cauvery serinity 09-04-2016.xlsx

8/17/2019 CAUVERY SERINITY 09-04-2016.xlsx

1/21

QUANTITY ESTIMA

PROJECT : CAUVERY SERINITY

LOCATION : BANGALORE

CLIENT : TOTAL AREA

CONSULTANT: FE DESIGNS

TENDON No. Of STRESSING No. Of LENGTH MO

No. TENDONS END STRANDS L

(1 or ) (! " # " $ ) (%)

HORIZONTAL

1 1 1 3 9.84

" 1 1 3 9.9$4

3 1 1 " 9.!334 1 1 " 9."$

1 1 3 9.3$!

! 1 1 3 9.31$

$ 1 1 9."#4

8 1 1 9.1"8

9 1 1 9.#34

1# 1 1 8.94

11 1 1 8.849

1" 1 1 8.$#4

13 1 1 8.!14

14 1 1 8.4$9

1 1 1 8.343

1! 1 1 8.3"

1$ 1 1 8.1"9

18 1 1 3 $.939

19 1 1 3 $.8!$

"# 1 1 3 $.$""

"1 1 1 4 $.$8

"" 1 1 4 $."41

"3 1 1 4 $.##4

"4 1 1 4 !.$!8

" 1 1 4 !.3"

"! 1 1 8.48

"$ 1 1 8.44!

"8 1 1 8.4#!

"9 1 1 8.3!8

3# 1 1 4 8.138

31 1 1 $.!"8

3" 1 1 $.31433 1 1 4 $."1"

34 1 1 4 !.98$

3 1 1 4 !.$!9

3! 1 1 !.1$

3$ 1 1 4 !.44

38 1 1 4 $.1!4

39 1 1 $.18

4# 1 1 4 $.11

41 1 1 3 $.#33

4" 1 1 3 $.#44

43 1 1 " !.9$

44 1 1 " !.94!

4 1 1 " !.91$

4! 1 1 " !.8894$ 1 1 3 !.8!

48 1 1 3 !.83

49 1 1 11 44


2/21

PROJECT : C,;+< S0+6-*<

LOCATION : B,6&5(+0

CLIENT : C,;+< E'*,*0'

CONSULTANT: FE 20'-&60'

TENDON No. Of STRESSING No. Of

No. TENDONS END STRANDS

(1 or ) (! " # " $ )

H(+-=(6*,5 >V0+*-,5 ? T062(6'

1 1 1

" 1 1

3 1 1 3

4 1 1 3 1 1 4

! 1 1 3

$ 1 1

8 1 1

9 1 1

1# 1 1

11 8 1

1" $ 1

13 1

14 ! 1 1 8 1

1! " 1

1$ 1 1 4

18 1 1 4

19 1 1

"# 1 1 3

"1 1 1 3

"" 1 1 3

"3 1 1

"4 1 1

" 1 1

"! 1 1

"$ 1 1

"8 1 1

"9 1 1

3# 1 1

31 1 1 4


3/21

3" 1 1 4

33 1 1 4

34 1 1

3 1 1

3! 1 1

3$ 1 1 "

38 1 1 "

39 1 1 "

4# 1 1 "

41 1 1 "

4" 1 1

43 1 1

44 1 1

4 1 1 "

4! 1 1 "

4$ 1 1 "

48 1 1 3

49 1 1 4

# 1 1 3

' Wr, 1# %&' 1

Gro5 A=, ($ '%) # P,/0*' 1


4/21

NOTE

1. A''m02 +(-50 ,62 7,'*,&0' ,+0 "

". A''m02 6-*70-&* ( '*+,62 -' #.$8 %&m 506&*


5/21

QUANTITY ESTIMATION

TOTAL AREA 6#< Sqm.

LENGTH CUTTING WEIGHTANCHORAGE

TYPE OF

LENGTH ANCHORAGE

(%) (%) (&') (o)

"1.11 "1.! 8!.!8 1 S

"1.13$ "1.!4 8!.!" 1 S

"$.8#3 "8.3# !$.99 1 3S

"$.89$ "8.4# !8."1 1 3S"$.8$1 "8.3$ 9#.8$ 1 4S

"$.88$ "8.39 !8.19 1 3S

"$.8!4 "8.3! 113.! 1 S

"$.88 "8.3! 113.3 1 S

$.1"$ $.!3 3#.3 1 S

$.13 $.!3 3#. 1 S

$.13 $.!4 3#.$ 8 S

$.138 $.!4 3#.8 $ S

$.14 $.!4 3#.9 S

$.149 $.! 3#.!" ! S$.1" $.! 3#.!3 8 S

$.14 $.! 3#.!4 " S

$.1 $.!! "4." 1 4S

$.1 $.!! "4." 1 4S

$.1! $.!! 3#.! 1 S

$.1! $.!! 18.4# 1 3S

$.1!3 $.!! 18.41 1 3S

$.1!! $.!$ 18.41 1 3S

$.1$ $.!$ 3#.$1 1 S

$.1$1 $.!$ 3#.$1 1 S

$.1$" $.!$ 3#.$1 1 S

$.1$! $.!8 3#.$3 1 S

$.18 $.!8 3#.$ 1 S

$.184 $.!8 3#.$! 1 S

$.188 $.!9 3#.$8 1 S

$.19" $.!9 3#.$9 1 S

$.19! $.$# "4.! 1 4S


6/21

$.19! $.$# "4.! 1 4S

$.198 $.$# "4.!! 1 4S

$.199 $.$# 3#.8" 1 S

$.!#! 8.11 3".4 1 S

$.4 8.# 3"."1 1 S

$."$4 $.$$ 1".4 1 "S

$.#3 $.4 1".#$ 1 "S

!.$9$ $.3# 11.!9 1 "S

!.8 $.#! 11.3# 1 "S

$.4#8 $.91 1".!! 1 "S

$."$ $.$8 31.13 1 S

"3.#1" "3.1 94.13 1 S

"3.#1" "3.1 94.13 1 S

"3 "3.# 3$.!3 1 "S

"1.934 "".43 3.93 1 "S

"#.3 "#.8! 33.4# 1 "S

18.8! 19.3$ 4!." 1 3S

18.49 19.# !1.#1 1 4S

18.4 18.9# 4.4# 1 3S

6#$.#0 *0!0.09


7/21


8/21

WEDGES DUCT

(PAIRS) LENGTH

(o) (%)

"1.$

"1.!

3 "8.3!

3 "8.44 "8.43

3 "8.44

"8.4"

"8.4"

$."$

$."$

8.""

#.9$

3!.41

43.$ 8.3!

14.9

4 $.3#

4 $.3#

$.3#

3 $.3#

3 $.31

3 $.31

$.31

$.31

$.3"

$.3"

$.3"

$.33

$.33

$.34

4 $.34


9/21

4 $.34

4 $.34

$.34

$.$!

$.$#

" $.4"

" $.18

" !.93

" !.!9

" $.!

$.4"

"3.4$

"3.4$

" "3.4!

" "".3$

" "#.$!

3 19."4

4 18.9"

3 18.$$

0!


10/21


11/21

PROJECT :

LOCATION :

CLIENT :

CONSULTANT:

TENDON No. Of STRESSING No. Of

No. TENDONS END STRANDS

(1 or ) (! " # " $ )

V0+*-,5 ? T062(6'

1 1 1

" 1 1

3 1 1

4 1 1 1 1

! 1 1

$ 1 1

8 1 1

9 1 1

1# 1 1

11 8 1

1" $ 1

13 1

14 1 1 ! 1

1! 8 1

1$ " 1

18 1 1

19 1 1

"# 1 1

"1 1 1

"" 1 1

"3 1 1

"4 1 1 "

" 1 1 "

"! 1 1 "

"$ 1 1

"8 1 1

"9 1 1

3# 1 1

31 1 1 "


12/21

3" 1 1 "

33 1 1 "

34 1 1

3 1 1

3! 1 1

3$ 1 1

38 1 1

39 1 1

4# 1 1

41 1 1

4" 1 1

43 1 1

44 1 1

4 1 1

4! 1 1

4$ 1 1

48 1 1

49 1 1

# 1 1

1 1 1

" 1 1

3 1 1

4 1 1

1 1 4

! 1 1 3

$ 1 1 38 1 1

9 1 1

!# 1 1

9#

D,-r/o Q U No. of S234

Sr3 !#! %&' 1

A-8or3', SF: 10$ 0 N(' 1

A-8or3', SF: 0$ 6 N(' 1

A-8or3', SF: !0$ N(' 1

A-8or3', SF :#0$ 1 N(' 1

A-8or3', SF: $0$


13/21

D5- 2,'8 +;0%%

O// T3/, !< N(' 1

Gro5 =, !+6 N(' 1

P=- Ho, 6! )*+ 1

>' Wr, 16 %&' 1

Gro5 A=, ($ '%) 6 P,/0*' 1

NOTE

1. A''m02 +(-50 ,62 7,'*,&0' ,+0 "

". A''m02 6-*70-&* ( '*+,62 -' #.$8 %&m 506&*


14/21

QUANTITY ESTIMATION

TOTAL AREA 6#< Sqm.

LENGTH CUTTING WEIGHTANCHORAGE

TYPE OF

LENGTH ANCHORAGE

(%) (%) (&') (o)

$.#13 $.1 3#.#8 1 S

$.#3 $.4 3#.1$ 1 S

$.#$ $.! 3#." 1 S

$.#$8 $.8 3#.34 1 S$."" $.$3 3#.93 1 S

$.3$8 $.88 31.4 1 S

$."$ 8.#3 3".14 1 S

$.!$$ 8.18 3".$4 1 S

$.!$$ 8.18 3".$4 1 S

$.9$! 8.48 33.93 1 S

8.#!" 8.! 34."8 8 S

8.498 9.## 3!.#" $ S

8."4 9.#" 3!.13 S

8.848 9.3 3$.4" S9 9.# 38.#3 ! S

9.11 9.! 38.!4 8 S

9.3#! 9.81 39."! " S

9.49 9.9! 39.8$ 1 S

9.$8 1#."! 41.#$ 1 S

9.$8 1#."! 41.#$ 1 S

14.414 14.91 9.$1 1 S

14.413 14.91 9.$# 1 S

14.41 14.91 9.!9 1 S

14.39$ 14.9# "3.8! 1 "S

14.3$$ 14.88 "3.8" 1 "S

14.3!$ 14.8$ "3.81 1 "S

14.33 14.8 9.4! 1 S

14.344 14.84 9.43 1 S

1$.19 1$.!9 $#.8" 1 S

1$.19 1$.!9 $#.8" 1 S

1$.19! 1$.$# "8.34 1 "S


15/21

1$.18$ 1$.!9 "8.3" 1 "S

1$.1$9 1$.!8 "8.31 1 "S

1$.18 1$.!8 $#.$8 1 S

1$.$8 18."8 $3.18 1 S

!.9!3 $.4! "9.88 1 S

!.9$1 $.4$ "9.91 1 S

!.9$9 $.48 "9.94 1 S

$.#3 $.4 3#.1$ 1 S

$.#$4 $.$ 3#.3" 1 S

$.113 $.!1 3#.48 1 S

$.13 $.! 3#.!4 1 S

$.193 $.!9 3#.8# 1 S

$.193 $.!9 3#.8# 1 S

$.193 $.!9 3#.8# 1 S

$."$4 $.$$ 31.1" 1 S

$."3" $.$3 3#.9! 1 S

$.3$" $.8$ 31." 1 S

$.43" $.93 31.$! 1 S

$.43" $.93 31.$! 1 S

1!.#43 1!.4 !!."3 1 S

1!.1#9 1!.!1 !!.49 1 S

1."$" 1.$$ !3.14 1 S

14.9! 1.4$ !1.91 1 S

14.38 1.#4 48.1! 1 4S

13.8"$ 14.33 34.41 1 3S

13."88 13.$9 33.1" 1 3S.!8 !.18 "4.$4 1 S

.4$ .98 "3.9" 1 S

."!3 .$! "3.#$ 1 S

6$


16/21

16 1! 16

6 "! 6


17/21

WEDGES DUCT

(PAIRS) LENGTH

(o) (%)

$.1

$.18

$."#

$."" $.3$

$.3

$.!8

$.83

$.83

8.14

!.$9

!#.!8

43.4$

4.1" .#8

$4.!$

18.98

9.!

9.9

9.9

14.$#

14.$#

14.$#

" 14.!8

" 14.!!

" 14.!

14.!4

14.!3

1$.3

1$.3

" 1$.4


18/21

" 1$.3

" 1$."

1$."

18.14

$.1#

$.11

$.1"

$.18

$.""

$."!

$.3#

$.34

$.34

$.34

$.4"

$.38

$."

$.8

$.8

1!.3!

1!.43

1.8

1."!

4 14.83

3 14.1#

3 13. .$9

.8

.3$

++ 9#1.+9

!.61 &'"S7.%


19/21


20/21

CAUVERY SERINITY PODIUM SLAB QTYS

PT SLAB PT AREA PT QTYS 205 305 405 505

PART -2 609 4.1 41 15 23 63

PART -1 648.5 4.4 14 10 8 142

TOTAL 1,257 8.5 55 25 31 205


21/21

6020!! 7220!!

546 786

371.8 1421.4

"18 2207

cauvery serinity 09-04-2016.xlsx

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