USULAN RENANA ANGGARAN BIAA +RABP+ PM&4 PM&4 4""&$ P 4 "+$ "+ $ )4+ 8") +$). 4&" 4& 4& 2009
No
JENIS KEGIATAN PEKERJAAN
1
2
/ARGA SATUAN +R%5
SAT SAT VOLUME UAN 3
4
JUMLA/ /ARGA +R%6
A
PEKERJAAN PEKERJAAN PEMBUA PEMBUAT TAN TAL TALUD UD PANJAN PANJANG G : 30 Meter Meter
1 2
a. Pekerjaan persiapan Pembersihan lokasi Pengukuran/pasang bowplank
70.00 90.00
M2 M'
9,930.00 2,335.5 J!"#$% #
695,100.00 3,!10,190.50 4&505&2'0%50
1 2 3
b. Pekerjaan tanah "alian #anah keras $apisan pasir %ibawah pon%asi &rugan #anah %an %ipa%a#kan
62.70 3.70 62.70
M3 M3 M3 M3
!,09.00 101,!65.00 191,265.00 J!"#$% (
3,035,2.30 376,900.50 11,992,315.50 )))
1 2 3 5 6 7
c. Pekerjaaan batu/beton Pasang ba#u kali amp. 1 ( )loo loo* be#o e#on ber#u er#ula lan ng am amp. 1 ( 2 ( 3 +olom lom be# be#on ber ber#ula #ulang ng am amp.1 ( 2 ( 3 Ples# les#er eran an %in% %in%in ing g #an #anggul ggul am amp. 1 ( 2 )iar %i%ing #anggul amp. 1 ( 3 Pasang pipa %rainase %ia. 2'' Pemasangan geo#e-#ile/l#er lo#h
!!.00 .9 .96 3. 3.0 97.5 7.50 97.50 35.00 12!.50
M3 M3 M3 M2 M2 h M2
695,629.00 3,56 ,567,3 7,367 67.5 .50 0 3,56 ,567,3 7,367 67.5 .50 0 1,6 1,65 5..50 32,911.50 135,595.00 5,66.50 J!"#$% *
61,215,352.00 17,6 7,69 9,1 ,1 2.! 2.!0 12,1 2,129 29,0 ,0 9.5 9.50 ,0 ,061 61,3 ,31 13.7 3.75 3,20!,!71.25 ,75,!25.00 7,022,075.25 )))
J!"#$ : A + # , ( , * -
)))
B
PEKERJAAN PEKERJAAN PEMBUA PEMBUAT TAN TAL TALUD UD PANJAN PANJANG G : 60 Meter Meter
1 2
a. Pekerjaan persiapan Pembersihan lokasi Pengukuran/pasang bowplank
10!.50 139.50
M2 M'
9,930.00 2,335.5 J!"#$% #
1,077,05.00 5,905,795.2! 6&'.3&200%2.
1 2 3
b. Pekerjaan tanah "alian #anah keras $apisan pasir %ibawah pon%asi &rugan #anah %an %ipa%a#kan
102.00 5.7 102.00
M3 M3 M3
!,09.00 101,!65.00 191,265.00 J!"#$% (
,937,71!.00 5!,195.7! 19,509,030.00 )))
1 2
c. Pekerjaaan batu/beton Pasang ba#u kali amp. 1 ( )loo loo* be#o e#on ber#u er#ula lan ng am amp. 1 ( 2 ( 3
136.0 !.2 !.20
M3 M3
695,629.00 3,56 ,567,3 7,367 67.5 .50 0
9,!!3,795.60 29,2 9,252 52, ,1 13.5 3.50
2 1
2
3
3 5 6 7
+olom be#on ber#ulang amp.1 ( 2 ( 3 Ples#eran %in%ing #anggul amp. 1 ( 2 )iar %i%ing #anggul amp. 1 ( 3 Pasang pipa %rainase %ia. 2'' Pemasangan geo#e-#ile/l#er lo#h
4
5
M3 M2 M2 h M2
3,567,367.50 1,65.50 32,911.50 135,595.00 5,66.50 J!"#$% *
1!,!00,026.73 6,295,036.31 ,973,750. 7,356,02!.75 10,!!,216.6 )))
J!"#$ : B + # , ( , * -
)))
5.27 151.13 151.13 5.25 199.1!
6
PEKERJAAN PEMBUATAN TALUD PANJANG : 20 Meter
1 2
a. Pekerjaan persiapan Pembersihan lokasi Pengukuran/pasang bowplank
52.00 72.00
M2 M'
9,930.00 2,335.5 J!"#$% #
516,360.00 3,0!,152.0 3&564&512%40
1 2 3
b. Pekerjaan tanah "alian #anah keras $apisan pasir %ibawah pon%asi &rugan #anah %an %ipa%a#kan
2.50 2.!5 2.50
M3 M3 M3
!,09.00 101,!65.00 191,265.00 J!"#$% (
2,057,3!2.50 290,315.25 !,12!,762.50 )))
1 2 3 5 6 7
c. Pekerjaaan batu/beton Pasang ba#u kali amp. 1 ( +olom be#on ber#ulang amp.1 ( 2 ( 3 )loo* be#on ber#ulang amp. 1 ( 2 ( 3 Ples#eran %in%ing #anggul amp. 1 ( 2 )iar %i%ing #anggul amp. 1 ( 3 Pasang pipa %rainase %ia. 2'' Pemasangan geo#e-#ile/l#er lo#h
75.00 3.92 2.2! !5.75 !5.75 30.00 10!.00
M3 M3 M3 M2 M2 h M2
695,629.00 52,172,175.00 3,567,367.50 13,9!,0!0.60 3,567,367.50 !,133,597.90 1,65.50 3,571,!73.3! 32,911.50 2,!22,161.13 135,595.00 ,067,!50.00 5,66.50 5,901,!22.00 J!"#$% * ))) ))) J!"#$ : + # , ( , * ))) REKAPITULASI JUMLA/ : + A , B , PP 10 3,91,032.50 4:4$ &M$ !3,05,357.51 DIBULATKAN
)))
4erbilang ( Empat Ratus Delapan Puluh Tiga Juta Lima Puluh Empat Ribu Rupi BITUNG,
DESEMBER 2007
KEPALA DISTRIK NAVIGASI KELAS I BITUNG,
Drs. YUDUSTAR
NIP. 120093130
h,-
ANALISA /ARGA SATUAN PEKERJAAN PM&4 4""&$ P 4 "&" "+$ )4+ 8") +$). M:/4&" 4& "" 2009
NO%
JENIS PEKERJAAN
1
2
/ARGA KOO?IS STN IEN BA/AN +R%- UPA/ +R%3
1
1 M2 Pe!(er$#7 "o8#
a b
Peker;a Man%or
:h :h
4
0.200 0.010
5
6
2
+a
3
1 M3 G#"#7 t#7#$ 8er#
a b
Peker;a Man%or
4
1 M3 Ur#7 t#7#$
a b
Pasir be#on Peker;a Man%or
5
1 M3 P##7 o7=# (#t 8#" *#! : 1 P : 4 Pr
a b % e * g
a#u kali / gunung Pasir be#on )emen uk. 50 kg Peker;a Man%or 4ukang +epala #ukang
>
a b
1
9,200.00 730.00 '&'30%00
1 M9 Pe78r#7 ; ##7 (o<"#78
a b % e
6
6,000.00 73,000.00 J!"#
%$ JUMLA/ +R%-
M3 +g :h :h :h
0.010 0.00 0.050 0.015 0.005
3,!15,295.00 12,500.00
:h :h
1.000 0.033
6,000.00 73,000.00
M3 :h :h
1.200 0.250 0.005
19,500.00
M3 M3 =ak :h :h :h :h
1.200 0.522 3.257 3.600 0.1!0 1.200 0.120
6,000.00 73,000.00 57,500.00 J!"#$% 2
3!,152.95 500.00 2,300.00 1,095.00 2!7.50 42&335%45
6,000.00 73,000.00 J!"#$% 3
6,000.00 2,09.00 4.&40'%00
6,000.00 73,000.00 J!"#$% 4
179,00.00 11,500.00 365.00 1'1&265%00
165,000.00 19,500.00 50,000.00 6,000.00 73,000.00 57,500.00 75,000.00 J!"#$% 5
19!,000.00 7!,039.00 162,!50.00 165,600.00 13,10.00 69,000.00 9,000.00 6'5&62'%00
1 M3 PEKERJAAN BETON *#!% 1 : 2 : 3 K> 225 a. 1 M3 COR BETON +erikil Pasir be#on
M3 M3
0.!20 0.50
200,000.00 19,500.00
16,000.00 !0,730.00
2
1 % e * g > a b % e * > a b % e > a
>>
2
3
)emen uk. 50 kg Peker;a Man%or 4ukang +epala #ukang
=ak :h :h :h :h
4
5
6.!00 6.000 0.300 1.000 0.100
50,000.00
0.00 .000 2.000 0.100 5.000 0.500
2,127,500.00 12,500.00
6
6,000.00 73,000.00 57,500.00 75,000.00 J!"#$% 6 #
30,000.000 276,000.00 21,900.00 57,500.00 7,500.00 '4&630%00
6,000.00 73,000.00 57,500.00 75,000.00 J!"#$% 6 (
!51,000.00 50,000.00 92,000.00 7,300.00 2!7,500.00 37,500.00 1&325&300%00
57,500.00 6,000.00 75,000.00 J!"#$% 6 *
1,05,000.00 2,700.00 3!,!12.50 31,050.00 16,!75.00 1&134&43%50
0,000.00 J!"#$% 6 =
160,000.00 160&000%00
b. Bahan begesting( papan) +a
Papan? Paku Peker;a Man%or 4ukang +epala #ukang
M3 +g :h :h :h :h
c. 100 Kg Memotong/pasang besi esi be#on +awa# be#on 4ukang Peker;a +epala #ukang
+g +g :h :h :h
110.00 0.200 0.675 0.675 0.225
9,500.00 13,500.00
. !pah membong"a#/Men$i#am beton Peker;a
:h
.000
Jai alam ! "# Pekerjaan beton tanpa tulang $ 3&56&36%50 %&a'&b'&c'&(
1 M2 P"erer#7 =7=7 t#7" *#! : 1 P : 2 Pr
a b % e *
Pasir be#on )emen uk. 50 kg Peker;a 4ukang Man%or +epala #ukang
M3 =ak :h :h :h :h
0.011 0.13 0.00 0.200 0.020 0.020
19,500.00 50,000.00 6,000.00 57,500.00 73,000.00 75,000.00 J!"#$%
1,6.50 7,150.00 1!,00.00 11,500.00 1,60.00 1,500.00 41&654%50
3
1 . a b
' a b
2
3
4
5
6
1 B#$ ##7 # =r#7#e Pipa P8@ %ia. 2'' ;uk Peker;a
h +g :h
0.13 .500 0.300
65,000.00 25,000.00 6,000.00 J!"#$% .
9,295.00 112,500.00 13,!00.00 135&5'5%00
6,000.00 73,000.00 J!"#$% '
90,000.00 11,500.00 365.00 101&.65%00
6,000.00 57,500.00 73,000.00 75,000.00 J!"#$% 10
637.50 6,600.00 16,560.00 6,900.00 1,31.00 900.00 32&'11%50
6,000.00 57,500.00 73,000.00 J!"#$% 11
,000.00 6,0.00 3,622.50 5!.00 54&646%50
1 M3 L##7 #r =(#<#$ o7=# Pasir pasang Peker;a Man%or
M3 :h :h
1.200 0.250 0.005
75,000.00
10 1 M2 S#r (eto7 =7=7 t#7" a b % e *
Pasir pasang )emen uk. 50 kg Peker;a 4ukang Man%or +epala #ukang
M3 =ak :h :h :h :h
0.00!5 0.1320 0.3600 0.1200 0.01!0 0.0120
75,000.00 50,000.00
11 1 M2 P##7 eote@t"e;"ter *"ot$ a b %
"eo#e-#ile/Ail#er lo#h Peker;a 4ukang Man%or
M2 :h :h :h
1.100 0.100 0.0630 0.00!0
0,000.00
BITUNG,
DESEMBER 2007
KEPALA DISTRIK NAVIGASI KELAS I BITUNG,
Drs. YUDUSTAR
NIP. 120093130
DA?TAR ANALISA SATUAN PEKERJAAN PM&4 4""&$ )MP" "+$ )4+ 8") +$). 4&" 4& "" 2009
I% DA?TAR /ARGA SATUAN UPA/ NO%
JENIS
1 1 2 3
SATU JUMLA/ /ARGA AN +R%-
UPA/ 2
3
Peker;a 4ukang +epala 4ukang Man%or
4
:h :h :h :h
6,000.00 57,500.00 75,000.00 73,000.00
II% DA?TAR /ARGA SATUAN BA/AN ; MATERIAL NO% JENIS BA/AN ; MATERIAL 1
SATU JUMLA/ /ARGA AN +R%-
2
3
4
1 2 3 5 6 7 ! 9 10 11 12 13
esi be#on a#u +ali B. 50 C 70 +g ;uk +erikil +awa# be#on +apapan? Pasir be#on Pasir pasang Paku Pipa P8@ %ia. 2'' #
+g M3 +g M3 +g M3 M3 M3 M3 +g h =ak M3
9,500.00 165,000.00 25,000.00 200,000.00 13,500.00 3,!15,295.00 2,127,500.00 19,500.00 75,000.00 12,500.00 65,000.00 50,000.00 50,000.00
1
"eo#e-#ile/Ail#er lo#h
M2
0,000.00
BITUNG,
DESEMBER 2007
KEPALA DISTRIK NAVIGASI KELAS I BITUNG,
Drs. YUDUSTAR
NIP. 120093130
