Download - volumeEE 2007
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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$1' total dala
%''%052'&"%'
B)T*N
B+,+ B*)P./) T
0012
terdapat
tinggin!a ke atas terdapat
B+,+
B+,+ T/+NG+N ! D
pokok 002
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pan3ang o4erlap 12 D
pan3ang tulangan kegirder K)M+)N6 1
Tutupan 12 D
sengkang D
0012
B+,+ T/+NG+N
7)K B)T*N B*8 B*)P./) D.+T+9
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Dimensi-dimensi :olume Notasi
/ D Ddalam /uas
&' 0$ 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"%$$ m&
$#0"51'51 m&
'$&'"#0%' kg
0%#2"%#"2 211%&"$
/ + N
&' 0000&1%15" 15 000""'&$' #$21'&%
%02%1
%0#2
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%11"$
& sambungan 0#2
01'&% 00$& 12%'%
%220#% 01"$$"#'" 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
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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$00#
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tulangan 1 tiang
1 pendekat D 20
2 pendekat D 20
1 pendekat D 12
2 pendekat D 12
tulangan 2 pendekat
9+M+==
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00&%'&'
012%%0#
11"%&0$
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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
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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
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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%'&$'
11 220%# 001& 00001&2# 00'%&$
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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"#%
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Notasi Keterangan Notasi
m& :olume 1 sisi terluarm& :olume 2 sisi Terluar
m& 2 Pendekat
m& :olume 1 sisi dalam
m& :olume 2 sisi dalam
m& 2 Pendekat
m& :olume 1 sisi dalam
m& :olume 2 sisi dalam
m& 2 Pendekat
m& :olume 1 sisi dalam
m& :olume 2 sisi dalam
m& 2 Pendekat
M&
m& D 1$ - 125 1 Pendekat6
m& D 1$ - 125 2 Pendekat6
m& D 1& - &00 1 Pendekat6
m& D 1& - &00 2 Pendekat6
m& D 1$ - 125 1 Pendekat6
m& D 1$ - 125 2 Pendekat6
m& D 1& - &00 1 Pendekat6
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m& D 1& - &00 2 Pendekat6
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%
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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%
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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
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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
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PERHITUNGAN VOLUME
No Deskripsi Gambar Dasar
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
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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)
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Mutu Dimensi-dimensi :olume
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$'$''
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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$5
PLAT SANAR
PLAT IN!AK
PLAT ASAR 822.30593 2''5'1"1
"IRER
IA#RA"MA
KANSTIN 1680
B$%&
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Notasi Keterangan Notasi
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
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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&
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PERHITUNGAN VOLUME
No Deskripsi Gambar Dasar
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
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Gra4el Gradasi Porus
:ertical ubber )F ,oint
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
Gra4el Gradasi Porus
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Pipa P:7 D 2E
:ertical ubber )F ,oint
Ka!u 10 F 10 dipasang 2 /apis
T/+NG+N
P+N,+NG P)NG+NGK+N K.+ K.+
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RETAINNING WALL 4
T.+NG P+N7+NG
Beton
Galian
Gra4el Gradasi Porus
Pipa P:7 D 2E
:ertical ubber )F ,oint
Ka!u 10F10 dipasang 2 lapis
Tulangan P B@;
P+ts
susut
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sengkang
P+N,+NG P)NG+NGK+N K.+ K.+
RETAINNING WALL 5
T.+NG P+N7+NG 9PN P./)
Pasir Pengisi 9pun Pile
Beton
Galian
Gra4el Gradasi Porus
Pipa P:7 D 2E
:ertical ubber )F ,oint
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Ka!u 10F10 dipasang 2 /apis
Tulangan P B@;
P+ts
susut
sengkang
P+N,+NG P)NG+NGK+N K.+ K.+
RETAINNING WALL 6
T.+NG P+N7+NG 9PN P./)
Pasir Pengisi Tiang Pancang
Beton
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Galian
Tulangan P B@;
P Tenga;
P +tas
9usut
sengkang ba@a; tg;
sengkang atas miring
sengkang atas
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P+N,+NG P)NG+NGK+N K.+ K.+
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
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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
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Mutu Dimensi-dimensi :olume
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'&
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1#'##&'
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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
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'"&
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'&
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1#'##&'
0& 25 10 #5
&0
B ?1 N / +
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M..NG 0#5 22$1 # 0& 0$55 0
#'%"'
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&0 F &0 % 21 ' 50%
201'
&&' ,umla; tiang
1$1%% m& :olume Tia
B1 B2 ? N
05 05 22$1 ' '$%&1&'$'
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0" 1$ &2%
'%$
&0$1 '1'2
12&2%
&0$1 01 01 001 012&2%02%'%$
B ? / D +
P*K*K 1$ 0& %5
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T)/+
01 02#5 222'
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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 +
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0' %2 % 001' 00002011 00202'#
D./+9 D.K)P+/+ T.+NG 00%05&%
&25$%%$
255#$$2
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1T %Tiang N /
&0 F &0 % 2# ' '%$
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2&&2$ m& :olume Tia
B T / +
9patu && 1 10 && &&
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k A 'd 0& 10#"2 101 0025 0000%"0" 05&50%"
10 '' 0025 0000%"0" 0&2&"##
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12'$2
B1 B2 / n D +
0$5 10 21#
sambungan 1'D 0%
tutupan 0%
k A 'd 0&22$ 1# 001' 00002011 00##"&2
/ N T.+NG N T/ D +
0# 5% $ 001' 00002011 00'0$01
D./+9 D.K)P+/+ T.+NG 0121'02
505512"
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n
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51 10220%
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51 01 01 001 020%
0%0$
B1 B2 / n D +
025 0% 1%'"' $% 0025 0000%"0" 0'05"''
5$
02'5 215%%#$' 1
k A 'd 0& 1'11 1&& 0025 0000%"0" 1051#'1
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sambungan 1'D 12
tutupan 1%
k A 'd 0&
%0% &0 001' 00002011 0225'1'
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#1'5$%#2 m& :olume 9p
DD +
021 00&%'&'1 %"$#5"2
1""50
B T / +
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9patu ' 1& 1''& #$ 12"#1%
Tenga; 12 2'%# 1''& &1#'% 52$2&5&
Miring 0$ 0'5 1' 0#$ 12"#1%
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B1 B2 / n D +
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setiap 1 meter terpasang & sengkang
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B1 B2 / n D +
05&2 1 &%5' ' 001' 00002011
tutupan 01"2
k A %d 02
setiap 1 meter terpasang 2 sengkang
#25#' 210 001' 00002011 01%5"2&
B1 B2 / n D +
02&2 1 2$5' & 001' 00002011
tutupan 01"2
k A %d 02setiap 1 meter terpasang 2 sengkang
2""$$ 105 001' 00002011 00'02"%
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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&
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&&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&
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Notasi Keterangan Notasi
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
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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
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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'
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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
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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
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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
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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&
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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
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PERHITUNGAN VOLUME
No Deskripsi Gambar Dasar
Betondinding
Beton pondasi pilecap
T.+NG P+N7+NG
Galian
Tulangan
pilecap pokok
susut
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P+N,+NG P)NG+NGK+N K.+ K.+
kesimpulan Galian Tana; Biasa
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Mutu Dimensi-dimensi :olume
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
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/ 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
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Notasi Keterangan Notasi
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
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m& 1 9.9. d1'
m& % 9isi d1'
m& 2 Pendekat d1'kg 2 Pendekat
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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
PEKER!AAN BIAN" '('**) +(+,%)
(/) (/)
VI EPANTION !OINT
1 EPANTION !OINT EP &&&1
POSISI AN ESKRIPSI KOE
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PEKER!AAN BIAN" '('**) +(+,%)
(/) (/)
VII ELASTOMER
1 ELASTOMER SENI EL-S
2 ELASTOMER ROLL EL-R
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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
UKURAN (CM) TOTAL TOTAL TOTAL
, % , , / PAN!AN" LUAS VOLUME
(/) (/) (/) (/) (M,',2) UNIT
'00 ' B+?
2% B+?
UKURAN (CM) TOTAL TOTAL TOTAL
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, % , , / PAN!AN" LUAS VOLUME
(/) (/) (/) (/) (M,',2) UNIT
' % 2% N.T
' % 2% N.T
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KETERANGAN
T
T
T
T
KETERANGAN
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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)
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&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 $%
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'''2'% m(
m C 1% unit kareb