Progress Casting Concrete Week 88

8/20/2019 Progress Casting Concrete Week 88

1/214

CASTING CONCRETE PERIODE 15/FEB/2016 - 21/FE

No Week Descripio!"o#$%e

1 Week 88

ITEM BOQ 3.1 BASEMENT

S&irc&se '11 ()25* 16)2+*

I!!er s#&, CW-1

Sub Total for INNER CW-1 Basement 2 11.070 3.!00

Sub Total for BE"# 12.000 102.000

Total 2()0+0 1()*00

WA.. I!!er CW-2 B1-GF 16)(0 111)*(0

ITEM BOQ 4.1 PODIUM

WA.. OPENING S1S2 .1-GF 0)000 0)000WA.. ope!i! S1S2 .-.5 1s #&3er4 1)2** 1)112

Co#$%! & A!!e 1*)0 *+)200

P&r&pe # & Toer 1)+05 1+)2*2

A77iio! CONCRETE s#&, & Toer .5 (0)+50 (6)250

S#&, & A!!e .(

Total for S$"B $3 1!.!71 11%.120

Total for BE"# %3.%2 1!2.!88

To 6()(( (0+)10

P&r&pe # & oer .5 0)6 6)+20WA.. ope!i! S1S2 .2-.( 1)2** 1)112

WA.. ope!i! S1S2 1)2** 1)112

S.AB SA I!&ke4 GF 12)+25 5)

()(6 1*)12+

ITEM BOQ 5.1 TOWER

Core W# CW 2 .16-.1+

Core&all CW-2 t ' 700 mm 0.000 0.000

Core&all CW-2 t ' %00 mm 0.000 0.000

TOTA. 0)000 0)000

Co#$%! 11)00 (21)600

S.AB & Toer .15 8o!e 1

Total for S$"B $1( )*NE 1 3.738 183.!0

Total for BE"# !2.8(% 328.8!!

To 12*)2( 512)5*

I!!er s#&, CW-1 & Toer SO9T:4 . )1*0 110)565

I!!er S#&, CW-2 & Toer )1*0 110)565

S.AB ope!i! TC-2 . 1)2*2 )61(

Co!cree %

(

4

For%ork %

2

4

S&ir c&se No)'21 & Toer .5 -.5;e


2/214

CASTING CONCRETE PERIODE 15/FEB/2016 - 21/FE

No Week Descripio!"o#$%e

Co!cree %(4 For%ork %24

S.AB e ope!i! p#&ci! ,oo% .* 0)1+2 1)150

S#&, .15 8o!e & Toer

Sub Total for S$"B $1( )*NE % 1.332 %08.882

Sub Total for BE"# 73.7!7 273.070

To 1(5)12* 61)*52

I!!er S#&, CW 1 & Toer NORT:4 . )1*0 110)565

W# S1 S2 & Toer .1(-.1 +)26 +)260S.AB ope!i! e TC-02 1)2*2 )61(

S#&, .15 & Toer 8o!e 2

Sub Total for S$"B 7.8!2 3!2.202

Sub Total for BE"# 103.702 387.2%

To 1+1)5* ++*)65

Core# CW-1 .1+-.1

Core&all CW-1a +t'700 mm, 127.7% 32.!0

Core&all CW-1b +t'%00 mm, 22.20% 11%.0

TOTA. 1*)*6 1)(50S#&, & Toer Bri7e4

Sub Total for S$"B $1% )*NE % 11.27 11%.(81

Sub Total for Beam 3.%0% 2!.28

To 1)60 1()*

S#&, .16 & Toer 8o!e (

Sub Total for S$"B $1 )*NE 3 1!.2!% 128.2(

Sub Total for Beam %!.!32 183.233

To 6*)226 (11)5

I!!er# CW-2 .+-. )1*0 110)565

S#&, .16 & Toer 8o!e 1

Sub Total for S$"B $1% )*NE % 3%.(!8 2(7.(80

Sub Total for Beam 12.100 !7.8(

To 6)6* (55)265

R"N T*T"$ 105+)515 52+5)1


3/214

B/2016

Re%&rks


4/214

B/2016

Re%&rks


5/214

C&si!

No Ie% F.OOR .E"E.

1 Wall B1 B12 Reta/n/n &all B1 B1

3 C*RE W"$$ 2

% RET"ININ W"$$ "NNE

( C*REW"$$ 1 B B

C*REW"$$ 2 B B

7 C*RE W"$$ 3 B B

8 C*RE W"$$ 2 B(-B% B(-B%

Sub Total

! C*$#N B( T*WER B(

10 C*$#N B( B(

11 C*$#N B( B(

12 C*$#N B( B(

13 C*$#N B( B(

1% C*$#N B( B(

1( C*$#N B2 B2

1 C*$#N B( B(

17 C*$#N B( B(

18 C*$#N B( E" C*$#N B(

1! C*$#N B% "NNE B%

20 C*$#N B% "NNE B%

21 C*$#N B% T*WER B%

22 C*$#N B% B%


6/214

2% C*$#N B% B%

2( C*$#N B1 "NNE B1

2 C*$#N B1 "NNE B1

27 C*$#N B% "NNE B%

28 C*$#N B% "NNE B%

2! C*$#N B% B%

30 C*$#N B% B%

31 C*$#N B% B%

32 C*$#N B( B(

33 C*$#N B% B%

3% C*$#N B% T*WER B%

3( C*$#N B1 "NNE B1

3 C*$#N B% B%

37 C*$#N B3 B3

38 C*$#N B3 B3


7/214

3! C*$#N B% B%

%0 C*$#N B3 B3

%1 C*$#N B3 B3

%2 C*$#N B% B%

%3 C*$#N B B

%% C*$#N B3 "NNE B3

%( C*$#N B T*WER B

% C*$#N B% B%

%7 C*$#N B3 B3

C*$#N B% B%

C*$#N B% B%

C*$#N B3 B3

C*$#N B3 B3

C*$#N B B


8/214

S$"B at To&er )one 1 $1(

S$"B 1

BE"# 1000!00

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1(00700

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1200!00

BE"# 1(00700

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# 1200!00

BE"# 300(00

BE"# 300(00

BE"# 300(00

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I 1

7 Column at To&er T56E C% " $1(

8 Inner slab CW-1 at To&er +S*T, $8

! Inner Slab CW-2 at To&er $7

10 W"$$ oen/n S1S2 $%-$( +1st la9er,

11 S$"B oen/n TC-2 $8

12 S$"B e: oen/n la;/n boom $!

Slab )one % at To&er $1(

S$"B 1

S$"B 2

BE"# 1000700


9/214

13

BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700

BE"# 1(00700

BE"# 1000!00

BE"# 1000!00BE"# B-0% 80010(0

BE"# B$-08 800830

BE"# 1000700

BE"# 1000700

BE"# 1200!00

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I 1

S$,

1% Inner Slab CW 1 at To&er +N*RT, $8

1( Wall S1 S2 at To&er $13-$1%

1 Column at To&er T56E C3" $1(

17 Column at To&er T56E C3" $1(

18 Column at To&er T56E C2 $1(

1! Column at To&er T56E C1 $1(

20 Column at To&er T56E C3 $1(

21

Column at "nne:

$%C*$#N T56E C"-1

C*$#N T56E C(

Sub Total

22 Column at "nne: T56E C"-1 $%


2% Column at "nne: T56E C"-1 $%

2( S$"B oen/n e: TC-02 $!

2 S$"B Bouro/nt slab 6C ST"IRC"SE ?2 $11-$12

27 6C ST"IRC"SE1 >o/nt $1

28

Sta/r;ase ?11

B2-B1S$"B 1

S$"B 2

ST"IR

Sub Total

2!

Inner slab CW-1

B2S$"B

BE"# 2(02000

BE"# 2(02000

S$, To =


10/214

30

Slab at To&er )one 2 $1(

S$"B $1( )*NE 2

S$"B 1

S$"B 2

BE"# 1000700BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1(00700

BE"# 1000!00

BE"# B$-2% 80010(0

BE"# B$-2% 80010(0

BE"# 1000!00

BE"# 1000!00

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

S$"B $1( )*NE 2

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1000700

4*I 1

31

Core&all CW-1

$17-$18Core&all CW-1a +t'700 mm,

Core&all CW-1b +t'%00 mm,

Sub Total

32 Column at To&er T56E C1 -" $1(

33 Column at To&er T56E C% $1(

3% Column at To&er T56E C1 -" $1(

3( 6araet &all at To&er $(

3

"


11/214

37

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 200%00

BE"# 200%00

BE"# 3(0800

4*I

38 6araet &all at to&er $(

3! Column at To&er T56E C1 $1(

%0 Column at To&er T56E C% $1(



%3 Column at To&er T56E C2 $1(

%% Column at To&er T56E C3 $1(

%( W"$$ oen/n S1S2 $2-$3

% W"$$ oen/n S1S2 $%-$(

%7

S$"B +S" Intake,

@S$"B 1

4*I 1

%8

Slab at To&er +br/


12/214

%!

BE"# 1(00700

$1

BE"# 800700

BE"# 800700

BE"# 1000!00

BE"# B$-0% 80010(0

BE"# 1000!00

BE"# 1000700BE"# 1000700

BE"# 1000700

BE"# 1000700

S$,

(0 W"$$ Inner CW-2 B1-@

(1 Inner&all CW-2 $7-$8

(2

Slab at To&er )one 1

$1

S$"B 1

S$"B 2

BE"# 1000!00

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1(00700

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1200!00

BE"# 1(00700

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# 1200!00

BE"# 300(00

BE"# 300(00

BE"# 300(00

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I 1

S$,

(3

Sta/r ;ase No.?21 at To&er

$( -$( #eAAan/ne

S$"B 1 $(

BE"# 20000

BE"# 20000


13/214

S$"B 3 $1

ST"IR

Sub Total

(% Column at To&er T56E C% " $1

(( Column at To&er T56E C% " $1

( Column at To&er T56E C% " $1

(7 Column at "nne: +2n< $a9er, T56E C"-1 $%(8 Column at "nne: +2n< $a9er, T56E C"-1 $%

(! Column at "nne: +2n< $a9er, T56E C"-1 $%

0 Column at "nne: +2n< $a9er, T56E C"-1 $%

R"N T*T"$


14/214

1 Slab Temorar9 oen/n TC-03 $3

2 Slab Temorar9 oen/n TC-03 $( #eAAan/ne

3 Slab Tem oen/n la;/n boom $(

% Inner Slab CW 1 at To&er +N*RT, $7

(

Core Wall CW 2 at To&er

$1(-$1Core&all CW-2 t ' 800 mm

Core&all CW-2 t ' %00 mm

Sub Total

" fon


15/214

18

BE"# 1200700

BE"# 1200700

BE"# 1200700

BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000700

BE"# 1200700

BE"# 1200700

BE"# 1200700

1! Inner Wall CW 2 at To&er +Nort ", $-$7

20 Column at To&er T56E C3" $1%

21 Column at To&er T56E C% " $1%

22 Column at To&er T56E C3 $1%

23 S$"B oen/n e: TC-3 $

2% S$"B oen/n la;/n boom $7

2( Inner &all CW-1 +Nort , $7-$8

2 Inner &all CW-2 +Nort ", B1-@

27 Slab at To&er )*NE 2 $1%

S$"B $1% )*NE 2

S$"B 1

S$"B 2

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1(00700

BE"# 1000!00

BE"# B$-2% 80010(0

BE"# B$-2% 80010(0

BE"# 1000!00

BE"# 1000!00

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

S$"B $1% )*NE 2

BE"# 1000!00

BE"# 1000700


16/214

BE"# 1(00700

BE"# 1000700

4*I 1

28 Column at To&er T56E C3" $1%2! Column at To&er T56E C2 $1%





3% Column at "nne: T56E C"-1 $%

3( Inner Wall CW 2 at To&er +Sout B, $7-$8

3 Wall of ram 2 B3-B2

37 W"$$ S1S2 +2n< la9er oen/n, @-$2

38

Slab at To&er )*NE % $1%

S$"B 1

S$"B 2

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700

BE"# 1(00700

BE"# 1000!00

BE"# 1000!00

BE"# B-0% 80010(0

BE"# B$-08 800830

BE"# 1000700

BE"# 1000700

BE"# 1200!00

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I 1

3! Inner Wall CW 1 at To&er $7-$8

%0 Column at To&er T56E C% $1%




%% Inner Wall CW 2 at To&er $-$7

Core&all CW-1


17/214

%(Core&all CW-1a +t'800 mm, $1-$17


Sub Total

% Inner &all CW-1 $7-$8

%7 S$"B Temorar9 oen/n e: la;/n boom $8

%8

Sta/r;ase ?2

B1-$1

S$"B 1 B1BE"# 30000

S$"B 2 $an


18/214

(7

BE"# 1200700

BE"# 1200700

BE"# 1200700

BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000700

(8

Slab at To&er )one 1 an< )one 3 $1(

S$"B 1

BE"# 1200700

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# 1000!00

BE"# 1000!00

BE"# B-0%" 80010(0

BE"# B$-03 800830

BE"# B$-08 800830

R"N T*T"$


19/214

1

Beam Inner CW-2

B1BE"# 30000

BE"# 30000

2 $ean Con;rete @

3 Column at to&er T56E C% " $ 13

% Column at to&er T56E C% " $ 13

( Column at to&er T56E C% " $ 13

Column at to&er T56E C1 $ 13

7 Column at to&er T56E C1-" $ 13

8 Column at to&er T56E C3 $ 13

! Inner Wall CW 1 at To&er $-$7

10 Wall S1 at to&er $11-$12

11 Wall 6araet $

12 Inner Slab CW-1 B3

13

Slab at To&er )*NE 3 $13

S$"B 1

S$"B 2

BE"# 1(00700

BE"# 800700

BE"# 800700

BE"# 1000!00

BE"# B$-0% 80010(0

BE"# 1000!00


20/214

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000700

S$,

1%


$1%-$1(Core&all CW-2 t ' 800 mm


Sub Total

1( Column at "nne: T56E C"-1 $%




1! Column at "nne: T56E C"-1 $%

20

Slab at To&er )*NE 2 an< % $13

S$"B $13 )*NE 2

S$"B 1

BE"# 1000700

BE"# 1000700

BE"# B$-08 800830

BE"# 1000!00

BE"# 1000700

BE"# 800700

BE"# B$-0% 80010(0

BE"# 800700

BE"# 1000!00

BE"# 1(00700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# 1200!00

BE"# 1000700

BE"# 1000700

BE"# 300(00

BE"# 300(00

BE"# 300(00

S$"B 2

BE"# 1000!00

BE"# 1(00700

BE"# 1(00700

BE"# 1000700

4*I 1

Slab at To&er )one 3 = % $11

S$"B 1 )*NE %


21/214

BE"# 1(00700

BE"# 1000700

BE"# 1000700

BE"# 1200!00

BE"# 300(00

BE"# 300(00

BE"# 300(00BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I 1

21 W"$$ S2 $11-$12

22 Column at to&er T56E C2 $ 13

23 Column at to&er T56E C% " $ 13

2% Column at to&er T56E C3" $ 13

2( Column at to&er T56E C3" $ 13

2 $I@T W"$$ S1S2 B%-B3

27 $I@T W"$$ S1S2 $1-$2

28 Column at To&er T56E C1-" $13

2! Column at To&er T56E C1 $13

30 Column at To&er T56E C% $13




3% Column at To&er T56E C2 $13

3( Column at To&er T56E C3 $13

3 W"$$ araet

37 S$"B +TE#6 *6ENIN TC-03, $(

38 Slab at "nne: B1

3! Column at "nne: T56E C"-1 $%

%0 Column at "nne: T56E C"-1 $%

%1 Column at "nne: T56E C"-3 $%

Slab at To&er +Br/


22/214

%2

BE"# 200(00

BE"# 200%00

BE"# 200%00

BE"# 200%00

4*I 1

4*I 2

4*I 34*I %

4*I (

4*I

4*I 7

4*I 8

4*I !

4*I 10

4*I 11

4*I 12

S$,

%3

Core&all CW-1

$1(-$1Core&all CW-1a +t'800 mm,


Sub Total

%% Inner Slab CW-1 +sout, $7

%( Inner Slab CW-2 $

% Wall 6araet $

%7

Sta/r;ase ?11

B%-B3S$"B 1

S$"B 2

ST"IR

Sub Total

Slab at To&er +)one 1 an< 3, $1%

S$"B To&er )one 1 $13

S$"B 1

BE"# 1000!00

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1(00700

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1200!00

BE"# 1(00700

BE"# 1000700

BE"# 1000700

BE"# 1000!00


23/214

%8

BE"# 1200!00

BE"# 300(00

BE"# 300(00

BE"# 300(00

BE"# (00700

BE"# (00700

BE"# (00700BE"# (00700

4*I 1

Sub Total

Slab at To&er $13 )*NE 3

S$"B 1

BE"# 1(00700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000!00

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# B$-0% 80010(0

BE"# B$-08 800830

S$"B 2

BE"# 1(00700

BE"# 800700

BE"# 800700

BE"# 1000!00

Sub Total


24/214


25/214


26/214


27/214

1 Wall oen/n S1=S2 B-B%

2

Slab an< Beam at To&er )*NE 3 $12

S$"B 1

BE"# 1(00700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000!00

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# B$-0% 80010(0

BE"# B$-08 800830

S$,

Slab an< Beam at To&er $

S$"B t'1(0mm

BE"# 800700

BE"# 800700


28/214

3 BE"# 00!00

BE"# 1000!00

% Column at To&er T56E C3 $12

( Column at To&er T56E C1-" $12 Column at To&er T56E C1 $12

7 Column at To&er T56E C% " $12

8


S$"B $12

S$"B 1

BE"# 1000700

BE"# 1000700

BE"# B$-08 800830

BE"# 1000!00

BE"# 1000700

BE"# 800700

BE"# B$-0% 80010(0

BE"# 800700

BE"# 1000!00

BE"# 1(00700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# 1200!00

BE"# 1000700

BE"# 1000700

BE"# 300(00

BE"# 300(00

BE"# 300(00

S$"B 2

BE"# 1000!00

BE"# 1(00700

BE"# 1(00700

BE"# 1000700

4*I 1

! Sum 6/t No.?12 B

10

C*REW"$$ CW-2 $13-$1%


Core&all CW-2 t ' 800 mm


Sub Total


29/214

11 Inner Wall CW-2 at To&er $(-$

12 Wall Ram 1 at To&er $1

13

1%

Slab at To&er )one 3 an< % $12

S#&, & Toer .12 8ONE (

S$"B 1BE"# 1(00700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000!00

S.AB 2 & Toer .12 8ONE

BE"# 1000!00

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1000700

BE"# 1200!00

BE"# 300(00

BE"# 300(00

BE"# 300(00

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# 1000!00

BE"# 1000!00

BE"# 1000!00

4*I 1





1! Column at To&er T56E C2 $12

20 Column at To&er T56E C3 $12

21

Column at "nne: $3

C*$#N T56E C"-1

C*$#N T56E C(

Sub Total

22

Column at "nne: $3

C*$#N T56E C"-1

C*$#N T56E C(

-


30/214

Sub Total

23 Column at "nne: T56E C"-1 $3

2% S$"B +TE#6 *6ENIN TC-02, $

2( Inner Wall CW 2 at To&er $( #eAAan/ne - $

2 Inner &all CW-2 $(-$ 2n< la9er

27

Beam at To&er 2 nos +Sout, $( meAAan/ne

BE"# 00!00BE"# 00!00

Sub Total

28


S$"B 1 )*NE %

BE"# 1000!00

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# 1(00700

2!

Slab at To&er )*NE % +br/


31/214


37 Inner Wall CW 1 at To&er $-$7

38

Beam at To&er 2 nos +Nort, $( meAAan/ne

BE"# 1200700

BE"# 1200700

Sub Total

3! $ean Con;rete Slab E" *utlet near TC-01 @%0 Inner Wall CW 1 at To&er $-$7

%1 W"$$ aboe Ca/n Beam @

%2

Slab aboe Ram 2 @

S$"B t' 280 mm

Sub Total

%3

Core&all CW 1 $1%-$1(

Core&all CW-1a +t'800 mm,


Sub Total

%% Column at To&er T56E C2 $12

%(

Slab an< Beam at "nne: $2

S$"B t'17(mm

BE"# (00700

BE"# 3(0700

BE"# 30000

BE"# 3(0700

BE"# 3(0700

BE"# 30000

BE"# 3(0800

BE"# 3(0800

BE"# 3(0800

BE"# 3(0800

BE"# 1200+20:700,

BE"# 1200+20:700,

BE"# 1200+20:700,

BE"# 1200+20:700,

BE"# 1000700

BE"# 1000700

4*I 1

4*I 2

4*I 3

Slab at To&er $( #eAAan/ne

S$"B t'17(mm

BE"# 1(00700

BE"# 300(00

BE"# 300(00

BE"# 300(00

BE"# (00700


32/214

% BE"# (00700

BE"# (00700

BE"# (00700

BE"# 1(00!00

BE"# 800!00

%7

Slab at "nne: $%

S$"B t'17(mm

BE"# 1200700

BE"# 1200700

BE"# 1200700

BE"# 1200700

BE"# (00!00

BE"# (00!00

BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000700



S$"B 1

BE"# 1000!00

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1(00700

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1200!00

BE"# 1(00700

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# 1200!00

BE"# 300(00


33/214

%8

BE"# 300(00

BE"# 300(00

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I 1Sub Total


S$"B 1

BE"# 1(00700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000!00

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# B$-0% 80010(0

BE"# B$-08 800830

Sub Total

%! Inner Wall CW 1 at To&er $-$7


34/214


35/214


36/214

1 Wall S1 S2 at To&er B2-B1

2 S$"B TE#6 *6ENIN @F$1

3 Inner Slab CW 2 at To&er B%

%

Slab at To&er )*NE 2 $11S$"B $11 )*NE 2

S$"B 1

BE"# 1000700

BE"# 1000700

BE"# B$-08 800830

BE"# 1000!00

BE"# 1000700

BE"# 800700

BE"# B$-0% 80010(0

BE"# 800700

BE"# 1000!00

BE"# 1(00700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# 1200!00

BE"# 1000700

BE"# 1000700

BE"# 300(00

BE"# 300(00

BE"# 300(00

S$"B 2

BE"# 1000!00

BE"# 1(00700

BE"# 1(00700

BE"# 1000700

4*I 1

Sub Total

( Inner Wall CW 2 at To&er $(-$( meAAan/ne

S$"B /nner slab ;&1 B%

7


S$"B 1

BE"# 1(00700

BE"# 800700

BE"# 800700

BE"# 1000700

BE"# 1000!00

BE"# 1000700

BE"# 1000700

BE"# 1000!00


37/214

BE"# B$-0% 80010(0

BE"# B$-08 800830

Sub Total

8

Slab at To&er $( meAAan/ne

S$"B

BE"# 1000!00

BE"# 800!00BE"# 800!00

BE"# 1000!00

4*I 1

Sub Total

! Slab e: tem oen/n for T; 3 at To&er $%

10 Column at To&er $11 T56E C%




1% Column at To&er $11 T56E C2

1( Column at To&er $11 T56E C3

1 Wall S1 S2 at To&er $!-$10

17

Sta/r;ase ?11 B-B(

S$"B 1

S$"B 2

ST"IR

Sub Total

18

Slab at "nne: $3

S$"B 1 "NNE

BE"# 2(0%(0

BE"# 2(0%(0

BE"# 2(0%(0

BE"# 12008!0

BE"# 12008!0

BE"# 12008!0

BE"# 800700

BE"# 1000700

BE"# 800700

BE"# 1000700

BE"# 800700

Sub Total

1!

Core&all CW 2 at To&er $12-$13


Core&all CW-2 $4 - 1.8m - $4. a

Core&all CW-2 $4 - 1.8m - $4. b

Sub Total

BE"# 1%(0700 G%(0

BE"# 100700 G%(0

BE"# 1%(0700 G%(0

BE"# 100700 G%(0

BE"# 1%(0700 G%(0


38/214

20 Column at To&er $11 T56E C% "



23

Slab fon


39/214

2

BE"# 200%00

BE"# 200%00

4*I 1

4*I 2

4*I 3

4*I %

4*I (4*I

4*I 7

4*I 8

4*I !

4*I 10

4*I 11

4*I 12

Sub Total

27 Slab at To&er e: tem oen/n for T; 2 $(

28 Wall 61 62 at "nne: $1 -$2

2!

Column at "nne: $2

Column T56E C"-%

C*$#N T56E C8"

Sub Total

30 Column at "nne: $1 T56E C"-%

31 Column at "nne: $3 T56E C"-1

32 Column at "nne: $3 T56E C"-1

33 S$"B ram 2 B3-B2

3%

Core W# CW 1 .1(-.1

Core&all CW-1a +t'800 mm,


Sub Total


3 Column at To&er T56E C1-" $11

37 Column at To&er T56E C3-"

38 Column at To&er T56E C3-"

3! Column at To&er T56E C2

%0

S$"B BE"# $( #eAAan/ne +)*NE %,

S$"B

BE"# 1(00!00

BE"# 800700

BE"# 1(00700

BE"# %(0700

BE"# %(0700

BE"# %(0700

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I

Sub Total


40/214

%1


S$"B 1

BE"# 1000!00

BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1(00700BE"# 1000!00

BE"# 1000700

BE"# 1(00700

BE"# 1200!00

BE"# 1(00700

BE"# 1000700

BE"# 1000700

BE"# 1000!00

BE"# 1200!00

BE"# 300(00

BE"# 300(00

BE"# 300(00

BE"# (00700

BE"# (00700

BE"# (00700

BE"# (00700

4*I 1

Sub Total

%2

Inner S$"B CW 1 at To&er $ +Sout S/


41/214

Sub Total

%7

GRAND TOTA. >9ANTIT?

S$"B $10 )*NE 2

S$"B 1 27.00

BE"# 1000700 10.30

BE"# 1000700 11.10

BE"# B$-08 800830 3.08

BE"# 1000!00 7.0

BE"# 1000700 10.30

BE"# 800700 11.10

BE"# B$-0% 80010(0 3.08

Slab at To&er +Temorar9 *en/n, $( meAAan/ne+belo& TC 2,


42/214

1

BE"# 800700 11.10

BE"# 1000!00 8.0

BE"# 1(00700 10.33

BE"# (00700 3.0(

BE"# (00700 3.30

BE"# (00700 2.23

BE"# (00700 3.33BE"# 1200!00 10.

BE"# 1000700 7.2(

BE"# 1000700 8.0(

BE"# 300(00 %.38

BE"# 300(00 3.00

BE"# 300(00 %.80

4*I 1 2.(7(

Sub Total

S$"B 2 7.(0

BE"# 1(00700 8.83

BE"# 1000700 7.(0

BE"# 1(00700 8.83

Sub Total

T*T"$

2 Ho/nt Conne;t/on at Sta/r;ase 2 $7-$!

3

Inner Slab CW 1 at B%

S$"B 1 8.1

S$"B 2 (.88

Sub Total

% Inner Wall CW 1 at To&er $(-$ 0.1(0

(

Slab at Conne;t/on "rea $

S$"B 1 (.00

BE"# 800700 %.8(

BE"# 800700 %.8(

BE"# 00!00 %.80

BE"# 00!00 8.20

BE"# 00!00 8.20

BE"# 12007(0 8.(

Sub Total


S$"B 1 20.2(

BE"# 1(00700 11.10

BE"# 800700 11.10

BE"# 800700 11.10

BE"# 1000700 11.10

BE"# 1000700 11.10

BE"# 1000700 11.10

BE"# 1000!00 8.0

BE"# 1000!00 7.0

Sub Total

7 Column at To&er $10 T56E C% 1.%00


43/214


! Column at To&er $10 T56E C% 1.%00


11 Column at To&er $10 T56E C2 1.00

12 Column at To&er $10 T56E C3 1.%00


1% Inner Wall CW 1 $(-$ +2n< $a9er, Sout S/


44/214

BE"# (00700 2.23

BE"# (00700 3.33

BE"# 1000!00 8.((

BE"# 1000!00 7.

BE"# 1000!00 7.(0

4*I 1 3.3%(

Sub TotalSlab at To&er $10 )*NE 3

S$"B 1 10.(0

BE"# 1(00700 11.10

BE"# 800700 11.10

BE"# 800700 11.10

BE"# 1000700 10.30

BE"# 1000!00 8.0

Sub Total

TOTA.

20 Inner Wall CW 1 at To&er $( meAAan/ne - $ 0.1(0

21

Slab $( meAAan/ne

S$"B 1 1(.7(

BE"# 1000!00 (.70

BE"# 800!00 (.7(

BE"# 800!00 (.7(

BE"# 1(00700 10.33

BE"# 1(00700 8.7!

BE"# 1000700 8.2(

BE"# 1000!00 7.3(

BE"# 1000!00 8.((

4*I 1 2.7

4*I 2 0.8

4*I 3 0.8

4*I % 3.3%(

Sub Total

22

Slab at To&er $! +"RE" BRIE,

S$"B 10.0(

BE"# 1000(00 12.20

BE"# 200(00 %.(0

BE"# 200(00 %.(0

BE"# 200%00 %.(0

BE"# 200%00 %.(0

BE"# 200%00 %.(0

4*I 1 1!.0!

4*I 2 0.(%

4*I 3 0.(8

4*I % 12.!(

4*I ( 1.7(

4*I 1.3!

4*I 7 0.0%


45/214

4*I 8 0.0%

4*I ! 0.0%

4*I 10 0.%(

4*I 11 (.3

4*I 12 2.78

Sub Total

23 Inner Wall CW 1 at To&er $( meAAan/ne - $ 0.1(02% Column at To&er $10 T56E C3 " 1.%00

2( Column at To&er $10 T56E C3 " 1.%00

2 Column at To&er $10 T56E C2 1.00

27 Column at To&er $10 T56E C% " 1.%00

28


S$"B 1 20.%(

BE"# 1000!00 7.%(BE"# 1000!00 7.0

BE"# 1000700 7.0

BE"# 1(00700 8.7!

BE"# 1(00700 8.83

BE"# 1000!00 7.(0

BE"# 1000700 7.(0

BE"# 1(00700 8.(

BE"# 1200!00 !.!0

BE"# 1(00700 10.33

BE"# 1000700 11.0(BE"# 1000700 11.0(

BE"# 1000!00 7.(0

BE"# 1200!00 10.

BE"# 300(00 %.38

BE"# 300(00 3.00

BE"# 300(00 %.80

BE"# (00700 3.0(

BE"# (00700 3.30

BE"# (00700 2.23

BE"# (00700 3.334*I 1 2.7

Sub Total

2!

C*REWall CW 1 $12-$13

Core&all CW-1a 3(.10

Core&all CW-1b 12.20

Sub Total


31 Column at To&er $11-$12 T56E C% " 1.%00

32 Column at To&er $11-$12 T56E C1 1.800

Sta/r;ase ? ( = ? Sta/r;ase ? ( B1-$1

S$"B 1 2.2%


46/214

33

S$"B 2 1.70

ST"IR .73

Sub Total

Sta/r;ase ? B1-$1

S$"B 1 1.7!

S$"B 2 1.%1

ST"IR 2.38ST"IR 2.38

Sub Total

T*T"$

33 Column at To&er $11-$12 T56E C3 1.%00

3% Column at To&er $11-$12 T56E C1" 1.800

3(

Slab at To&er $

S$"B 1 1.1!

S$"B 2 !.7(

BE"# 800700 .8(

BE"# 800700 .8(

BE"# 800700 .8(

BE"# 800700 .8(

BE"# 00!00 7.80

BE"# 00!00 11.2(

BE"# 00!00 (.%0

BE"# 00!00 7.30

BE"# 00!00 7.30

BE"# 800700 %.8(

BE"# 00!00 12.00

Sub Total


GRAND TOTA. >9ANTIT?


47/214

Co!cree Week 15 Fe,r$&r3 - 21 Fe,r$&r3

P %4 . %4 : %4 Co!cree %(4 For%ork %24

0)000 0)0000)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)0000)000 0)000

0)000 0)0000)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)0000)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)0000)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)0000)000 0)000

0)000 0)000


48/214

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)0000)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)0000)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000

0)000 0)000


49/214


50/214

20.%( !.!0 0.200 %0.%!1 202.%((

7.%( 1.00 0.7( (.(88 18.2(

7.0 1.00 0.70 (.320 18.2%0

7.0 1.00 0.(0 3.800 1(.200

8.7! 1.(0 0.(0 .(!3 21.!7(

8.83 1.(0 0.(0 .1! 22.03

7.(0 1.00 0.70 (.2(0 18.000

7.(0 1.00 0.(( %.12( 1(.7(0

8.( 1.(0 0.(( 7.13 22.%!0

!.!0 1.20 0.7( 8.!10 2.730

10.33 1.(0 0.(( 8.(22 2.8(8

11.0( 1.00 0.(0 (.(2( 22.100

11.0( 1.00 0.(0 (.(2( 22.100

7.(0 1.00 0.7( (.2( 18.7(0

10. 1.20 0.7( !.(!% 28.782

%.38 0.30 0.3( 0.%0 %.380

3.00 0.30 0.3( 0.31( 3.000

%.80 0.30 0.3( 0.(0% %.800

3.0( 0.(0 0.(( 0.83! %.880

3.30 0.(0 0.(( 0.!08 (.280

2.23 0.(0 0.(( 0.13 3.(8

3.33 0.(0 0.(( 0.!1 (.328

2.7 .!( 0.2 3.7(3 18.7(

o =or S.AB .15 8ONE 1 (6)+( 1()6*0

To =or BEA; *2)65 (2)**

To 12*)2( 512)5*

1.%00 1.800 3.000 +)560 1*)200

0.1(0 12.000 %.((0 )1*0 110)565

0.1(0 12.000 %.((0 )1*0 110)5650.200 2.320 2.800 1)2** 1)112

3.3%( 2.(7( 0.1(0 1)2*2 )61(

1.210 0.!(0 0.1(0 0)1+2 1)150

12.3( 2!.%0 0.1(0 (%.%% 33.0!0

(.8( !.30 0.1(0 8.11 (%.%0(

10.(( 1.00 0.(( (.803 22.1((


51/214

11.10 1.00 0.(( .10( 23.310

10.(( 1.00 0.(( (.803 22.1((

11.10 0.80 0.(3 %.2 20.(3(

11.10 0.80 0.(3 %.2 20.(3(

10.(( 1.(0 0.(( 8.70% 27.%30

8.0 1.00 0.7( .%(0 21.(00

7.0 1.00 0.7( (.700 1!.000

3.08 0.80 1.0( 2.(83 8.!18

3.08 0.80 0.83 2.0%2 7.((

8.0( 1.00 0.(( %.%28 1.!0(

7.2( 1.00 0.(( 3.!88 1(.22(

10. 1.20 0.7( !.(!% 28.782

3.0( 0.(0 0.(( 0.83! %.880

3.30 0.(0 0.(( 0.!08 (.280

2.23 0.(0 0.(( 0.13 3.(8

3.33 0.(0 0.(( 0.!1 (.328

3.3%( 2.(7( 0.1( 1.2!2 8.13

o =or S.AB .15 8ONE 61)((2 0)2

S$, To =or BEA; +()+*+ 2+()0+0

To 1(5)12* 61)*52

0.1(0 12.000 %.((0 )1*0 110)565%.30 0.20 %.(( +)26 +)260

1.200 1.00 3.000 5)+60 16)00

1.200 1.00 3.000 5)+60 16)00

1.%00 1.%00 3.000 5)0 16)00

1.00 1.00 3.000 +)60 1*)200

1.200 1.00 3.000 5)+60 16)00

0.00 1.200 3.000 2.10 10.800

0.00 1.200 3.000 2.10 10.800

)(20 21)600

0.00 1.200 3.000 2)160 10)00

0.00 1.200 3.000 2)160 10)00

0.00 1.200 3.000 2)160 10)00

3.3%( 2.(7( 0.1(0 1)2*2 )61(

1.%0 3.28 0.200 0.!18 %.(!2

1.!( 3.28 0.200 1.27! .3!

2.!2 1.21 0.30 1.02 (.2!1

()25* 16)2+*

12.00 3.08 0.300 11.070 3.!00

12.00 0.2( 2.00 .000 (1.000

12.00 0.2( 2.00 .000 (1.000

r INNER CW-1 B&se%e! 2 11)0+0 (6)*00

S$, To =or BEA; 12)000 102)000


52/214

To 2()0+0 1()*00

22.23 12.3( 0.10 %3.!17 27%.%7!

(.8 12.3( 0.200 1%.017 70.08

10.30 1.00 0.(% (.(2 21.%2%

11.10 1.00 0.(% (.!!% 23.088

10.30 1.00 0.(% (.(2 21.%2%

10.30 1.00 0.(% (.(2 21.%2%

10.33 1.(0 0.(% 8.37 2.(1

8.(( 1.00 0.7% .327 21.20%

3.08 0.80 1.0( 2.(83 8.!18

3.08 0.80 1.0( 2.(83 8.!18

7.0 1.00 0.7% (.2% 18.8%8

7.0 1.00 0.7% (.2% 18.8%8

7.3( 1.00 0.7% (.%3! 18.228

8.2( 1.00 0.(% %.%(( 17.10

8.7! 1.(0 0.(% 7.120 22.78

.2( !.00 0.200 11.2(0 (.2(0

7.0 1.00 0.70 (.320 18.2%0

7.2( 1.00 0.(0 3.2( 1%.(00

8.2( 1.(0 0.(0 .188 20.2(

7.(0 1.00 0.(0 3.7(0 1(.000

2.(7( 3.3%( 0.1( 1.2!2 8.13

S$, To =or S.AB 6+)*2 (*2)202

S$, To =or BEA; 10()+02 (+)26

To 1+1)5* ++*)65

3(.10 0.70 %.(( 127.7% 32.!0

12.20 0.%0 %.(( 22.20% 11%.0

1*)*6 1)(50

1.00 1.00 3.000 +)60 1*)200

1.200 1.00 3.000 5)+60 16)00

1.00 1.00 3.000 +)60 1*)200

0.200 1%.210 0.00 1)+05 1+)2*2

%.20 37.(0 0.0(0 7.87( 1(7.(00

.10 37.(0 0.100 22.87( 228.7(0

To (0)+50 (6)250

8.%0 18.7( 0.17( 27.(3 1(7.(00

7.%0 0.80 0.(3 3.108 13.!0

7.%0 0.80 0.(3 3.108 13.!0

7.30 1.20 0.(3 %.(!! 1.%2(

11.2( 1.00 0.(( .188 23.2(

13.22 0.80 0.(3 (.((2 2%.%(3


53/214

11.2( 1.00 0.(( .188 23.2(

(.%0 1.00 0.(( 2.!70 11.3%0

(.%0 1.00 0.(( 2.!70 11.3%0

%.1( 0.20 0.2( 0.208 2.!0(

%.1( 0.20 0.2( 0.208 2.!0(

3.%0 0.3( 0.( 0.77% (.10

3.0 12.0( 0.17( 7.(!2 %3.380To =or S.AB .( 1*)*+1 11)120

To =or BEA; ()62 1*2)*

To 6()(( (0+)10

0.200 (.%00 0.00 0)6 6)+20

1.00 1.00 3.000 +)60 1*)200

1.200 1.00 3.000 5)+60 16)00

1.200 1.00 3.000 5)+60 16)00

1.200 1.00 3.000 5)+60 16)00

1.%00 1.%00 3.000 5)0 16)00

1.200 1.00 3.000 5)+60 16)000.200 2.320 2.800 1)2** 1)112

0.200 2.320 2.800 1)2** 1)112

2.%7 2.0 0.280 18.3!7 (.702

2.%7 8.2 0.28 (.71 20.2(%

To =or S.AB 12)+25 5)

10.0( 0.1( 2%.007( 10.0(

12.20 1.00 0.22 2.8% 17.(8

%.(0 0.20 0.22 0.1!8 2.880

%.(0 0.20 0.22 0.1!8 2.880

%.(0 0.20 0.12 0.108 1.!80

%.(0 0.20 0.12 0.108 1.!80

%.(0 0.20 0.12 0.108 1.!80

1!.0! 0.28 (.%!0(2 1!.0!

0.(% 0.28 0.1(12 0.(%

0.(8 0.28 0.12% 0.(8

12.!( 0.28 3.2 12.!(

1.7( 0.28 0.%! 1.7(

1.3! 0.28 0.38!2 1.3!

0.0% 0.28 0.0112 0.0%

0.0% 0.28 0.0112 0.0%

0.0% 0.28 0.0112 0.0%

0.%( 0.28 0.12 0.%(

(.3 0.28 1.%8% (.3

2.78 0.28 0.778% 2.78

o =or S.AB .1 8ONE 11)2+6 11)51

S$, To =or Be&% ()0 2*)26

To 1)60 1()*

12.2( 10.(0 0.1(0 1!.2!% 128.2(


54/214

11.10 1.(0 0.(( !.1(8 28.80

11.10 0.80 0.(3 %.2 20.(3(

11.10 0.80 0.(3 %.2 20.(3(

8.0 1.00 0.7( .%(0 21.(00

3.08 0.80 1.0( 2.(83 8.!18

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Documents

Progress Casting Concrete Week 88