volumeee 2007

7/23/2019 volumeEE 2007

1/65

PERHITUNGAN VOLUME

No Deskripsi Gambar Dasar Mutu

T

1 Tiang Pancang Bore Pile K - 250 0012

terdapat

tinggin!a ke atas 25"2 terdapat

101#$%

11&2$

12%#52

2"&1$1' total dala

%''%052'&"%'

B)T*N

B+,+ B*)P./) T

0012

terdapat

tinggin!a ke atas terdapat

B+,+

B+,+ T/+NG+N ! D

pokok 002

7/23/2019 volumeEE 2007

2/65

pan3ang o4erlap 12 D

pan3ang tulangan kegirder K)M+)N6 1

Tutupan 12 D

sengkang D

0012

B+,+ T/+NG+N

7)K B)T*N B*8 B*)P./) D.+T+9

7/23/2019 volumeEE 2007

3/65

Dimensi-dimensi :olume Notasi

/ D Ddalam /uas

&' 0$ 0##' 0%#2"%$ 1#02'125& m&

#2 tiang 1225$$102 m&

12 tiang keara; melintang

%2%1 2%0'"2'5$

%#2 2'#$###0%

51"$ 2"5005""#

m( $0&5#'&5" m&

1'0#152#2 m&

1&$'5"'2" m&

/ D Ddalam /uas

&' 0$ 0##' Dalam 0%#2"%#"2

/uar 0502'5%$2

9isa 002"#0'"

10'"%%$% m&

#2 tiang ##0002$51 m&

12 tiang keara; melintang

%2%1 1511$%&5'

%#2 1'$25"$$2

51"$ 1$52""#'

50%#%&""" m&

100"%$$ m&

$#0"51'51 m&

'$&'"#0%' kg

0%#2"%#"2 211%&"$

/ + N

&' 0000&1%15" 15 000""'&$' #$21'&%

%02%1

%0#2

7/23/2019 volumeEE 2007

4/65

%11"$

& sambungan 0#2

01'&% 00$& 12%'%

%220#% 01"$$"#'" m&

%2'$'% 020115%"2

%&1'%% 020&%0#%%

#2%1520'1 m&

1%%$&0%12 m&

00#2

/ + N

250"$#' 000011&0"# 1%2 00%0&0$

1%% 00%0$#'

1%5 00%11'

1%'$125&5 m&

2"&'250# m&

1#%1"2"1" m&

1&'#%1%%2 kg

11&'"1$#% kg D 20

2&0%"5'$ kg D 12

1&'#%1%%2 kg

7/23/2019 volumeEE 2007

5/65

Keterangan Notasi

1 tiang sampai kedalaman &' m

#2 tiang sampai kedalaman &' m

1 pendekat

015"0%&

1 pendekat

2 pendekat

2 pendekat < #2 tiang

1 tiang sampai kedalaman &' m

#2 tiang sampai kedalaman &' m

1 pendekat

2 pendekat

2 pendekat < #2 tiang

$

1#$2'%25#2

"'0%2#'0$00#

7/23/2019 volumeEE 2007

6/65

tulangan 1 tiang

1 pendekat D 20

2 pendekat D 20

1 pendekat D 12

2 pendekat D 12

tulangan 2 pendekat

9+M+==

7/23/2019 volumeEE 2007

7/65

00&%'&'

012%%0#

11"%&0$

7/23/2019 volumeEE 2007

8/65

7/23/2019 volumeEE 2007

9/65

PERHITUNGAN VOLUME

No Deskripsi Gambar Dasar

P)K),++N T*T*+

T)/+

D+/+M

T)G)/ T)M+9K K)D+/+M T*T*+

T)G)/ /+

D+/+M

T*T*+ > T)G)/ T)?.TNG B)T*

T/+NG+N T*T*+

D+/+M

T/+NG+N P*K*K T)T+MB+? 'D 9)B+G+. T)KK+N ,NG

Pokok

9usut Tul +tas ba@a;6

karena / A 21'2& m maka terdapat 1 sambungan

/+

Pokok

9usut Tul +tas ba@a;6

7/23/2019 volumeEE 2007

10/65

karena / A 21'2& m maka terdapat 1 sambungan

T/+NG+N T*T*+

K))B T*T*+

Trotoar /uar

Trotoar Dalam

Total Kareb

K+)B

7/23/2019 volumeEE 2007

11/65

Mutu Dimensi-dimensi :olume

B ? / +

K - &00 11'5 02 $&2$& 02&& 1"%0%"%&$$0"$$

##'1"#'

K - &00 B ? / +

1%5 02 $&2$& 02" 2%1520#

%$&0%1%

"''0$2$

B T /

11'5 005 $&2$& %$512&5

"#02%#

1"%0%"%

B T /

1%5 005 $&2$& '0&$01$

120#'0%

2%1520#

21##$5

010$

n / D +

1#% &'0" 001$ 000025%5 0&1"5"'

0'&"1"2

12 220%# 001& 00001&2# 00#02&2

1'D 020$ m 01%0%'5

n / D +

1#% &0$5 001$ 000025%5 02#&1"&

05%'&$'

11 220%# 001& 00001&2# 00'%&$

7/23/2019 volumeEE 2007

12/65

1'D 020$ m 012$#5"

11$55##

"&0'#$1

02'"22%

211&%0"

1%5%$01

$% $&2$&

1'$

1'$

&&'

50%

100$

1'$0

"&0'#$1

12"51&%

1212$5$

"#5&505

15&2"#%

7/23/2019 volumeEE 2007

13/65

Notasi Keterangan Notasi

m& :olume 1 sisi terluarm& :olume 2 sisi Terluar

m& 2 Pendekat

m& :olume 1 sisi dalam


m& 2 Pendekat



m& 2 Pendekat



m& 2 Pendekat

M&

m& D 1$ - 125 1 Pendekat6


m& D 1& - &00 1 Pendekat6





7/23/2019 volumeEE 2007

14/65


m& D 1$ 2 P)ND)K+T6

kg D 1$ 2 P)ND)K+T6

m& D 1& 2 P)ND)K+T6

kg D 1& 2 P)ND)K+T6

m&

m 1 9isi Trotoar 1 Kareb

m 2 9isi trotoar 2 Kareb

m 1 9isi Trotoar 2 Kareb

m 2 9isi Trotoar % Kareb

m Total ' sisi kareb

m

unit

D 1$ T*T+ > P/+T 9+ND+

D 1& T*T+ > P/+T 9+ND+

plat dasar

plat in3ak

2%

7/23/2019 volumeEE 2007

15/65

PERHITUNGAN VOLUME

No Deskripsi Gambar Dasar Mutu

P)K),++N P/+T 9+ND+

B)T*N

B)T*N P/+

T/+NG+N

T/+NG+N

Pokok

9usut

karena pan3ang $&2$&m ada ' o4erlap

mendekati # dipakai # o4erlap #

T/+NG+N

+B - 01

P)K),++N +NGK 2%

P)K),++N P/+T - 2%

P*./ ? 125 8 125 - 2%

P.P+ +.//.NG - 2%

NT +NGK - 2%

7/23/2019 volumeEE 2007

16/65

Dimensi-dimensi :olume Notasi

B1 B2 ? / +0%# 0&&5 15%%% $&2$& 0'21'21 10&5%0"2&5 m&

T 9+ND+ 20#0$1$%# m&

P*K*K T)T+MB+? 'D 9)B+G+. T)KK+N ,NG 00#$

n / D +

'#0 2 001& 00001&& 0%215&1205 m&

0$%&0'2%11 m&

12 dilebi;kan 2 akibat angkur diatas sandaran

001& 00001&&

o4erlap $% 02'$#$2$$' m&

05'5##& m&

P/+T 9+ND+ 1&$0'2$1$% m&

10$"&12% kg

/ 9 N D ,M/?

$&2$& 1'5 52 1' % 000$&'%1#' m&

001'#2$&5& m&

t kgCunit N

12 &01$ 52 &1&$#2 kg

'2##%% kg

? kgC N

%5& 2&$ 52 2%#52 kg

%"50% kg

D1 D2 +

#'& ''& 000112 2"2$$&$%&" kg

5$5#'#'$#" kg

kgCunit N

015 20$ '2% kg

12%$ kg

7/23/2019 volumeEE 2007

17/65

Keterangan Notasi

1 Pendekat

2 Pendekat

1 Pendekat d 1&

2 Pendekat d 1&

1 Pendekat d 1&

2 Pendekat d 1&

2 pendekat d 1&

1 Pendekat d 1&

1 Pendekat

2 Pendekat

1 Pendekat

2 Pendekat

1 Pendekat

2 Pendekat

1 Pendekat

2 Pendekat

1 Pendekat

2 Pendekat

7/23/2019 volumeEE 2007

18/65

PERHITUNGAN VOLUME


DIAFRAGMAB)T*N

T/+NG+N

P*K*K

9)NGK+NG

GIRDER

B)T*N

7+P.NG

T/+NG+N

P*K*K

9)NGK+NG

7/23/2019 volumeEE 2007

19/65

PLAT

B)T*N

T/+NG+N

P*K*K

99T

NO REKAP MUTU BETON

1 K-250

2 K-300

3 K-350

4 K-350 (PRECAST)

7/23/2019 volumeEE 2007

20/65


91 92 / N +

K - &50 0$ 0$ 1''& 5 0'% 10'%&2

212$'%

T)T+MB+? *:)/+P 1 9+MB 1' D 0%

T)T+MB+? TTP+N 2 ,NG 0'

T)T+MB+? ,NG 'D 0&

T)T+MB+? T)KK+N ' B*)P./) %2

D / + N Tul ? N Tul : N Dia

0025 22%& 0000%"0" 10 10 5 22020'01

%%0%1202

&%5#2&%%

T)T+MB+? TTP+N 9)NGK+NG 12 D 01"2

D 91 92 / + N

001' 0'' 0'2 2#52 00002011 5# 0&15&"&$

0'&0#$#'

%"51'$2%

91 92 / N +

K - &50 0$ 0$ 1$0%# ' 0'% 1&$'00"'

2##201"2

12 11 1 12'

0'2 0""2

#1%2%

&%$'25"2

T)T+MB+? *:)/+P 2 9+MB 1' D 0$"'

T)T+MB+? TTP+N 2 ,NG 0$

T)T+MB+? ,NG 'D 01'$

T)T+MB+? T)KK+N & B*)P./) 1$

D / + N Tul ? N Tul : N Girder

002$ 25%1$ 0000'15$ 2% 12 ' '#'1&1&%

1&522'2#

10'152'2

T)T+MB+? TTP+N 9)NGK+NG 12 D 01"2D 91 92 / + N

001' 0'' 0"1 &&&2 00002011 #& 05$'$''

7/23/2019 volumeEE 2007

21/65

11#&2

"21"'1

P / T

K - &50 220%# 11$& 025 1&0%0$01

2'0$1'01

T)T+MB+? *:)/+P 2 9+MB ' D 0$"'

T)T+MB+? ,NG 'D 01'$

/P /+ /tot D + 9 N

&0"21 &'1' &%5 002$ 0000'15$ 01 1'"

#1$#"$'5

1%"#&

112$51&"

T)T+MB+? *:)/+P 1 9+MB 1' D 020$

T)T+MB+? ,NG 'D 015'

/P /+ /tot D + 9 N

2"11$ &2$ 1#15 001& 00001&2# 0& 11$

05#

10#%%%1&

$%&%&'%5

KET VOL.(M3)

BOREPILE 1386.596292

TROTOAR 456.716892 &1$5

PLAT SANAR

PLAT IN!AK

PLAT ASAR 822.30593 2''5'1"1

"IRER

IA#RA"MA

KANSTIN 1680

B$%&

7/23/2019 volumeEE 2007

22/65


m& 1 Pendekat

m& 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat D 25

kg 2 Pendekat D 25

m& 1 Pendekat

m& 2 Pendekat D 1'

kg 2 Pendekat D 1'

m& 1 Pendekat

m& 2 Pendekat

m& 1 Titik

m& #2 Titik

m& 2 Pendekat > 7aping

m& 1 Pendekat

m& 2 Pendekat D 25

kg 2 Pendekat D 25

m& 1 Pendekat

7/23/2019 volumeEE 2007

23/65

m& 2 Pendekat D 1'

kg 2 Pendekat D 1'

m& 1 Pendekat

m& 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat D 2$

kg 2 Pendekat D 2$

m& 1 Pendekat

m& 2 Pendekat D 1&

kg 2 Pendekat D 1&

7/23/2019 volumeEE 2007

24/65

PERHITUNGAN VOLUME


RETAINNING WALL 1

B+T GNNG

Pipa P:7 D 2E

Gra4el Gradasi Porus

:ertical ubber )F ,oint

Ka!u d 10F10 Terpasang 2 /apis

T.+NG P+N7+NG

Pengangkuran

RETAINNING WALL 2

B+T GNNG

Pipa P:7 D 2E

7/23/2019 volumeEE 2007

25/65



Ka!u 10 F 10 dipasang 2 /apis

T.+NG P+N7+NG

Pengangkuran

RETAINNING WALL 3

Galian

B)T*N

T.+NG P+N7+NG


7/23/2019 volumeEE 2007

26/65

Pipa P:7 D 2E


Ka!u 10 F 10 dipasang 2 /apis

T/+NG+N

P+N,+NG P)NG+NGK+N K.+ K.+

7/23/2019 volumeEE 2007

27/65

RETAINNING WALL 4

T.+NG P+N7+NG

Beton

Galian


Pipa P:7 D 2E


Ka!u 10F10 dipasang 2 lapis

Tulangan P B@;

P+ts

susut

7/23/2019 volumeEE 2007

28/65

sengkang


RETAINNING WALL 5

T.+NG P+N7+NG 9PN P./)

Pasir Pengisi 9pun Pile

Beton

Galian


Pipa P:7 D 2E


7/23/2019 volumeEE 2007

29/65

Ka!u 10F10 dipasang 2 /apis

Tulangan P B@;

P+ts

susut

sengkang


RETAINNING WALL 6

T.+NG P+N7+NG 9PN P./)

Pasir Pengisi Tiang Pancang

Beton

7/23/2019 volumeEE 2007

30/65

Galian

Tulangan P B@;

P Tenga;

P +tas

9usut

sengkang ba@a; tg;

sengkang atas miring

sengkang atas

7/23/2019 volumeEE 2007

31/65


TULANGAN PLAT INJAK

kesimpulan Galian Tana; Total pada

ba3a tul Plat in3ak

+// etaining all > ing all

beton mutu sedang k -&50

d 25

d 1'

P)NG+D++N 9PN P./)

5 ' d A %5 t A 12

7/23/2019 volumeEE 2007

32/65

pengisi pasir dalam selongsong spun pile

r@ % & 2 > @@

Pengadaan Tiang Mini Pile &0 F &0

pass batu r@ 1 2

Pengadaan Tiang MiniPile 25 F 25

:ertical ubber )Fpantion ,oint

H P)K),++N +NGK

plat sandar H

H P)K),++N P/+T

H P*./ ? 125 8 125

H P.P+ +.//.NG

H NT +NGK

Pemasangan Kareb Pracetak

gra4el

7/23/2019 volumeEE 2007

33/65


B ?1 ?2 / +

9)P+T 15 0& 10 0%5 %5

+T+9 0$#1 05 1 10 0'5&25 '5&25

220'5

%%1&

0$5 ' 102

20%

' 01#5 0125 0$#1 0021$#5 022$'&$

0%5#2#5

11#1 2&%2

%'$%

11#1 01 01 001 00%'$%

00"&'$

1T %Tiang N /

25 F 25 % 1% ' &&'

1&%%

22% ,umla; tiang

$% m& :olume Tia

/ D N +

05 001' % 00002011 0005'&

D./+9 D.K)P+/+ T.+NG 002251"

1#'##&'

B ?1 ?2 / +

9)P+T 25 05 10 125 125

+T+9 1%#' 0#5 15 10 1''05 1''05

5$21

11'%2

0"$5 1%" # &%'5

7/23/2019 volumeEE 2007

34/65

'"&

n

1%#' 025 025 ' 00'25 110#

221%

1"#' &"52

#"0%

1"#' 01 01 001 00#"0%

015$0$

1T %Tiang N /

&0 F &0 % 1% ' &&'

1&%%

22% ,umla; tiang

120"' m& :olume Tia

/ D N +

05 001' % 00002011 0005'&

D./+9 D.K)P+/+ T.+NG 002251"

1#'##&'

0& 25 10 #5

&0

B ?1 N / +

9)P+T 25 0$ 10 2 20

+T+9 0$ 22$1 10 1$2%$ 1$2%$

M..NG 0#5 22$1 # 0& 0$55 0

#'%"'

152""2

1T %Tiang N /

&0 F &0 % 21 ' 50%

201'

&&' ,umla; tiang

1$1%% m& :olume Tia

B1 B2 ? N

05 05 22$1 ' '$%&1&'$'

7/23/2019 volumeEE 2007

35/65

0" 1$ &2%

'%$

&0$1 '1'2

12&2%

&0$1 01 01 001 012&2%02%'%$

B ? / D +

P*K*K 1$ 0& %5

lurus 2511 0'

012% 0&

T)KK+N ,NG 'D 0025 0000%"0"

0&

#

/tot 9 N

11$# 01 101 11#'"$$

2&5&"#'

9usut 10 %% 0%&1"'"

0$'&"&$

miring T)D+/+M penutup % D 02

01 015 20%%

01' 02% 01 0 m(

T)/+

01 02#5 222'

0&1 0&$ 01 0 m(

terdalam terluar ada 2 tulangan 0 m(

' balok miring 0 m(

0

0

9)NGK+NG /miring 9 N D +

225% 025 10 001' 00002011

/sengkang

02#5 02#5

Penutup ' D 00"'

/tot N tiang

11"' ' 0

0

/ N T.+NG N T/ D +

7/23/2019 volumeEE 2007

36/65

0' %2 % 001' 00002011 00202'#

D./+9 D.K)P+/+ T.+NG 00%05&%

&25$%%$

255#$$2

&21#"1%252'0'2

00%05&%

&1$1"2'

1T %Tiang N /

&0 F &0 % 2# ' '%$

25"2

%&2 ,umla; tiang

2&&2$ m& :olume Tia

B T / +

9patu && 1 10 && &&

+tas 1 &$ 10 &$ &$

1%2

2$%

0& && 10 ""

&"'

n

025 025 &$ 00'25 $ &$

#'

125 2% '0

120

%$ "'

1"2

%$ 01 01 001 01"2

0&$%

B1 B2 / n D +

0$&2 &1 $1'% 101 0025 0000%"0" 0%0%#5#

02'5 10%'

&51" 0$&2

k A 'd 0& 10#"2 101 0025 0000%"0" 05&50%"

10 '' 0025 0000%"0" 0&2&"##

7/23/2019 volumeEE 2007

37/65

12'$2

B1 B2 / n D +

0$5 10 21#

sambungan 1'D 0%

tutupan 0%

k A 'd 0&22$ 1# 001' 00002011 00##"&2

/ N T.+NG N T/ D +

0# 5% $ 001' 00002011 00'0$01

D./+9 D.K)P+/+ T.+NG 0121'02

505512"

0%&&&2"

5%$$%5$

&"'$2#'

&%01'&

1T %Tiang N /

D %5 % %0 ' "'0

&$%0

'%0 ,umla; tiang

%###2&15 m& :olume 9p

1&&0025

B T / +

9patu ' 1 1'%02 ' "$%12

+tas 12 %1 1'%02 %"2 $0'"#$%

&5$21"#

#1'%&"%

' 0& 1'%02 1$ 5"0%#2

11$0"%%

n

025 025 %1 00'25 " %'125

"225

1' %5 1%%

2$$

51 10220%

7/23/2019 volumeEE 2007

38/65

51 01 01 001 020%

0%0$

B1 B2 / n D +

025 0% 1%'"' $% 0025 0000%"0" 0'05"''

5$

02'5 215%%#$' 1

k A 'd 0& 1'11 1&& 0025 0000%"0" 1051#'1

*4erlap 1'D 0%

1#102 15# 0025 0000%"0" 1&1$00&

2"#5#&

B1 B2 / n D +

0$5 1'%02 &%50%

sambungan 1'D 12

tutupan 1%

k A 'd 0&

%0% &0 001' 00002011 0225'1'

/ N T.+NG N T/ D +

0$ %0 $ 001' 00002011 0051%#2

D./+9 D.K)P+/+ T.+NG

&252$1$

1&0112#

110$&5

$#005%'

11"02"2

"&%"&

1T 'Tiang N /

D %5 ' %0 ' 1%%0

5#'0

"'0 ,umla; tiang

#1'5$%#2 m& :olume 9p

DD +

021 00&%'&'1 %"$#5"2

1""50

B T / +

7/23/2019 volumeEE 2007

39/65

9patu ' 1& 1''& #$ 12"#1%

Tenga; 12 2'%# 1''& &1#'% 52$2&5&

Miring 0$ 0'5 1' 0#$ 12"#1%

+tas 055" 0&5 05&2 01"0"25 &1#50$&

&"#&'$

#"%#&'1

' 0& 1''& 1$ 5"$'$

11"#&'

B1 B2 / n D +

025 0525 15& $5 0025 0000%"0" 0'&$&$1

5$

025 5# 1& $5 0025 0000%"0" 05%2%1'

11$0#"#

kiri ba@a; '%## $5 0025 0000%"0" 02#02%$

kiri atas 5'"1 02%5&

kanan ba@a; #1#& 02""2$$

kanan atas '1$' 025$10'

10'50"'

#00" $5 0025 0000%"0" 02"2%%5

/ Nls n

1#&& &5"5" 1$5 0025 0000%"0" 15#''

%11210%

k A 'd 0&

*4erlap 0%

B1 B2 / n D +

11&2 05 &$2 22 001' 00002011

tutupan 025'

k A 'd 0&

setiap 1 meter terpasang & sengkang

%2$'0% 1122 001' 00002011 0$'1#5"

B1 B2 / n D +

05&2 1 &%5' ' 001' 00002011

tutupan 01"2

k A %d 02

setiap 1 meter terpasang 2 sengkang

#25#' 210 001' 00002011 01%5"2&

B1 B2 / n D +

02&2 1 2$5' & 001' 00002011

tutupan 01"2

k A %d 02setiap 1 meter terpasang 2 sengkang

2""$$ 105 001' 00002011 00'02"%

7/23/2019 volumeEE 2007

40/65

10'#"##

/ N T.+NG N T/ D +

1 %0 $ 001' 00002011 00'%&%

D./+9 D.K)P+/+ T.+NG52%%%21

20"##'$

%52"2''

&555%#%

1'%%$%2

12"1201

/ D D.G+MB+ N +

P*K*K $1"2 001' $# 00002011 05#&1"1

sengkang 0$"' %% 00&1#0#

B+G. 1&&52 50 05&'"1'

11%1$1&

$"'&2&2

d n +

002 ' 0000&1%2 0100'#2

#"02#2"

&1&5%0&2

d 1' $"'&2&21 kg

d 20 #"02#2"1 kg

1"$12"1% m&

2$#501&" kg

'&'%$'0% kg

"'00 m(

11"%&0#" m&

7/23/2019 volumeEE 2007

41/65

&&250'1# m&

'2%0 m(

5'1' m&

1'055 m&

1&%% m(

$% m&

'%512 m(

1&1&1#5# kg

'2##%% kg

%"50% kg

5$5#'#'" kg

12%$ kg

100$ m(

&&1$22#5 m&

7/23/2019 volumeEE 2007

42/65


m&

m&

m& 1 Pendekat

m& 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m( 1 9isi

m( % 9isi

ng Pancang

m& 1 9isi

m& % 9isi

kg % 9isi D - 1'

m&

m&

m& 1 Pendekat

m& 2 Pendekat

m( 1 Pendekat

7/23/2019 volumeEE 2007

43/65

m( 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat

m( 1 9isi

m( % 9isi

ng Pancang

m& 1 9isi

m& % 9isi

kg % 9isi D - 1'

m& 1 9isi

m& % 9isi

m&

m&

m& G+K +D+

m& 1 Pendekat

m& 2 Pendekat

m( 1 9isi

m( % 9isi

ng Pancang

m& 1 Pendekatm& 2 Pendekat

7/23/2019 volumeEE 2007

44/65

m( 1 Pendekat

m( 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m& 1 Pendekatm& 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat D 25

m& 1 Pendekat

m& 2 Pendekat D 25

m& 1 Pendekat

m& 2 Pendekat D 25

m& 1 Pendekat

m& 2 Pendekat D 1'

7/23/2019 volumeEE 2007

45/65

m& 1 Pendekat

m& 2 Pendekat D 1'

m& 2 Pendekat

kg 2 Pendekat

m& 2 Pendekat D 25kg 2 Pendekat D 25

m& 2 Pendekat D 1'

kg 2 Pendekat D 1'

m( 1 9isi

m( % 9isi

ng Pancang

m&

m&

m& 1 Pendekat

m& 2 Pendekat

m& 1 9isi

m& % 9isi

m& 1 Pendekat

m& 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat

m& d25

m& d25

m& d25

7/23/2019 volumeEE 2007

46/65

m& 1 9isi d25

m& 1 sisi d1'

m& 1 Pendekat

m& 2 Pendekat D 1'

m& % 9isi d25

m& % 9isi d1'

m& Keseluru;an

kg d 25

kg d 1' 9+M+==

m( 1 9isi

m( % 9isi

0%5 021

+ luar + dalam + sisa

n Pile 015"0%&1 00&%'&' 012%%0#

m& % 9isi

m&

m&

m& 1 Pendekat

m& 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat

m( 1 Pendekat

m( 2 Pendekat

m( 1 Pendekatm( 2 Pendekat

7/23/2019 volumeEE 2007

47/65

m& 1 Pendekat

m& 2 Pendekat

m& d25

m& d25

m& d25

m& 1 9isi d25

m& 1 sisi d1'

m& 1 9.9. d1'

m& 1 9.9.

m& % 9isi

m& 2 Pendekat d 1'

kg 2 Pendekat d 1'

m& 2 Pendekat d 25

kg 2 Pendekat d 25

m( 1 9isi

m( % 9isi

0%5 021

+ luar + dalam + sisa

n Pile 015"0%&1 00&%'&' 012%%0#

m& 1 Pendekat

m& 2 Pendekat

7/23/2019 volumeEE 2007

48/65

m&

m&

m&

m& 1 Pendekat

m& 2 Pendekat

m& 1 Pendekat

m& 2 Pendekat

m&

m&

m& d25 1 9.9.

m&

m&

m&

m&

m& d25 1 9.9.

m& d25 1 9.9.

m& d25 1 9.9.

m& d25 1 9.9.

m& d 1' 1 9.9.

m&

m&

7/23/2019 volumeEE 2007

49/65

m& d 1' 1 9isi

m& 1 9.9. d1'

m& 1 9.9.

m& % 9isi

m& 2 Pendekat d 1'

kg 2 Pendekat d 1'

m& 2 Pendekat d 25

kg 2 Pendekat d 25

m& 2 Pendekat

m& 2 Pendekat

m& 2 Pendekat

m& 2 Pendekat

kg 2 Pendekat d 1'

m& 2 Pendekat

kg 2 Pendekat d 20

girder 115&''%2

dia &"52%02'

r@ &511%"""

50'0%0%% kg

7/23/2019 volumeEE 2007

50/65

7/23/2019 volumeEE 2007

51/65

PERHITUNGAN VOLUME


Betondinding

Beton pondasi pilecap

T.+NG P+N7+NG

Galian

Tulangan

pilecap pokok

susut

7/23/2019 volumeEE 2007

52/65


kesimpulan Galian Tana; Biasa

7/23/2019 volumeEE 2007

53/65


b ; l +

k- &50 0% %20' 2% 51$% %1%#2%%&% $2"%%

&&5% #2%%'% 5#"5#12

115"1%2

1"$$5$2

k - &50 b ; l +

12 0'5 %2%& 2#5#"5 ''1"0$

1&2&$1'

&&12&"$

1T %Tiang N /

%5 F %5 % & ' #2

2$$

%$ ,umla; tiang

12 0& %2%& 0&' &05%"'

'10""2

d +

0022 0000&$01&&

Penutup %d 00$$

*4erlap 12d 02'%

; b /4 n

lurus %&2 25 "#5& 1" 00#0%%1

/;

12#" &0 01%5$5#

miring ; b /4 n

%&2 %2%& "#5& &1 011%"&

/;

12"&$ &0 01%#5%5

0"5#5%#

1"150"&

/ N D +

105'% 22 0022 0000&$01&& 0&5&&$%

N /

5& %&2 0&%$1%1

2'1''1$

205%0%5

7/23/2019 volumeEE 2007

54/65

/ N T.+NG N T/ D +

1 & $ 0022 0000&$ 000"12&

D./+9 D.K)P+/+ T.+NG 00&'%"&

1"515$'15&1""5

'10""2

7/23/2019 volumeEE 2007

55/65


m& 1 Pendekat /urusm& 2 Pendekat

m& 1 Pendekat Miring

m& 2 Pendekat

m& 2 Pendekat /urus Miring

m& 1 Pendekat ;an!a miring terluar

m& 2 Pendekat

m& 2 Pendekat

m( 1 9isi

m( % 9isi

m& 1 Pendekat

m& 2 Pendekat

m& 4er 1 sisi

m& ;or 1 sisi

m& 4er 1 sisi

m& ;or 1 sisi

m& @iremes; 1 Pendekat

m& @iremes; 2 Pendekat d22

m& % sisi

m& % sisi

m& dinding > Pilecap d 22

kg dinding > Pilecap d 22

7/23/2019 volumeEE 2007

56/65

m& 1 9.9. d1'

m& % 9isi d1'

m& 2 Pendekat d1'kg 2 Pendekat

7/23/2019 volumeEE 2007

57/65

NOPOSISI AN ESKRIPSI KOE

PEKER!AAN BIAN" '('**) +(+,%)

(/) (/)

I PEKER!AAN A"RE"AT B (PERKERSAN BATU)

1 A"RE"AT B A"R-B 20 12$#

II PEKER!AAN COATIN"

1 PRIME COATIN" 1 PC1-SC60 25#%

A"R-B KE AC-BC

2 PRIME COATIN" 2 PC2-SC60 25#%

AC-BC KE AC-C

ATAU PLAT KE AC C

III PEKER!AAN CAMPURAN ASPAL PANAS

1 AC-BC ACBC 10 12$#

2 AC-C TIPE 3 ACC-T3 5 12$#

III PEKER!AAN TIMBUNAN

1 TIMBUNAN %5&% 1$%55

T*T+/ T+N

NOPOSISI AN ESKRIPSI KOE


(/) (/)

VI EPANTION !OINT

1 EPANTION !OINT EP &&&1

POSISI AN ESKRIPSI KOE

7/23/2019 volumeEE 2007

58/65


(/) (/)

VII ELASTOMER

1 ELASTOMER SENI EL-S

2 ELASTOMER ROLL EL-R

7/23/2019 volumeEE 2007

59/65

UKURAN (CM) TOTAL TOTAL TOTAL

, % , , / PAN!AN" LUAS VOLUME

(/) (/) (/) (/) (M,',2) (M,',3)

'1''$ #"&''#2 15$#&&% 1 9.9.'&%"& % 9.9.

/tCm2

0$ '1''$ 15$#&&% 12'"$'# 1 P)ND)K

25&"#&5 2 P)ND)K

0$ $&0"1 21&$#'2 1#1101 1 P)ND)K

&%2202 2 P)ND)K

'1''$ #"&''#2 #"&''#2 1 9.9.

&1#%''" &1#%''" % 9.9.

$&0"1 10'"&$1 5&%'"0' 1 9.9.

%2##525 21&$#'2 % 9.9.

5$22" 1&20051 2&51&55 1 9.9.

52$020' "%05%22 % 9.9.

0#5

25

%25

$05

2#555&'

1#$20'

&""12

? B)K+NG 9)B)9+ $%#""%2



(/) (/) (/) (/) (M,',2) UNIT

'00 ' B+?

2% B+?


7/23/2019 volumeEE 2007

60/65


(/) (/) (/) (/) (M,',2) UNIT

' % 2% N.T

' % 2% N.T

7/23/2019 volumeEE 2007

61/65

KETERANGAN

T

T

T

T

KETERANGAN

7/23/2019 volumeEE 2007

62/65

7/23/2019 volumeEE 2007

63/65

Galian Biasa m&

Timbunan Biasa m&

Lapis Pondasi Agregat Kelas B (Ex. Palu) m&

Lapis Resap Pengikat - Aspal air (Prime oat !) liter

Lapis Perekat - Aspal air (Prime oat ") liter

Laston Lapis Aus (A-#) $odi%ikasi Le&eling ton

Laston Lapis Antara (A-B) (gradasi 'aluskasar) ton

Beton mutu sedang dengan %*+, $Pa (K-,) m&

Beton mutu sedang dengan %*+" $Pa (K-,) m&

Ba/a Tulangan B0 "1 Polos kg

Ba/a Tulangan B0 ," 2lir kg

Pen3ediaan Tiang Panang Ba/a4 dia. 5 m kg

Pen3ediaan Tiang Panang Beton Bertulang Praetak diameter 1 m (6pun Pile)

Pen3ediaan Tiang Panang Beton Bertulang Praetak ukuran , x , m

Pen3ediaan Tiang Panang Beton Bertulang Praetak ukuran " x " m

Pemanangan Tiang Panang Beton Praetak 7, m x , m atau diameter , mm

Pemanangan Tiang Panang Beton Praetak 7" m x " m atau diameter 1 mm

Pemanangan Tiang Panang Beton Praetak 6pun Pile 8 1 m

Tiang Bor Beton4 dia. 5 m

Pasangan Batu dengan Pipa 6ub 8rain

Expansion 0oint Tipe Ba/a Bersudut

Perletakan Logam (Ba/a Roll)

9ertial Rubber Expantion 0oint

Papan :ama 0embatan

Pembongkaran Beton

$arka 0alan Termoplastik

Patok Pengara'

Kerb Praetak

6andaran (Railing)

7/23/2019 volumeEE 2007

64/65

&1&5%0&2

"%05%21"#'2'

'&%"&$

25&"#&%"12

&%2201"#%%

%#052##1%$

'"$%2#100$

2$0&5"#&&&

%5'#1'$"1"#2

15&2"#"%$%#0'

50'0%0%%

'$&'"#0%'1#"5&1

m& 11"%&0#$'&1$$#

m& 5'1'

m& $%

m( '2%0

m( 1&%%

m( "'00

m( 2"&1$1'

m& 1'055

m( 1&&0%

bua; %$

m( 12"02% terpasang 2 /apis

m( '$0 aslin!a

bua; %

m& &2'0&1%22%"#2

m2 510

bua; #2

m( 100$ digenapkan 1 baris $%

7/23/2019 volumeEE 2007

65/65

'''2'% m(

m C 1% unit kareb

volumeee 2007

Documents