Breakup - Quantity

8/18/2019 Breakup - Quantity

1/37

SUNKEN WATER PROOFING

S No Description Nos L B D Qty

1a Earth work Excavation

F1 2 8.5 8.5 6 86

F2 1 1! 1! 6 6!!"F1 1 1 6 1#

"F2 1 1.5 8.5 6 8$2.5

"F% 1 22.5 8.5 6 11#.5

"F# 1 11.5 $ 6 621

LF&1 1 12 11.5 6 828

5670

1' (ra)e * +,inth Bea- Excavation

(B&1 1 2!.5 1.6 1.5 51.%525

(B&2 1 126.2# 1.6 1.5 %68.$%6#

+B&2 1 %6.%2 1.6 1.25 5.818496.1069

2a San) Fi,,in 'e,ow Footins

F1 2 8.5 8.5 !.5 2.25

F2 1 1! 1! !.5 5!

"F1 1 1 !.5 5$.5

"F2 1 1.5 8.5 !.5 #.%5

"F% 1 22.5 8.5 !.5 $5.625

"F# 1 11.5 $ !.5 51.5

LF&1 1 12 11.5 !.5 6$

472.5

2' and Filling bl!" g#ad $ %lin&' ba(

(B&1 1 2!.5 1.6 !.5 1.12

(B&2 1 126.2# 1.6 !.5 1!5.#1

+B&2 1 %6.%2 1.6 !.5 %!.%%

152.)6

2c Plin&' l*l +and ,illing

1 ##8.1 !.5 22#.!5

toi,et steps san) 1 16.5 !.5 8.25

entrance steps san) 1 #.5 !.5 2%.5256.05

881.#1

2)

'ase-ent /,oor raise) 'y 1.50 1 15!#.6 1.5 2256.$!

ron) /,oor raise) 'y %0 1 #6! % 1%8!.!!

1 2%2.28 1 2%2.28

&1 15!#.6 !.5 &1128.#5

-adi%aa( %#!/&

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ron) /,oor 'e,owsan)

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a,illing

'ack/i,,in 'y )e)ctin a,, 'e,ow /i,,e) ite

)e)ction /or pavers thickness


2/37

4))0.73

3a +"" 'e,ow Footins

F1 2 8.5 8.5 !.5 2.25

F2 1 1! 1! !.5 5!

"F1 1 1 !.5 5$.5

"F2 1 1.5 8.5 !.5 #.%5"F% 1 22.5 8.5 !.5 $5.625

"F# 1 11.5 $ !.5 51.5

LF&1 1 12 11.5 !.5 6$

472.5

%'

(B&1 1 2!.5 1.6 !.5 1.12

(B&2 1 126.2# 1.6 !.5 1!5.#1

+B&2 1 %6.%2 1.6 !.5 %!.%%

152.)6

%c +,inth ,eve, /,oorin

1 ##8.1 !.5 22#.!5

toi,et steps 'e,ow 1 16.5 !.5 8.25

entrance steps 'e,ow 1 #.5 !.5 2%.5

256.05

4a Footin "oncrete

F1 2 8 8 !.5 $6.!!

F1 trapeoi)a, 2 !.25 6# 18 58.!!

F2 1 $.5 $.5 !.5 6.6$

F2 trapeoi)a, 1 !.%% $!.25 22.5 %$.#5"F1 1 16.5 6.5 1 1!.25

"F&1 strap 'ea- 1 16.5 1.5 1 28.88

"F2 1 1 8 1 1%6.!!

"F2&strap 'ea- 1 1 2 1 %#.!!

"F% 1 22 8 1.25 22!.!!

"F&% strap 'ea- 1 22 2 !.5 %%.!!

"F# 1 11 8 1 88.!!

"F strap 'ea- 1 11 1.5 !.5 8.25

LF&1 1 11.5 8 1 $2.!!

100).51

#'

(B&1 1 2!.6 1 2!.6!

(B&2 1 126.25 1.25 15.81

co,-n concrete 12 1.5 !.5 1.25 16.88

195.29

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+"" 'e,ow (ra)e 3 +inth Bea-

,&

ron) /,oor 'e,ow pcc

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,&(ra)e 'ea- cocnrete

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3/37

#c

p,inth 'ea- 1 1#2.1 !.5 1!6.58

co,-n concrete 16 1.5 !.5 !.5 1%.5!

Li/t wa,, 4"1nos 1 22 !.5 6.25 1!%.125

223.20 #18.#$

5a

"#&F1 1 1.8% 1.%% #.5 1!.$5255

"#a&F1 1 1.8% 1.%% 5.25 12.$5

"#&F2 1 1.8% 1.%% #.25 1!.%##!5

"2&"F1 1 1.58 1.!8 # 6.8256

"%&"F1 1 1.8% 1.!8 # .$!56

"2&"F2 1 1.58 1.!8 # 6.8256

"%&"F2 1 1.8% 1.!8 # .$!56

"2&"F% 1 1.58 1.!8 # 6.8256

"%&"F% 1 1.8% 1.!8 5 $.882

"5&"F% 1 1.8% 1.%% #.25 1!.%##!5"2&"F# 1 1.58 1.!8 #.5 .688

"%a&"F# 1 1.88 1.!8 #.5 $.6###

107.911)75

5' +,inth top to First /,oor co,-ns

"1 4c2)2c%)% # 1.25 !.5 1!.5 #!.%125

"2 4a1a#e# # 1.25 !.5 1!.5 #!.%125

"% 4'1'#/# % 1.5 !.5 $.5 %2.$!625

"%a 4/1 1 1.5 !.5 $ 1!.125

"# 4a60'6 2 1.5 1 1!.5 %2.25

"#a 4e6 1 1.5 1 12.5 1$.125

"5 4/5 1 1.5 1 12.5 1$.125

194.15625

5c

"1 4c2)2c%)% # 1.25 !.5 1!.5 #!.%125

"2 4a1a#e# % 1.25 !.5 1! 28.125

"2 4e# 1 1.25 !.5 $.5 8.$!625

"% 4'1'#/# % 1.5 !.5 $.5 %2.!625

"%a 4/1 1 1.5 !.5 1!.5 12.!$%5

"# 4'6 1 1.5 !.5 1! 11.25

"# 4'6 1 1.5 !.5 $.5 1!.685"#a 4e6 1 1.5 !.5 1!.5 12.!$%5

"5 4/5 1 1.5 !.5 $.5 1!.685

166.21)75

5) Secon) to 7errace /,oor co,-ns

"1 4c2)2c%)% # 1.25 !.5 1!.5 #!.%125

"2 4a1a#e# % 1.25 !.5 1! 28.125

"2 4e# 1 1.25 !.5 1!.25 $.6!$%5

+,inth 'ea- cocnrete

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"o,-nconcreteo- /ootin top to p,inth 'ea- 'otto- ,v,

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First /oor to secon) /,oor co,-ns

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4/37

"% 4'# 1 1.5 !.5 $.5 1!.$685

"% 4/# 1 1.5 !.5 1.25 1.#!625

c% 4'1 1 1.5 !.5 1!.25 11.5%125

"%a 4/1 1 1.5 !.5 1!.5 12.!$%5

"# 4a60 1 1.5 !.5 $.5 1!.$685

"# 4'6 1 1.5 !.5 $.5 1!.685

"#a 4e6 1 1.5 !.5 1!.5 12.!$%5

147.796)75

5e 7errace a'ove co,-ns

"1 4c2)2c%)% # 1.25 !.5 8.5 %2.8125

"2 &2nos % 1.25 !.5 8.5 2#.6!$%5

"%&2nos 2 1.5 !.5 8.5 1$.685

"#&1 no 1 1.5 !.5 8.5 $.8#%5

parapet co,-ns % 1.5 !.5 %.5 11.8125

2 1.25 !.5 %.5 6.5625

105.32)125

6a G#!nd ,l!!# #!!, ba( !n#&

'ea-&1 1 2#.666 !.5 !.8% 15.%5#585

'ea-&1 1 $.58 !.5 % 21.555

'ea-&1 4/,are) co,-n !.5 #.25 !.5 2.5 %.$8#%5

'ea-&2 1 # !.5 1.25 %.5

'ea-&% 1 1%.16 !.5 !.8% 8.1$21

'ea- 1 11 !.5 !.8% 6.8#5

'ea-&5 1 1% !.5 !.8% 8.!$25

'ea-&5 1 1!.8% !.5 1.8% 1#.86#15

'ea-&6 1 12.#16 !.5 !.8% .28$6

'ea-& 1 1%.!8 !.5 1.%% 1%.!#%

'ea-&8 1 2.66 !.5 !.8% 1.218%5

'ea-&$ 1 %1.$$6 !.5 !.8% 1$.$151

'ea-&1! 1 1%.$1 !.5 !.8% 8.658$5

'ea-&1! 1 21.!8 !.5 1.%% 21.!2%

'ea-&11 1 21.%% !.5 1.8% 2$.25#25

'ea-&11 1 15.66 !.5 1.%% 15.62!85

'ea-&12 1 6.5 !.5 1.25 6.!$%5

'ea-&1% 1 6.5 !.5 1.25 6.!$%5

'ea-&1# 1 21.!8 !.5 1.8% 28.$%2%

'ea-&1# 1 1%.$16 !.5 1.%% 1%.88121

'ea-&15 1 2!.58 !.5 2.!8 %2.1!#8

'ea-&15 1 1#.#1 !.5 !.8% 8.$!225'ea-&16 1 2%.#16 !.5 !.8% 1#.56#6

325.7)74

6' Fi#+& ,l!!# #!!, ba( !n#&

'ea-&1 1 #1 !.5 !.8% 25.5225

'ea-&2 1 6 !.5 1.25 5.625

'ea-&% 1 12 !.5 !.8% .#

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5/37

'ea- 1 26.16 !.5 !.8% 16.28#6

'ea- 1 1%.!8 !.5 2.!8 2!.#!#8

'ea-&5 1 12.%% !.5 1.%% 12.2$$15

'ea-&6 1 %1.$$6 !.5 !.8% 1$.$151

'ea-& 1 21.!8% !.5 1.58 2#.$8%%55

'ea-& 1 1%.$1 !.5 !.8% 8.658$5

'ea-&8 1 21.%% !.5 2.!8 %%.2#8

'ea-&8 1 15.66 !.5 1.%% 15.62!85'ea-&$ 1 6.5 !.5 1.25 6.!$%5

'ea-&1! 1 6.5 !.5 1.25 6.!$%5

'ea-&11 1 21.!8 !.5 % #.#%

'ea-&11 4/,are) co,-n !.5 #.58 !.5 2.5 #.2$%5

'ea-&11 1 1%.$1 !.5 1.%% 1%.85225

'ea-&12 1 2!.8% !.5 2.!8 %2.#$#8

'ea-&1% 1 2%.5 !.5 !.8% 1#.6285

/in wa,, pro:ection 2 2.5 !.5 1.5 5.625

320.59659

6c S!nd ,l!!# #!!, ba( !n#&'ea-&1 1 #!.25 !.5 !.8% 25.!55625

'ea-&2 1 6 !.5 1.25 5.625

'ea-&% 1 1% !.5 !.8% 8.!$25

'ea- 1 26.$16 !.5 !.8% 16.5521

'ea- 1 1%.!8 !.5 1.%% 1%.!#%

'ea-&5 1 25.#16 !.5 !.8% 15.821#6

'ea-&6 1 21.!8 !.5 1.58 2#.$$8

'ea-& 1 1%.$1 !.5 !.8% 8.658$5

'ea-& 1 21.!8 !.5 1.8% 28.$%2%

'ea-&8 1 15.$1 !.5 1.%% 15.8!225

'ea-&8 1 6.5 !.5 1.25 6.!$%5

'ea-&$ 1 6.5 !.5 1.25 6.!$%5

'ea-&1! 1 %5 !.5 1.%% %#.$125

'ea-&11 1 2!.58 !.5 1.%% 2!.52855

'ea-&12 1 1%.66 !.5 !.8% 8.5!%%5

/in wa,, pro:ection # 2.5 !.5 1.5 11.25

pero,a si)e 'ea- 1 2.5 !.5 1.5 %!.$%5

"5&/,are) co,-n 1 #.58 !.5 %.5 12.88125

294.039045

6) ad#!!( $ -R R!!, ba( !n#&

1 22 !.5 1.!8 1.82

1 58.$12 !.5 1.!8 #.182,ass canopy 1 %6.5 !.5 !.5 2!.6185

,ass canopy 1 1#.#16 !.5 1 1!.812

1 5.%2 !.5 1.25 !.6125

167.635095

9oo/ S,a' "oncrete

7a G#!nd Fl!!# R!!, +lab

5 thickness s,a' 1 $85 !.#16 #!$.6

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Li/t a,ron) 'ea-

hea)roo- a,ron) 'ea-

pero,a a,ron) 'ea-s

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6/37

6 thickness s,a' 1 #1 !.5 2!.5

430.26

7b Fi#+& Fl!!# R!!, +lab

5 thickness s,a' 1 1!2# !.#16 #25.$8#

6 thickness s,a' 1 #1 !.5 2!.5

446.4)4

7 S!nd Fl!!# R!!, +lab

5 thickness s,a' 1 $82 !.#16 #!8.512

6 thickness s,a' 1 2% !.5 11.5

420.012

7d ad#!!( R!!, +lab

6 thickness s,a' 1 161 !.5 8!.5

5 thick 1 #.1!# !.#16 1$.5$526#100.095264

8 +ero,a concrete 46x6

11 % %%

1% 16 2!8

241

$a Linte, concrete

in G#!nd Fl!!#

6 thick openin * $ 'earin 1 ## !.5 !.5 16.5

8 thick openin * $ 'earin 1 22.5 !.5 !.66 11.1%5

27.6375

in Fi#+& Fl!!#

6 thick openin * $ 'earin 1 6.5 !.5 !.5 25.%125

8 thick openin * $ 'earin 1 2#.16 !.5 !.66 11.$5$2

6 thick openin * $ 'earin 1 %6 !.%5 !.5 6.5

44.0217

in S!nd Fl!!# 104.96

6 thick openin * $ 'earin 1 %.!6 !.5 !.5 2.#!6 thick openin * $ 'earin 1 21.5 !.%5 !.5 #.!%

31.43

in T##a ,l!!#

;D&2


7/37

o//ice win)ow snsha)e 2 # 2 !.%% 5.28

store roo- ,o/t 2 12.25 2 !.%% 16.1

21.45

in Fi#+& Fl!!#

snsha)es 1 2$.66 2 !.%% 1$.556

kitchen conter 1 1!.8% 2 !.%% .1#8

1 22.5 2 !.%% 1#.8541.5734

in S!nd Fl!!#

snsha)es 1 25.$ 2 !.%% 1.!$#

snsha)es 1 %#. 1 !.#1 1#.255

1 2#.5 2 !.%% 16.%%5

47.6)47

1! Staircase concrete

% 11.8% %.5 !.5 62.1!5% 8.%% %.5 !.5 #%.%25

% 11.8% %.5 !.5 62.1!5

,an)in 'ea- 6 %.5 !.5 1.5 2%.625

191.5725

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,o/t in a,, 'ee)roo-s

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1st s,a' * ,an)in typ2n) waist s,a' typ

%r) waist s,a' * ,an)in typ

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8/37


9/37

625.%6


10/37


11/37


12/37


13/37


14/37

110.70)1


15/37

9 #i W!#


1 ASE-ENT

(B top +B 'otto- 4area x D 1 1#1.5 2.25 31).375

2 GROUN8 FOOR


16/37

1 1 !.5 1!.5 1%.!6

FF to SF 'rick /or steps 11 %.5 !.$16 !.5 1.6%

8d&i!n+

>1 &1 2 !.5 2 &%.!!

D2 &1 2.5 !.5 8 &15.!!

>1 &1 8 !.5 .5 .!!

>% &1 5 !.5 .5 &28.1%

># &1 # !.5 .5 &22.5!

>5 &1 2.5 !.5 .5 &1#.!6

F>1 &1 6 !.5 .5 &%%.5

@1 &% 2 !.5 2 &$.!!

Li/t % &1 5 .5 &%.5!

>5 &1 2.5 .5 &18.5

444.)1

# SEON8 FOOR

/in wa,, in ri) B * E 2 2 !.5 1!.25 %!.57oi,et N wa,, 1 12.#16 !.5 1!.5 1!!.1!

Be) 9o- N wa,, 1 11.%% !.5 1!.5 $1.%5

Be) 9o- E wa,, 1 1#.!# !.5 1!.5 11%.2!

7oi,et E wa,, 1 #.%5 !.5 1!.25 %%.6%

2 1.5! !.5 11 2#.5

(y- E wa,, 1 15 !.5 1!.5 118.1%

(y- Livin * ;B9 S wa,, 1 %.25 !.5 1!.5 %!!.%%

;B9 > wa,, 1 1.58 !.5 1! 1%1.85

>C> * 7oi,et > wa,, 1 12.66 !.5 1!.5 1!2.!

/in wa,, in > si)e 2 !.5 !.5 1!.5 12.!$

1 1 !.5 1!.5 1%.!6 SF to 7F 'rick /or steps 11 %.5 !.$16 !.5 1.6%

8d&i!n+

@1 &2 2 !.5 2 &6.!!

>1 &1 8 !.5 .5 .!!

>2 &1 6 !.5 .5 &%%.5

>% &% 5 !.5 .5 &8#.%8

>5 &2 2.5 !.5 .5 &28.1%

Li/t


17/37

Linte, &1 5$ !.5 !.#16 &18.#1

979.29

TERRAE FOOR

(,ass canopy spport wa,, 1 1$.5 !.5 1!.25 1#$.$1

NE parapet wa,, 1 12.58 !.5 %.25 %!.66

* S 1 82.25 !.5 %.25 2!!.#8

>est si)e Fin wa,, 2 !.5 !.5 $ 1!.1%

East si)e Fin wa,, 2 1.5 !.5 %.25 .%1

Front wa,, in E,evation with < 1 18.5 !.5 6.25 86.2

1 1#.16 !.5 $ $5.58

1 1% !.5 $ 8.5

1 1%.16 !.5 $ 88.8%

1 1%.$1 !.5 $ $%.8$

1 %! !.5 2.5 56.25

wa,, in ri) # 3 '&c 1 %.5 !.5 $ 2%.6%

8d&i!n+

;D1 &1 %.5 !.5 8 &21.!!

Linte, &1 5 !.5 !.#16 &1.56

953.5)

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Stairacse ea) 9oo- E wa,,

Stairacse ea) 9oo- S wa,,

Stairacse ea) 9oo- > wa,,

Li/t a,ron) wa,,s 4co,-n ))cte)


18/37

4.5 #i W!#

s no Description Nos L B D Qty

1 GROUN8 FOOR

wa,, 1 12.8% 1!.25 1%1.51

Staircase E wa,, 1 1%.16 1!.25 1%#.8$

Ati,ity > wa,, 1 5 1!.5 5%.5

1 8.16 1!.5 8.2

itchen S wa,, 1 12.#16 1!.5 1%%.#

Lo''y ;D&2 wa,, 1 # 11.5 #6.!!

Livin N wa,, 1 1% 1!.5 1%$.5

Be) 9oo- 12x1# S wa,, 1 1!.!8 $.5 $5.6

1 8.!8 11 88.88

7oi,ets > wa,, 1 8.%% 1!.5 8$.55

Be) 9oo- 2 N wa,, 1 11.25 1!.25 115.%1

Livin E wa,, 1 1.58 $ 158.22

Ba,cony E wa,, 1 %.$16 1! %$.16

Ba,cony > wa,, 1 %.$16 $.5 %.2!

De)ctions !.!!


19/37


20/37

* SECOND FLOOR

slab sutterin! area 1 1""# 1 1""#

1$ * $ +$

1 11 *%' *(%'

lan,in! 1 *%' *%' 1$%$'

1 #%' *%' $$%+'lan,in! 1 *%' *%' 1$%$'

1 11 *%' *(%'

lan,in! 1 *%' *%' 1$%$'

-or beam bottom a2! 1 1' "%+' 11%$'

-or beam bottom si,es 1 1' 1%$' 1(%+'

-in all beam bottom $ *%' "%+' '%$'

Bea- 1! 'otto- 1 18.58 !.5 1*%)*'

'ea- 1! si)es 2 1$.!8 1.25 &+%+

beam & bottom 1 1* "%+' )%+'

beam & si,e $ 1* 1%$' *$%'

lo-t t3b 4 si,e1353.64

& TERRACE FLOOR

ea,room slab 1 1*(%* 1 1*(%*"

L:R ceilin! 1 $$%'1 1 $$%'1

1& 1# $ &&(%""

sunsa,e slab -or r ,oor 1 &+ 1 &+%""

beam bottom o- Glass roo-in 1 &&%' 1 &&%'"

beam si,es o- !lass roo-in! # 1"%'( "%' *1%+&

beam si,es o- !lass roo-in! 1 11 "%' '%'"

1 #)%## 1 #)%##

beams bottom 1 1" "%+' +%'

beams si,es 1 1" "%+' +%'

822.21

store roo- ,o/t 1 12.25 # &)kitchen conter 1 1!.8% # &*%*$

1 22.5 # )"

1 2#.5 # ))281.32

5390.77

'&&&%#+

Sft

per!ola alroun,

Stariracse aist slab.1

Stariracse aist slab.$

Stariracse aist slab.*

Sft

per!ola alroun,

per!ola aloun, beams

Sft



Sft


21/37

8nit


22/37


23/37

MADIPAKKAM RESIDENCE


INTERNAL PLASTERING

GROUN8 FOOR

wa,, 2 $.58 11.5 22!.%#

For-a, Livin N * S wa,, 2 12.#16 11.5 285.568For-a, Livin E * > wa,, 2 $.5 11.5 22#.25

Staircase N * S wa,, 2 1% 11.5 2$$

Staircase E * > wa,, 2 1%.666 11.5 %1#.%18

Store 9oo- N * S wa,, 2 11.5 161

Store 9oo- E * > wa,, 2 $.25 11.5 212.5

7oi,ets N * S wa,, 2 11.5 161

7oi,ets E * > wa,, 2 # 11.5 $#

1 1$ 1%.5 256.5

1 25 11.5 2$%.5

a-'s o/ F>1 2 2 !.5 #!.5

a-'s o/ Doors 1 1!$ !.5 81.5 :a-'s o/ openin in wa,, 2 2% !.5 %#.5

wa,, in sti,t as per views 2 8.%% 11.5 1$1.5$

'ase-ent /,oor oter wa,,s 1 86.16 1% 112!.!8

8d&i!n+ !

wa,, 2 1# 11.5 %22

7oi,ets N * S wa,, # 8.!8 11.5 %1.68

7oi,ets E * > wa,, # # 11.5 18#

Li/t =,ron) Cnsi)e

Li/t =,ron)


24/37

Be) 9oo- 2 N * S wa,, 2 1!.5 11.5 2#1.5

Be) 9oo- 2 E * > wa,, 2 1#.5 11.5 %%$.25

1 1!6.!# 11.5 121$.#6

Ba,cony N * S wa,, 2 1%.16 11.5 %!2.68

Ba,cony E * > wa,, 2 5 11.5 115

a-'s o/ >1 1 %1 !.5 2%.25

a-'s o/ >% 2 25 !.5 %.5

a-'s o/ F>1 1 2 !.5 2!.25

a-'s o/ Ba,cony 1 #1.%2 !.5 %!.$$

a-'s o/ F( 1 %#.5 !.5 25.85

8d&i!n+

Ati,ity D2 &1 2.5 8 &2!

itchen 1 &!.5 # #.5 &$

D2 &!.5 2.5 .5 &$.%5

>% &2 5 .5 &5

>5 &1 2.5 .5 &18.5

>1 &1 8 .5 &6!

Ba,cony &1 1%.16 8 &1!5.28

># &!.5 # .5 &15

4933.21

SEON8 FOOR>C> * 7oi,ets N * S wa,, # 12.5 11.5 586.5

>C> * 7oi,ets E * > wa,, 2 1%.!#1 11.5 2$$.$#%

Staircase E * > wa,, 2 1#.#16 11.5 %%1.568

Staircase N wa,, 1 1% 11.5 1#$.5

Be) 9oo- 12 x 1# N * S wa,, 2 12 11.5 26

Be) 9oo- 12 x 1# E * > wa,, 2 1# 11.5 %22

7oi,et N * S wa,, 2 8.!8% 11.5 185.$!$

7oi,et E * > wa,, 2 # 11.5 $2

1 8! 11.5 $2!

a-'s o/ >1 1 %1 !.5 2%.25

a-'s o/ >2 1 2 !.5 2!.25a-'s o/ >% % 25 !.5 56.25

a-'s o/ F( 1 %#.5 !.5 25.85

a-'s o/ a,, )oors 1 128 !.5 $6

1 1$ 12 228

1 25 11.5 28.5

8d&i!n+

>C> D2 &1 2.5 8 &2!

>C> openin &1 %.5 8 &28

Livin * Dinin +,ine

S(&

Livn * (y- +,ine

Li/t =,ron) Cnsi)e

Li/t =,ron)


25/37

F( &1 12 1!.5 &12$

Be) 9oo- D1 &1 % 8 &2#

7oi,et D2 &1 2.5 8 &2!

;D1 &1 %.5 8 &28

>% &% 5 .5 &112.5

>5 &!.5 2.5 .5 &$.%5

>1 &1 8 .5 &6!

>2 &1 6 .5

Li/t


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Cum Qty 8nit


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-A8IPAKKA- RESI8ENE

S No Description Nos L B D Qty "- Qty

1 ETERNA PASTERING WORK

GROUND FLOOR

G< Roo- Beam =utsi,es 1 1'1%## 1* 1)+1%'(

1 1'" 1%+' $#$%'"

8d&i!n+7oi,et D2 &!.5 2.5 8 .1"%""

win)ows 4% x.5 &1.5 % .5 .**%+'

openin in wa,, as per views &1 5.25 6 .*1%'"

;D&1 &1 %.5 8 .$(%""

;1 .1 # +%' .&'%""

openin in wa,, as per views &2 5.25 6 .#*%""

2022.)3

FIRST FLOOR

1 1+*%' 1$ $"($%""

7;1 Sunsa,e T 4 B $ # $ $&%""1 1" "%** *%*"

;* T 4 B $ 1$%## 1%' *+%)(

1 1&%1# "%** &%#+

;' T 4 B $ # 1%' 1(%""

1 1&%1# "%** &%#+

1 $" 1%' *"%""

>ambs o- ;* 1 $' 1%' *+%'"

;& T 4 B $ ' $ $"%""

1 ) "%** $%)+

8d&i!n+

D2 ."%' * .5 .)%*(

F(1 &1 12 1!.5 .1$)%""

>% &2 5 .5 .+'%""

>5 &1 2.5 .5 .1(%+'

>1 &1 8 .5 .#"%""

Ba,cony &1 1%.16 .)$%1$

># &!.5 # .5 .1'%""

>1 &!.5 # #.5 .)%""

1)56.)5

SECOND FLOOR

1 1($%+' 12 21$%.!!

;* T 4 B $ 1$%## 1%' *+%)(

1 1&%1# "%** &%#+

;* T 4 B $ #%'( 1%'( $"%+)

1 )%+' "%** *%$$

;* T 4 B $ 11%** 1%'( *'%("

!- roo- beam si,es 5a2!6

Sft

E?terior all Pline

allsi,es -ace

allsi,es -ace

allsi,es -ace

>mabs o- ;'

allsi,es -ace

Sft

E?terior all Pline

allsi,es -ace

allsi,es -ace


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1 11%** "%** *%+&

% &% 6 .5 &1%5.!!

>5 &1 2.5 .5 &18.5>2 &1 6 .5 .!!

>1 &1 8 .5 &6!.!!

2014.70

TERRACE FLOOR

1 #&%$' 12 1

parapet all 1 '&%*$ %8!.2#

pro@ection slab 1 &+ 1 #

!lass roo- beam 1 *'%$ 1 %5.2

/eatre) wa,, n opposite wa,, 2 15.#16 1!.5 %2%.%6

1 ("%(* 1!.5 8#8.15

&1 1%.16 #.5 &5$.22

.1 1(%(* 6 &112.$8

pero,a p,asterin 1* 1# 2 #16

'ea-s /or pero,a 1 *" 1.5 #5

2694.691

)5)9.07

allsi,es -ace

S,&

E?terior all Pline

per!ola all ,e,ctn! par t%

De) /or


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Anit


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SANEN >=7E9 +9


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qty different

Page 36

Foundation Quantity

Description of works No L B D QTY unit

1 Earth works

F1 1 1 7 7 10 490

F2 1 1 8.5 8.5 10 722.5

F3 1 1 10 10 10 1000

F1 1 1 17 5 10 850

F2 1 1 17.5 6 10 1050

F3 1 1 22.5 8.5 10 1912.5

F4 1 1 11.5 7 10 805

!F1 1 1 11 11.5 10 1265

8095

2 P

F1 1 1 7 7 0.5 24.5

F2 1 1 8.5 8.5 0.5 36.125

F3 1 1 10 10 0.5 50

F1 1 1 17 5 0.5 42.5

F2 1 1 17.5 6 0.5 52.5

F3 1 1 22.5 8.5 0.5 95.625

F4 1 1 11.5 7 0.5 40.25

!F1 1 1 11 11.5 0.5 63.25

404.75

3 Sand filling work

F1 1 1 7 7 0.5 24.5

F2 1 1 8.5 8.5 0.5 36.125F3 1 1 10 10 0.5 50

F1 1 1 17 5 0.5 42.5

F2 1 1 17.5 6 0.5 52.5

F3 1 1 22.5 8.5 0.5 95.625

F4 1 1 11.5 7 0.5 40.25

!F1 1 1 11 11.5 0.5 63.25

404.75

4 " F##$%&' #&"E$E

F1 1 1 6.5 6.5 0.5 21.125

$"(PE) 1 1 28.2 1 0.75 21.15

F2 1 1 8 8 1.5 96F3 1 1 9.5 9.5 0.75 67.6875

1 1 56.625 1 1 56.625

F1 1 1 16.5 4.5 1 74.25

1 1 16.5 1.75 0.75 21.65625

F2 1 1 17 5.5 1 93.5

1 1 17 2 1 34

F3 1 1 22 8 1.25 220

S.no

*ft

*ft


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Breakup - Quantity

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