RENCANA ANGGARAN BIAYA KAMAR MANDI
RENCANA ANGGARAN BIAYA KAMAR MANDI
N
No
o
J
Jeen
niis
s P
Peek
keerrjja
aa
an
n
V
Vo
oll//S
Sa
at
t
H
Ha
arrg
ga
a S
Sa
att
a
an
n
II!! KKaa""aar r MMaann##ii I!
I!$$ PePekekerjrjaaaan n %%anana&a& 1
1 PPeekkeerrjjaaaan n GGaalliiaann 00..7799 mm3 3 RRp p 3355,,337755..0000 2
2 PPeekkeerrjjaaaan n UUrruuggaan n TTaannaah h KKeemmbbaallii 0..20266 mm3 3 RRp p 1111,,779911..6677 J"la& I!$ J"la& I!$ I!
I!'' PePekekerjrjaaaan n PoPon#n#asasii 1
1 PPeekkeerrjjaaaan n RRaabbaa !!""aannaai i KKeerrjjaa## 00..0077 mm3 3 RRp p 55,,6677$$,,11$$22..0000 2
2 PPeekkeerrjjaaaan n %%&&&&ppllaae e ''0 0 ( ( ''0 0 ))mm 0..00 066 mm3 3 RRp p 2,,'2 '2299,,770033..0000 J"la& I!' J"la& I!' I!(
I!( PekPekerjerjaan Beaan Beton Beton Bertrtlanlang/Sg/Strtrktktrr 1
1 PPeekkeerrjjaaaan n **ll&&&&+ + 11552200 00..2211 mm3 3 RRp p 33,,110033,,''55''..5500 2
2 PPeekkeerrjjaaaan n KK&&ll&&m m 11551155 1122..$$'' mm- - RRp p 5522,,''77$$..7700 3
3 PPeekkeerrjjaaaan n RRiinng g aallk k 11551155 7..07 000 mm- - RRp p 6633,,77''11..0055 J"la& I!( J"la& I!( I!
I!)) PePekekerjrjaaaan n DiDin#n#iningg 1
1 PPeekkeerrjjaaaan n PPaa//. . aau u aaaa 1133..''55 mm2 2 RRp p $$00,,33''99..0000 2
2 PPeekkeerrjjaaaan n PPllee//eer r aan n ))iiaann 2266..9900 mm2 2 RRp p 5522,,''6677..5500 3
3 **pp&&nneennggaan n aan n TTaalli i iirr 77..22$$ mm- - RRp p 1177,,335500..0000 J"la& I!) J"la& I!) $!
$!** PePekekerjrjaaaan n +a+antntaiai 1
1 PPeekkeerrjjaaaan n UUrruuggaan n PPaa//iir r aaaah h ""aannaaii 11..$$0 m0 m2 2 RRp p 9911,,555500..0000 2
2 PPaa//. . KKeerraammiik k KKaammaar r aanni i 220 0 ( ( 220 0 ))mm 66..000 m0 m2 2 RRp p 111111,,22''77..5500 3
3 PPaa//. . KKeerraammiik k 44iinniinng g KKaammaar r aanni i 220 0 ( ( 225 5 ))mm 11''..$$33 mm2 2 Rp Rp 117700,,661100..0000 '
' PaPa/ / ""i/i/ KeKeraramimik k 4i4inniing ng KaKamamar r aanni i 5 5 ( ( 20 20 1'1'.0.000 m- m- RRp p 5656,3,3330.0.0000 J"la& I!* J"la& I!* $!
$!,, PePekekerjrjaaaan Kn Ka-a- P
Paa//. . KKuu//een n PPiinnu u KKaau u aaii 00..0033 mm3 3 RRp p 11$$,,111199,,550000..0000 P
Paa//. . 44aauun n PPiinnu u KKaau u jjaaii 11..''00 mm2 2 RRp p 9966'',,550000..0000 J"la& I!, J"la& I!, $!
$!.. PePekekerjrjaaaan An Atata 1
1 PPaa//. . aap p //bbee// 99..1166 mm2 2 RRp p 66$$,,9966''..0000 2
2 PPaa//. . RRaannggkka a GGpp//uum m kkaau u kkaammppeer r ' ' ( ( 6 6 ))mm $$..990 m0 m2 2 RRp p 117733,,665500..0000 3
3 PPaa//. . GGpp//uumm 66..0000 mm2 2 RRp p 33'',,$$0066..0000 '
' PPaa//. . KKaall//iibb&&aarr 22..9900 mm2 2 RRp p 22'',,000055..0000 5
5 ""ii//ppllaannkk 55..$$00 mm- - RRp p 3366,,770000..0000 J"la& I!. J"la& I!. $!
$!00 PePekekerjrjaaaan Pen Pengnge1e1atatanan 1
1 PPeennggee))aaaan n 44iinniinngg 33''..5566 mm2 2 RRp p 1155,,663322..0000 2
2 PPeennggee))aaaan n GGpp//uumm 66..0000 mm2 2 RRp p 1177,,997722..0000 3
3 aa KKaauu 66..5566 mm2 2 RRp p 3300,,331122..5500 J"la& I!0 J"la& I!0 $!2
$!2 PekPekerjerjaan Paan Pengenggangantntng 3 Pengg 3 Pengnn1i1i K
Kuunn))i i TTaannaamm 11..0000 bbh h RRp p 113300,,229955..0000 8
J"la& I!2 $!$4 Pekerjaan Instalasi +istrik
1 Pa/. /ala/i "i/rik 1.00 l/ Rp 200,000.00 2 Pa/. "ampu 3.00 bh Rp 57,375.00 3 Pa/. *aklar Tunggal 3.00 bh Rp 2',1$2.00
J"la& I!$4 $!$$ Pekerjaan Sanitar- 3 Insta! Air
1 Pa/. l&/e &ngk&k 2.00 bh Rp 225,000.00 2 Pa/. Kran ir 2.00 bh Rp 37,'75.00 3 Pa/. Pipa 4i/ribu/i 3': 1$.00 m- Rp 12,702.00 ' Pa/. Pipa air k&&r 3: 15.00 m- Rp 30,326.50 5 Pa/. Pipa air K&&r ' : 15.00 m- Rp 39,0'5.25 6 %l&&r 4rain 2.00 bh Rp '2,'25.00
J"la& I!$$ J5M+AH %6%A+
RENCANA ANGGARAN BIAYA M5SH6+A7 DAP5R7 3 %!
No
Jenis Pekerjaan
Vol/Sat
Harga Satan
II! Ms&ola7 Dar 3 %! 8#& II!$ Pekerjaan %ana&
1 Pekerjaan Galian 1.39 m3 Rp 35,375.00 2 Pekerjaan Urugan Tanah Kembali 0.'6 m3 Rp 11,791.67
J"la& I!$ II!' Pekerjaan Pon#asi
1 Pekerjaan Raba !"anai Kerja# 0.13 m3 Rp 5,67$,1$2.00 2 Pekerjaan %&&plae '0 ( '0 )m 0.0$ m3 Rp 2,'29,703.00
J"la& I!' II!( Pekerjaan Beton Bertlang/Strktr
1 Pekerjaan *l&&+ 1520 0.63 m3 Rp 3,103,'5'.50 2 Pekerjaan K&l&m 1515 27.00 m- Rp 52,'7$.70 3 Pekerjaan Ring alk 1515 21.00 m- Rp 63,7'1.05
J"la& I!( II!) Pekerjaan Din#ing
1 Pekerjaan Pa/. au aa 11.90 m2 Rp $0,3'9.00 2 Pekerjaan Ple/er an )ian 35.$0 m2 Rp 52,'67.50 3 *p&nengan an Tali ir 7.2$ m- Rp 17,350.00
J"la& I!) $I!* Pekerjaan +antai
1 Pekerjaan Urugan Pa/ir aah "anai 10.$0 m2 Rp 91,550.00 2 Pa/. Keramik "anai u/h&lla 30 ( 30 )m 9.00 m2 Rp 1'$,66$.00 3 Pa/. Keramik "anai 4apur 30 ( 30 )m 5.30 m2 Rp 1'$,66$.00 ' Pa/. Keramik "anai T. ;uhu 20 ( 20 )m 2.00 m2 Rp 111,2'7.50 5 Pa/. Keramik 4ining T. ;uhu 20 ( 25 )m 2.'0 m2 Rp 170,610.00 6 Pa/ "i/ Keramik T. ;uhu 5 ( 20 2.00 m- Rp 56,330.00
$ Pa/. Keramik 4ining eja apur 20 ( 25 )m 1.33 m2 Rp 153,001.00 9 Pa/ "i/ Keramik eja 4apur 5 ( 20 2.65 m- Rp 56,330.00
J"la& I!* $I!, Pekerjaan Ka-
Pa/. Ku/en Pinu Kau ai 0.03 m3 Rp 1$,119,500.00 Pa/. 4aun Pinu Kau jai 1.'0 m2 Rp 96',500.00
J"la& I!, $I!. Pekerjaan Ata
1 Pa/. Rangka Gp/um kau kamper ' ( 6 )m 10.00 m2 Rp 173,650.00 2 Pa/. Gp/um 10.00 m2 Rp 3',$06.00
J"la& I!. $I!0 Pekerjaan Penge1atan
1 Penge)aan 4ining aru 2$.90 m2 Rp 15,632.00 2 Penge)aan Gp/um $.00 m2 Rp 17,972.00
3 a Kau 3.6$ m2 Rp 30,312.50
J"la& I!0 $I!2 Pekerjaan Penggantng 3 Pengn1i
Kun)i Tanam 1.00 bh Rp 130,295.00 8ng/el Pinu 3.00 bh Rp 2$,69$.75
J"la& I!2 $I!$4 Pekerjaan Instalasi +istrik
1 Pa/. /ala/i "i/rik 1.00 l/ Rp 200,000.00 2 Pa/. "ampu 2.00 bh Rp 57,375.00 3 Pa/. *aklar Tunggal 2.00 bh Rp 2',1$2.00
J"la& I!$4 $I!$$ Pekerjaan Sanitar- 3 Insta! Air
1 ak u)i Piring *ainle// /ell 1.00 bh Rp 329,'97.50 2 Pa/. Kran ir 3.00 bh Rp 37,'75.00 3 Pa/. Pipa 4i/ribu/i 3': 12.00 m- Rp 12,702.00 ' Pa/. Pipa air K&&r 3 : 5.00 m- Rp 39,0'5.25 5 %l&&r 4rain 1.00 bh Rp '2,'25.00
J"la& I!$$ J5M+AH %6%A+
J"la&
Rp 2$,017.00 Rp 3,113.00 R ($7$(4!44 Rp '0$,$29.10 Rp 13',$'$.52 R *)(7,..!,' Rp 651,725.'5 Rp 673,$26.51 Rp ''6,1$7.35 R $7..$7.(2!(4 Rp 1,0$0,73'.22 Rp 1,'11,'2$.22 Rp 126,30$.00 R '7,$07).4!)) Rp 16',790.00 Rp 667,'$5.00 Rp 2,530,'$7.52 Rp 7$$,620.00 R )7$*$7(0'!*' Rp 5$7,615.39 Rp 1,35',15$.00 R $72)$7..(!(2 Rp 631,6'1.2$ Rp 1,5'5,'$5.00 Rp 20$,$36.00 Rp 69,61'.50 Rp 212,$60.00 R '7,,07)(,!.0 Rp 5'0,2'1.92 Rp 107,$32.00 Rp 19$,$50.00 R 0),72'(!2' Rp 130,295.00 Rp $6,096.25Rp 200,000.00 Rp 172,125.00 Rp 72,5'6.00 R )))7,.$!44 Rp '50,000.00 Rp 7',950.00 Rp 22$,636.00 Rp '5',$97.50 Rp 5$5,67$.75 Rp $',$50.00 R $70.274$'!'* R $.7$$(7,40!).
5DH5
J"la&
Rp '9,029.75 Rp 5,''7.75 R *)7)..!*4 Rp 715,'50.93 Rp 192,250.25 R 24.7.4$!$0 Rp 1,955,176.3' Rp 1,'16,92'.90 Rp 1,33$,562.05 R )7.$47,,(!'2 Rp 956,153.10 Rp 1,$7$,336.50 Rp 126,30$.00 R '72,47.2.!,4 Rp 9$$,7'0.00 Rp 1,33$,012.00 Rp 7$7,9'0.'0 Rp 222,'95.00 Rp '09,'6'.00 Rp 112,660.00Rp 361,263.2' Rp 202,726.33 Rp 1'9,27'.50 R )7*.'7*.*!). Rp 5$7,615.39 Rp 1,35',15$.00 R $72)$7..(!(2 Rp 1,736,500.00 Rp 3'$,060.00 R '740)7*,4!44 Rp '51,76'.$0 Rp 1'3,776.00 Rp 111,550.00 R .4.7424!04 Rp 130,295.00 Rp $6,096.25 R '$,7(2$!'* Rp 200,000.00 Rp 11',750.00 Rp '$,36'.00 R (,(7$$)!44 Rp 36,'6',750.69 Rp 329,'97.50 Rp 112,'25.00 Rp 152,'2'.00 Rp 195,226.25 Rp '2,'25.00 R 0($722.!.* R $27(*$7$)'!''
REKAPI%5+ASI BIAYA
No!
Ite"
Pekerjaan
J"la&
Harga
I! Ka"ar Man#i
I!$ Pekerjaan %ana& R ($7$(4!44
I!' Pekerjaan Pon#asi R *)(7,..!,'
I!( Pekerjaan Beton Bertlang/Strktr R $7..$7.(2!(4 I!) Pekerjaan Din#ing R '7,$07).4!)) $!* Pekerjaan +antai R )7$*$7(0'!*'
$!, Pekerjaan Ka- R $72)$7..(!(2
$!. Pekerjaan Ata R '7,,07)(,!.0
$!0 Pekerjaan Penge1atan R 0),72'(!2' $!2 Pekerjaan Penggantng 3 Pengn1i R '$,7(2$!'* $!$4 Pekerjaan Instalasi +istrik R )))7,.$!44 $!$$ Pekerjaan Sanitar- 3 Insta! Air R $70.274$'!'*
II! Ms&ola7 Dar 3 %! 8#&
II!$ Pekerjaan %ana& R *)7)..!*4
II!' Pekerjaan Pon#asi R 24.7.4$!$0
II!( Pekerjaan Beton Bertlang/Strktr R )7.$47,,(!'2 II!) Pekerjaan Din#ing R '72,47.2.!,4 $I!* Pekerjaan +antai R )7*.'7*.*!).
$I!, Pekerjaan Ka- R $72)$7..(!(2
$I!. Pekerjaan Ata R '740)7*,4!44
$I!0 Pekerjaan Penge1atan R .4.7424!04 $I!2 Pekerjaan Penggantng 3 Pengn1i R '$,7(2$!'* $I!$4 Pekerjaan Instalasi +istrik R (,(7$$)!44 $I!$$ Pekerjaan Sanitar- 3 Insta! Air R 0($722.!.* J5M+AH %6%A+ R (,7),)7.*4!,2 DIB5+A%KAN R (,7),)7444!44