

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17/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es

A;o4nt

-Rs.

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18/36

C='7)': !>/+- D(-/?-/ W'*( S>:; P(@* D*'-:*+ Es-7'

A;o4nt-Rs.

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19/36

NLWSP P='s* II P'?'*9 BCDS6 K>='7'/

ESTIMATE FOR CONSTRUCTION OF PUMP HOUSE

DescriptionNos L B H QTY

E/W

1

1.8

unk Por"!on 1.00 42.30 7.90 1.50 501.26

Add Block 15.00 2.50 2.50 1.35 126.56

Under Wall 13 1.00 1.20 1.35 21.06

1 4.95 1 1.2 5.94

9 3.23 1 1.2 34.88

($*#& !)!#&&

unk Por"!on 1.00 42.30 7.90 0.80 '(#%"

olumns 26.00 2.50 2.50 0.70 !!%#)

# Wall on !de 24.00 1.00 1.93 0.70 %'#"'

# Wall 'or" !de 2.00 4.95 1.93 0.70 !%#%

426.88 !"$#&&

# Wall on !de 24.00 1.00 1.93 0.50 23.16

# Wall 'or" !de 2.00 4.95 1.93 0.50 9.55

%'#! !'#&&

PCC

53.1.5

olumn 41 2.5 2.5 0.15 38.44

Under Wall 13 1 1 0.15 1.95

1 4.95 1 0.15 0.74

9 3.23 1 0.15 4.36

# Wall 24 1 1.93 0.15 6.95

)'#"" '(")#&&

PCC

Pump $ounda"!on 8 2 1.5 0.15 3.6014 1.5 0.9 0.15 2.84

%a!n"a!nanc Wa& 1 3.5 2 0.15 1.05

Under $loor PH 12 6.93 3.2 0.1 26.61

Add Block 12 4.93 3.2 0.1 18.93

on"rol #oom 1 4.93 3.2 0.1 1.58

%a!n"a!nanc Wa& 1 6.93 3.2 0.1 2.22

Par"!"!on Wall 1 2.5 1 0.15 0.38

Pl!n"' Pro"ec"!on 2 47.5 1 0.1 9.50

2 14.5 1 0.1 2.90

1 3.8 1.5 0.1 0.57

! '!")#&&

S#No#

R,te-Rs.

E,rt 0or1 !n e(ca)a"!on *& mec'an!cal means+H&draul!c ,(ca)a"or - manual means !n

/ounda"!on "renc'es or dra!ns +no" e(ceed!n 1.5m !n !d"' or 10 sum on plan- !nclud!n dress!n

o/ s!des and ramm!n o/ *o""oms l!/" up"o 1.5 m!nclud!n "ak!n ou" "'e e(ca)a"ed so!l and

depos!"!n and re/!ll!n o/ '!r! !"' a"er!n ramm!n and d!sposal o/ surplus e(ca)a"ed so!l

as d!rec"ed !"' !n a lead o/ 50 me"er.

E,rt 0or1 !n e(ca)a"!on *& mec'an!cal

means +H&draul!c ,(ca)a"or- manual means

o)er areas +e(ceed!n 30 cm !n dep"' 1.5m !n

!d"' as ell as 10 sm on plan- !nclud!n

d!sposal o/ e(ca)a"ed ear"' lead up"o 50 m and

l!/" up"o 1.5m "o 3m d!sposed ear"'

E,rt 0or1 !n e(ca)a"!on *& mec'an!cal

means +H&draul!c ,(ca)a"or- manual means

o)er areas +e(ceed!n 30 cm !n dep"' 1.5m !n

!d"' as ell as 10 sm on plan- !nclud!n

d!sposal o/ e(ca)a"ed ear"' lead up"o 50 m and

l!/" up"o 3m "o 4.5m d!sposed ear"'

%10 rade om!nal %!( P1 3 6 +1 cemen" 3 coarse sand 6 raded

s"one area"e 40mm nom!nal s!e-.

%10 rade om!nal %!( P1 5 10 +1 cemen" 5 coarse sand 10 raded

s"one area"e 40mm nom!nal s!e-.


20/36



S#No#

R,te-Rs.

RCC M+'&

7

4.5


21/36



S#No#

R,te-Rs.

!!#!" "$$$#&&


22/36



S#No#

R,te-Rs.

9

4.1

olumn $oo"!n 41 8.80 0.30 108.24

Pedes"al 41 2.10 0.45 38.75on"rol #oom 13.00 1.50 4.88 95.06

%a!"a!nance Wa& 2.00 1.50 6.00 18.00

ump 26 1.5 10.175 396.83

Calan"ar& uppor" 24 1.5 0.4 14.4

671.27 !!!#&&

ump # Wall 48.00 1.30 0.30 18.72

on !de 48.00 2.25 0.30 32.40

48.00 3.20 3.50 537.60

4.00 5.25 0.30 6.30

4.00 6.13 0.30 7.35

4.00 7.00 3.50 98.00

U% o/ # 357.70 %)& ((#&&

% 14

Add Block and on"rol #oom 13.00 1.30 0.80 0.30 4

13.00 2.18 0.60 0.30 5

13.00 3.05 0.45 0.60 11

13.00 3.20 0.30 0.60 7

%a!n"a!nance Wa& 1.00 5.25 0.80 0.30 1.26%a!n"a!nance Wa& 1.00 5.05 0.60 0.30 0.91

%a!n"a!nance Wa& 1.00 6.85 0.45 0.60 1.85

%a!n"a!nance Wa& 1.00 7.00 0.30 0.60 1.26

Add Block and alls 9.00 3.25 0.80 0.30 7.02

9.00 3.25 4.85 0.30 42.56

9.00 4.85 0.45 0.60 11.79

9.00 5.00 0.30 0.60 8.10

!&' '!)#&&

en"er!n s'u""er!n !"' pl&ood or s"eels'ee"s !nclud!n s"ru""!n propp!n *rac!n *o"'a&s !"' s"eel props and remo)al o/ /ormork

o/ /ounda"!on /oo"!n s"rap *eam ra/" *ase o/column e"c

en"er!n s'u""er!n !"' pl&ood or s"eels'ee"s !nclud!n s"ru""!n propp!n *rac!n *o"'a&s !"' s"eel props and remo)al o/ uspended/loor #oo/s and!n "a!rcase *alcon!es urderscan"!l!)er c'aas l!n"els *eams and pl!n"' *eam

e"c

Pro)!d!n and /a*r!ca"!n re!n/orcemen" /or #...ork !nclud!n s"ra!'"en!n cu""!n *end!n

plac!n !n pos!"!on and *!nd!n +!nclud!n cos" o/*!nd!n !re- all comple"e up "o /loor /!)e le)el.

R,n2o; R4993e stone ;,sonr: 5or

5o4n2,tion ,n2 p3int in Ce;ent S,n2

;ort,r ,9o=e %&CM tic1 0,33 in>


23/36



S#No#

R,te-Rs.

BRIC< WOR

Pro=i2in7 ,n2 5i8in7 Po3:=in:3 C3ori2e seet/ P#6#C# ti3e -0it 9,c1in7 o5 Hessi,n c3ot

or oter 0o=en 5,9ric 53oorin7 4sin7 r499er9,se ,2esi=es inc342in7 ro33in7 0it 3i7t0oo2en ro33er co;p3ete >

Pro)!d!n and /!(!n %ar*le s"one /loor!n "a*leru**ed 1518 mm "'!ck o)er 20mm +A).- "'!ck

*ase o/ % 14 +1 cemen" 4 coarse sand-o!n"!n !"' '!"e cemen" mor"ar 12 +1 '!"e

cemen" 2 mar*le dus"- !"' p!men" "o ma"c'"'e s'ade o/ "'e mar*le sl


24/36



S#No#

R,te-Rs.

Pump House 1.00 41.70 6.93 288.98

%a!n"a!nce Wa& 1.00 6.93 3.50 24.26

on"rol #oom 1.00 4.93 3.20 15.78

%'*#&! %)%#&&

$or area o/ eac' sla* /rom 2001 "o 5000 .m

Walka& 2.00 41.70 1.50 125.10

Walka& 3.00 3.93 1.50 17.69

o**& 2.00 4.93 3.20 31.55

!"#%" ")#&&

2.00 2.50 1.50 #)& *$#&&

P3,ster

14

12.2

12.2.2 20mm "'!ck .+;ns!de-

ump 1.00 91.26 2.30 209.90

Pump House 1.00 101.39 5.95 603.27

on"rol #oom 1.00 16.26 4.00 65.04

4.00 16.26 4.00 260.16

,le #oom 1.00 44.26 4.00 177.04

@//!ce 1.00 24.26 4.00 97.04

?o!le" 1.00 8.00 1.90 15.20

Parape" 0.00

Pump Housee 1.00 103.16 1.00 103.16on"rol #oom 1.00 13.20 1.00 13.20

1.00 55.80 1.00 55.80

!)**#$! !("#&&

16

12.11

@u"s!des 2.00 45.80 5.50 503.80

2.00 17.90 5.50 196.90

Pro)!d!n and /!(!n (& ;; Tic1 Ce;ent

Concrete F3oorin7 !"' %e"all!c concre"e

'ardener "opp!n under la&er o/ 38mm "'!ck

cemen" concre"e 124 +1cemen" 2coarse

sand 4raded s"one area"e 20mm "'!ck

nom!nal s!e- and "op la&er o/ 12mm "'!ck

me"all!c concre"e 'ardener cons!s"!n o/ m!( 12

+1 cemen" 2 s"one area"e 6mm nom!nal

s!e- *& )olume m!(ed !"' me"all!c 'arden!n

compound o/ appro)ed ual!"& = 2>.m

!nclud!n cemen" slurr& round!n o// edes e"c.

*u" e(clud!n "'e cos" o/ nos!n o/ s"ep e"c.

comple"e.


25/36



S#No#

R,te-Rs.

&&


26/36



S#No#

R,te-Rs.

Profile 'B'

"ore and @//!ce


27/36



S#No#

R,te-Rs.

!)**#$! "(#&&

Wa"er Proo/!n emen" Pa!n" (!"#)$ )"#&&

2.5 ?!mes o/ #oll!n 'u""ers 26.25

3.5 "!mes o/ ec"!on !ndo 322.98

%"*#'% (%#&&

Tot,3 Esti;,te2 Cost Rs#

A22 Price Esc,3,tion ') '""'&(#'$

Esti;,te2 Cost Rs#

Add 10F /or ,lec"r!c san!"ar& ;ns"alla"!on

Alm!ra's 'el)es e"c

Tot,3 Esti;,te2 Cost Rs#

Cost O5 P4;p Ho4se Per S?4,re Meter

d!s"emper +read& m!(ed- o/ appro)ed

manu/ac"urer and o/ reu!red s'ade and colour

comple"e!nclud!n all sca//old!n as per

manu/ac"urerDs spec!/!ca"!on.?o or more coa"s on ne ork !nclud!n

prepar"!on o/ *ase !"' pr!mer pu""& l!pp& e"c

comple"e !n all respec".

Pa!n"!n !"' s&n"'e"!c enamel pa!n" o/ appro)ed

*rand and manu/ac"ure "o !)e an e)en s'ade ?o or more coa"s on ne ork

Pro)!s!on /or 1.5 ? A!rcond!"!oner /or PA


28/36


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A;o4nt-Rs.


29/36


A;o4nt-Rs.

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30/36


A;o4nt-Rs.

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31/36


32/36


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33/36


A;o4nt-Rs.

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34/36


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35/36


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36/36


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Documents

PH per meter area estimate