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PERHITUNGAN VOLUME
PROYEK GEDUNG STUDENT CENTRE
UNIVERSITAS MUHAMMADIYAH MALANG
No. URAIAN JENIS PEKERJAAN DASAR PERHITUNGAN VOLUPanjang x Lebar x Tngg x J!"#a$ %
A LANTAI & '
I PEKERJAAN PERSIAPAN
1 Viset / Pek. Pas. Bowplank & Pengukuran
57.00 x 21.00 x x 1.00 =
2 Pe!uatan kantor seentara" #an gu#ang
10.00 x 4.00 x x 1.00 =
$ %e!ersikan lapangan / 'okasi
64.00 x 26.00 x x 1.00 =
4 Bongkar !angunan existing
$0.00 x (.00 x x 1.00 =
5 %o! #e o! )lat !erat *x+a,ator
x x x 1.00 =
II PEKERJAAN TANAH
1 Perataan laan
area !angunan $2.00 x 26.00 x 1.00 x 1.00 =
2 -alian Pon#asi uuran 0+
x x $.00 x 47.00 =
$ -alian tana keras !er!atu untuk pon#asi setepat
pon#asi pile +up 120x120x$0 1.20 x 1.20 x 1.50 x 47.00 =
pon#asi tangga $6x0x20 $.6 x 0.0 x 1.00 x 1.00 =
5 rugan ke!ali
ex. -alian pon#asi setepat x x x 0.$0 =
6 Buang ana *x. -alianex. -alian penurunan le,el x x x 1.20 =
ex. uuran 0+ x x x 1.20 =
7 Pea#atan tana
x x x $7.61 =
rugan pasir
pon#asi pile +up 120x120x$0 1.20 x 1.20 x 0.10 x 12.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
2 Pasang pon#asi !atu kosong
8 )s. 1 & $ $5.00 x 1.20 x 0.15 x 2.00 =
)s. ) & 3 5.50 x 1.20 x 0.15 x 2.00 =
)s. *" & - 4.00 x 1.20 x 0.15 x $.00 =pas. !ata ringan area 3%/ $.50 x 1.20 x 0.15 x 4.00 =
1.25 x 1.20 x 0.15 x 1.00 =
4.10 x 1.20 x 0.15 x 1.00 =
$ Pasangan !atu kali untuk tangga asuk ge#ung
#ari ele,asi 9alan ke lantai1 x x x 1.00 =
IV PEKERJAAN DINDING
1 Pasangan !ata ringan te!al 10 +" ex. iti+on8 pas. !ata ringan )s. *" & - 4.00 x x $.50 x $.00 =
pas. !ata ringan area 3%/ 1.45 x x $.0 x 4.00 =
0.(2 x x $.0 x 1.00 =
$.50 x x $.0 x 1.00 =
lu!ang kusen P2) x 0.70 x 2.45 x 1.00 =
lu!ang kusen P2B x 0.70 x 2.45 x 1.00 =
lu!ang kusen P$) x 0.70 x 2.45 x $.00 =
lu!ang kusen P$B x 0.70 x 2.45 x 1.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
2 Pasang in#ing Partisi -:psu ;angka
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
tali air plin keraik r. uk 15.(0 x x x 4.00 =
tali air plin keraik kori#or 14.00 x x x 2.00 =
1.50 x x x 2.00 =
tali air keraik #in#ing 3% 4.60 x x x 2.00 =4.00 x x x 2.00 =
tali air kusen BV 6.(0 x x x 16.00 =
tali air kusen P2) 5.60 x x x 2.00 =
tali air kusen P2B 5.60 x x x 2.00 =
tali air kusen P$) 5.60 x x x 2.00 =
tali air kusen P$B 5.60 x x x 2.00 =
pagar tangga >ele,asi 9alan ke lantai1? 2.75 x x x 4.00 =
x x 1.20 x 4.00 =
VI PEKERJAAN (ETON
1 ;a!atan 'antai ker9a
pon#asi pile +up 120x120x$0 1.20 x 1.20 x 0.$0 x 22.00 =
pon#asi tangga 175x0x20 1.75 x 0.0 x 0.$0 x 1.00 =
lantai 1 ge#ung 5.50 x $5.00 x 0.10 x 1.00 =
2 uuran 0+" !eton 3 $00
x 0.40 x 4.00 x 22.00 =
$ Pon#asi plat setepat 120x120x$0" !eton 3 $00
1.20 x 1.20 x 0.$0 x 22.00 =
4 Pon#asi plat tangga 175x0x20" !eton 3 $00
1.75 x 0.0 x 0.20 x 1.00 =
5 lo@ struktur 20/$5" !eton 3 $00
)s. 1 s/# )s. 11 $5.00 x 0.20 x 0.$5 x 2.00 =
)s. ) s/# )s. B 5.50 x 0.20 x 0.$5 x 11.00 =
area 3%/ $.50 x 0.15 x 0.25 x 2.00 =1.25 x 0.15 x 0.25 x 2.00 =
4.10 x 0.15 x 0.25 x 2.00 =
6 3olo struktur 40/50" !eton 3 $00
0.50 x 0.40 x 5.50 x 22.00 =
7 Balok in#uk $0/50" !eton 3 $00 >Balok B1?
)s. ) s/# )s. B 5.50 x 0.$0 x 0.$ x 11.00 =
Balok in#uk 20/40" !eton 3 $00 >Balok B2?
)s. 1 s/# )s. 11 $5.00 x 0.20 x 0.2 x 2.00 =
( Balok anak 20/40" !eton 3 $00
)s. 1 s/# )s. 11 $5.00 x 0.20 x 0.2 x 1.00 =
10 3olo Praktis 15/15" !eton 3 175
r. uk 0.15 x 0.15 x 5.50 x 4.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
i!u tangga $.45 x 1.50 x 0.12 x 2.00 =
!or#es 1.$5 x $.10 x 0.12 x 1.00 =
14 Balok kusen 15/20" !eton 3 175)rea ruang 3% $.10 x 0.15 x 0.20 x .00 =
)rea 3% 1.00 x 0.15 x 0.20 x 6.00 =
15 Plat kanopi !eton !ertulang te!al 10 +" !eton 3 225
#iatas kusen BV $.10 x 0.0 x 0.10 x .00 =
16 in#ing !eton !ertulang untuk #in#ing te!al 15 +" !eton 3 $00
)s. 1 & $ $5.00 x 0.15 x $.60 x 2.00 =
)s. 3 5.50 x 0.15 x $.50 x 1.00 =)s. ) 4.00 x 0.15 x $.50 x 1.00 =
VII PEKERJAAN LANGIT & LANGIT
1 'angitlangit g:psu !oar# >120x240x(? " te!al ( 8 rangka ollow
;. 3%1 $.50 x 5.50 x x 2.00 =
;. 3%2 4.00 x 5.20 x x 2.00 =
;. 3%$ 4.00 x 5.50 x x 2.00 =
3ori#or 1.75 x 2.00 x x 1.00 =
;. 3% 5.50 x $.50 x x 1.00 =
2 'ist langitlangit g:psu
;. 3%1 $.50 x 5.50 x x 2.00 =
;. 3%2 4.00 x 5.20 x x 2.00 =
;. 3%$ 4.00 x 5.50 x x 2.00 =
3ori#or 1.75 x 2.00 x x 1.00 =
VIII PEKERJAAN SANITASI
1 Pasang kloset 9ongkok" ex toto
3%/ x x x 4.00 =
2 Pasang kran A 1/2
3%/ x x x 6.00 =
$ Pasang Coor #rain stainless steel
3%/ x x x 4.00 =
kori#or 3%/ x x x 2.00 =
I) PEKERJAAN (ESI DAN ALUMINIUM1 Pasang 3usen )lluiniu oklat
P1 6.67 x x x 1.00 =
P2 6.67 x x x 1.00 =
P2) 6.2$ x x x 1.00 =
P2B 6.2$ x x x 1.00 =
P$) 6.2$ x x x $.00 =
P$B 6.2$ x x x 1.00 =
P1 2.40 x x x 4.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
$ Pasang Pintu %elain 'apis riplek )luiniu" 3a+a ";angka )luiniu oklat
P2) x x x 1.00 =
P2B x x x 1.00 =
4 Pasang Pintu %elain 'apis riplek )luiniu" ;angka )luiniu oklat
P$) x x x $.00 =
P$B x x x 1.00 =
5 Pasang en#ela 3a+a asan ;angka )luiniu oklat
P1 x x x 2.00 =
P2 x x x 2.00 =
1 x x x 4.00 =
6 ;ailling angga Besi -al,anis A2
tangga .0 x x x 1.00 =
) PEKERJAAN KUNCI * KACA
1 Pasang kun+i tana tanpa en#le
P1 x x x 1.00 =
P2 x x x 1.00 =
P1 x x x 2.00 =
P2 x x x 2.00 =
2 Pasang en#le pintu tanpa kun+i
P1 x x x 1.00 =
P2 x x x 1.00 =
P1 x x x 2.00 =
P2 x x x 2.00 =
$ Pasang kun+i 8 en#le tana
P2) x x x 1.00 =
P2B x x x 1.00 =P$) x x x $.00 =
P$B x x x 1.00 =
4 Pasang
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
BV x $.00 x 0.$2 x 4.00 =
P2 pintu x 0.75 x 1.(0 x 2.00 =
9en#ela ati x 0.5 x 1.15 x 2.00 =
9en#ela asan x 0.4( x 1.01 x 2.00 =BV x $.00 x 0.$2 x 4.00 =
1 9en#ela ati x 1.10 x 1.15 x 4.00 =
9en#ela asan x 0.4( x 1.01 x .00 =
BV x $.00 x 0.$2 x .00 =
BV x $.00 x 0.$2 x 16.00 =
( Pasang silent kusen #an ka+a
P1 5.06 x x x 2.00 =
P2 5.06 x x x 2.00 =P2) 2.$0 x x x 2.00 =
P2B 2.$0 x x x 2.00 =
kusen P1 pintu 5.06 x x x 4.00 =
9en#ela asan 2.7( x x x 4.00 =
9en#ela ati $.5 x x x 4.00 =
kusen P2 pintu 5.06 x x x 4.00 =
9en#ela asan 2.7( x x x 4.00 =
9en#ela ati $.5 x x x 4.00 =
kusen 1 9en#ela asan 2.7( x x x 16.00 =
9en#ela ati 4.$5 x x x .00 =
kusen BV .(4 x x x 16.00 =
10 Pasang glass !lo+k
3% x x x 12.00 =
11 Pasang roster !lo+k
3% x x x 12.00 =
)I PEKERJAAN LANTAI * DINDING1 Pasang lantai keraik ukuran 40 x 40 +" ex. roan
;. 3% 5.70 x 17.5 x x 1.00 =
5.70 x 14.$5 x x 1.00 =
1.5 x $.50 x x 1.00 =
3% 4.10 x $.60 x x 1.00 =
2 Pasang lantai keraik 3% ukuran 20 x 20 +" ex. ;oan
3D;ED; P;E) 2.5 x 1.10 x x 1.00 =
3%/ P;E)1 1.21 x 1.10 x x 1.00 =3%/ P;E)2 1.$0 x 1.$$ x x 1.00 =
3D;ED; )FE) 2.5 x 1.10 x x 1.00 =
3%/ )FE)1 1.21 x 1.10 x x 1.00 =
3%/ )FE)2 1.$0 x 1.$$ x x 1.00 =
$ Pasang #in#ing keraik ukuran 20 x $0 +" ex. ;oan
3D;ED; P;E) 5.25 x x 1.50 x 1.00 =
3%/ P;E)1 $.(2 x x 1.50 x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
alas sisi #ala kusen BV 6.(0 x 0.15 x x .00 =
alas sisi #ala kusen P2) 5.60 x 0.15 x x 1.00 =
alas sisi #alakusen P2B 5.60 x 0.15 x x 1.00 =
alas sisi #ala kusen P$) 5.60 x 0.15 x x $.00 =alas sisi #ala kusen P$B 5.60 x 0.15 x x 1.00 =
pagar tangga >ele,asi 9alan ke lantai1? 2.75 x x 1.20 x 4.00 =
2.75 x 0.15 x x 2.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
lu!ang kusen P2) x 0.70 x 2.45 x 1.00 =
lu!ang kusen P2B x 0.70 x 2.45 x 1.00 =
lu!ang kusen P$) x 0.70 x 2.45 x $.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 1.00 =
2 Penge+atan te!ok #ala >1 lapis +at #asar" 2 lapis +at penutup?
8 )s. 1 & $ $5.00 x x $.60 x 2.00 =
)s. ) & 3 5.50 x x $.50 x 2.00 =
)s. *" & - 4.00 x x $.50 x $.00 =
pas. !ata ringan area 3%/ 1.45 x x $.0 x 4.00 =
2.75 x x $.0 x 4.00 =
$.50 x x $.0 x 6.00 =
alas sisi #ala kusen BV 6.(0 x 0.15 x x .00 =
alas sisi #ala kusen P2) 5.60 x 0.15 x x 1.00 =
alas sisi #alakusen P2B 5.60 x 0.15 x x 1.00 =
alas sisi #ala kusen P$) 5.60 x 0.15 x x $.00 =
alas sisi #ala kusen P$B 5.60 x 0.15 x x 1.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
lu!ang kusen P2) x 0.70 x 2.45 x 1.00 =
lu!ang kusen P2B x 0.70 x 2.45 x 1.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 6.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 2.00 =
$ Penge+atan #in#ing partisi luar >1 lapis +at #asar" 2 lapis +at penutup?8 Partisi )s. 2 10.50 x x $.60 x 2.00 =
Partisi )s. B & 5.50 x x $.50 x $.00 =
Partisi )s. & < 4.00 x x $.50 x $.00 =
lu!ang kusen P1 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P2 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P1 x 0.(2 x 1.60 x 1.00 =
lu!ang kusen P2 x 0.(2 x 1.60 x 1.00 =lu!ang kusen 1 x 2.40 x 1.60 x 4.00 =
4 Penge+atan #in#ing partisi #ala >1 lapis +at #asar" 2 lapis +at penutup?
8 Partisi )s. 2 10.50 x x $.60 x 2.00 =
Partisi )s. B & 5.50 x x $.50 x $.00 =
Partisi )s. & < 4.00 x x $.50 x $.00 =
lu!ang kusen P1 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
;. 3%$ 4.00 x 5.50 x x 2.00 =
3ori#or 1.75 x 2.00 x x 1.00 =
;. 3% 5.50 x $.50 x x 1.00 =
7 Penge+etan list plafon
;. 3%1 $.50 x 5.50 x x 2.00 =
;. 3%2 4.00 x 5.20 x x 2.00 =
;. 3%$ 4.00 x 5.50 x x 2.00 =
3ori#or 1.75 x 2.00 x x 1.00 =
Penge+tan railling angga Besi -al,anis A2
tangga .0 x x x 1.00 =
( Peker9aan waterprooGng ex. ika
lantai /3% 4.$5 x $.60 x x 2.00 =
#in#ing /3% 15.(0 x x 1.50 x 2.00 =
)s. 1 & $ $5.00 x x $.60 x 2.00 =
)s. 3 5.50 x x $.50 x 1.00 =
)s. ) 4.00 x x $.50 x 1.00 =
)III PEKERJAAN INSTALASI LISTRIK
1 Enstalasi ka!el fee#ers #ari kw P'F ke panel '1
lantai 1 75.00 x x x 1.00 =
2 Enstalasi top kontak lantai 1
;. 3% x x x .00 =
3%/ x x x 2.00 =
$ Enstalasi aklar lantai 1
;. 3% x x x .00 =
3%/ x x x 6.00 =
kori#or x x x $.00 =tangga x x x 4.00 =
4 Enstalasi penerangan lantai 1
;. 3% x x x 16.00 =
kori#or x x x 10.00 =
tangga x x x 2.00 =
3%/ x x x 6.00 =
5 Enstalasi ra#ar popa air lantai 13%/ x x x 1.00 =
6 Peasangan top 3ontak
;. 3% x x x .00 =
3%/ x x x 1.00 =
7 Peasangan aklar unggal
tangga x x x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
12 Peasangan ekering 2 -roup
x x x 1.00 =
1$ -roun#ing penangkal petir" ke#alaan H 12.00
x x x 1.00 =
14 -roun#ing listrik ke#alaan H 6.00
x x x 1.00 =
)IV PEKERJAAN AIR (ERSIH
1 Pasang pipa PV tipe ) >wa,in? A 1/2
3%/ 6.00 x x x 4.00 =
2 Pasang pipa PV tipe ) >wa,in? A $/4
3%/ 6.00 x x x 4.00 =
$ Pasang pipa PV tipe ) >wa,in? A 1
3%/ 6.00 x x x 2.00 =
4 Pasang pipa PV tipe ) >wa,in? A 1I
3%/ 6.00 x x x 2.00 =
5 Pasang popa air
#ari su!er air x x x 1.00 =
6 Buat !ak an#i uk. 0.$0x0.$5x0.$5 +
3%/ x x x 4.00 =
)V PEKERJAAN AIR KOTOR
1 Pasang pipa PV tipe ) A $
talang tegak air u9an 6.00 x x x 26.00 =
2 Pasang pipa PV tipe ) A 4
3%/ 6.00 x x x 4.00 =
#ari !ak kontrol enu9u saluran ge#ung 6.00 x x x $6.00 =
$ Buat !ak kontrol 50/50
talang air u9an x x x 24.00 =
4 Buat septi+tank 3%/ x x x 1.00 =
5 Buat resapan
3%/ x x x 1.00 =
( LANTAI & +
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
lu!ang kusen P$) x 0.70 x 2.45 x $.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 1.00 =
lu!ang kusen BV x $.00 x 0.45 x 6.00 =
2 Pasang in#ing Partisi -:psu ;angka
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
1 3olo struktur 40/50" !eton 3 $00
0.50 x 0.40 x 4.00 x 22.00 =
2 Balok in#uk $0/50" !eton 3 $00 >Balok B2?)s. ) s/# )s. B 5.50 x 0.$0 x 0.$ x 11.00 =
$ Balok in#uk 20/40" !eton 3 $00 >Balok B2?
)s. 1 s/# )s. 11 $5.00 x 0.20 x 0.2 x 2.00 =
4 Balok anak 20/40" !eton 3 $00
)s. 1 s/# )s. 11 $5.00 x 0.20 x 0.2 x 2.00 =
5 3olo Praktis 15/20" !eton 3 175
r. uk 0.15 x 0.15 x 5.50 x 4.00 =
r. k/w+ 0.15 x 0.15 x 4.00 x 14.00 =
tangga 0.15 x 0.15 x 2.00 x 2.00 =
6 ;ing !alok praktis 15/20" !eton 3 175
area 3%/ $.50 x 0.15 x 0.20 x 2.00 =
1.25 x 0.15 x 0.20 x 2.00 =
4.10 x 0.15 x 0.20 x 2.00 =
!alok !or#es tangga $.50 x 0.15 x 0.20 x 2.00 =
!alok tangga 1.$5 x 0.15 x 0.20 x 2.00 =
7 Plat lantai / #ag lantai te!al = 12 +" !eton 3 $00
8 area plat lantai 6.00 x $5.40 x 0.12 x 1.00 =
area #elatasi 14.10 x 1.00 x 0.12 x 1.00 =
pengurangan ,oi# tangga $.65 x $.10 x 0.12 x 1.00 =
pengurangan ,oi# saft 1.25 x 0.65 x 0.12 x 1.00 =
Plat tangga te!al 12 +" !eton 3 $00
anak tangga 1.50 x 0.$0 x 0.174 x 2$.00 =i!u tangga $.45 x 1.50 x 0.12 x 2.00 =
!or#es 1.$5 x $.10 x 0.12 x 1.00 =
( Balok kusen 15/20" !eton 3 175
)rea ruang 3% $.10 x 0.15 x 0.20 x .00 =
)rea 3% 1.00 x 0.15 x 0.20 x 6.00 =
10 Plat kanopi !eton !ertulang te!al 10 +" !eton 3 175
#iatas kusen BV $.10 x 0.0 x 0.10 x .00 =
11 in#ing !eton !ertulang te!al 10 +" !eton 3 225
pagar 7.00 x 0.10 x 0.(5 x 2.00 =
12 'istplank/9anggutan !eton !ertulang te!al 10 +" !eton 3 $00
'istplank/9anggutan $5.$0 x 0.10 x 1.20 x 1.00 =
1.50 x 0.10 x 1.20 x 2.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
2 Pasang kran A 1/2
3%/ x x x 6.00 =
$ Pasang Coor #rain stainless steel3%/ x x x 4.00 =
kori#or 3%/ x x x 2.00 =
VII PEKERJAAN (ESI DAN ALUMINIUM
1 Pasang 3usen )lluiniu oklat
P1 6.67 x x x 1.00 =
P2 6.67 x x x 1.00 =
P2) 6.2$ x x x 1.00 =
P2B 6.2$ x x x 1.00 =
P$) 6.2$ x x x $.00 =
P$B 6.2$ x x x 1.00 =
P1 2.40 x x x 4.00 =
1.4 x x x 2.00 =
2.45 x x x 4.00 =
1.60 x x x 4.00 =
P2 2.40 x x x 4.00 =
1.4 x x x 2.00 =
2.45 x x x 4.00 =
1.60 x x x 4.00 =1 $.00 x x x 16.00 =
1.60 x x x 16.00 =
BV $.00 x x x 16.00 =
0.45 x x x $2.00 =
2 Pasang Pintu 3a+a ;angka )luiniu oklat
P1 x x x 1.00 =
P2 x x x 1.00 =
P1 x x x 2.00 =P2 x x x 2.00 =
$ Pasang Pintu %elain 'apis riplek )luiniu" 3a+a ";angka )luiniu oklat
P2) x x x 1.00 =
P2B x x x 1.00 =
4 Pasang Pintu %elain 'apis riplek )luiniu" ;angka )luiniu oklat
P$) x x x $.00 =
P$B x x x 1.00 =
5 Pasang en#ela 3a+a asan ;angka )luiniu oklat
P1 x x x 2.00 =
P2 x x x 2.00 =
1 x x x 4.00 =
6 ;ailling angga Besi -al,anis A2
tangga .0 x x x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
P$B x x x 1.00 =
4 Pasang
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
;. 3% 5.70 x 17.5 x x 1.00 =
5.70 x 14.$5 x x 1.00 =
1.5 x $.50 x x 1.00 =
3% 4.10 x $.60 x x 1.00 =
2 Pasang lantai keraik 3% ukuran 20 x 20 +" ex. ;oan
3D;ED; P;E) 2.5 x 1.10 x x 1.00 =
3%/ P;E)1 1.21 x 1.10 x x 1.00 =
3%/ P;E)2 1.$0 x 1.$$ x x 1.00 =
3D;ED; )FE) 2.5 x 1.10 x x 1.00 =
3%/ )FE)1 1.21 x 1.10 x x 1.00 =
3%/ )FE)2 1.$0 x 1.$$ x x 1.00 =
$ Pasang #in#ing keraik ukuran 20 x $0 +" ex. ;oan
3D;ED; P;E) 5.25 x x 1.50 x 1.00 =
3%/ P;E)1 $.(2 x x 1.50 x 1.00 =
3%/ P;E)2 4.56 x x 1.50 x 1.00 =
3D;ED; )FE) 5.25 x x 1.50 x 1.00 =
3%/ )FE)1 $.($ x x 1.50 x 1.00 =
3%/ )FE)2 4.56 x x 1.50 x 1.00 =
4 Pasang 3eraik angga" ex. ;oan
anak tangga 1.50 x x 0.20 x 2$.00 =1.50 x 0.40 x x 2$.00 =
!or#es 1.$5 x $.10 x x 1.00 =
) PEKERJAAN PENGECATAN
1 Penge+atan te!ok luar >1 lapis +at #asar" 2 lapis +at penutup?
8 )s. $ $5.00 x x 2.50 x 1.00 =
)s. ) & 3 5.50 x x 2.50 x 2.00 =
)s. *" & - 4.00 x x 2.50 x $.00 =
pas. !ata ringan area 3%/ $.50 x x 2.50 x 1.00 =$.50 x x $.50 x 1.00 =
3olo 0.60 x 0.40 x 2.50 x 22.00 =
alas sisi #ala kusen BV 6.(0 x 0.15 x x 7.00 =
alas sisi #ala kusen P2) 5.60 x 0.15 x x 1.00 =
alas sisi #alakusen P2B 5.60 x 0.15 x x 1.00 =
alas sisi #ala kusen P$) 5.60 x 0.15 x x 1.00 =
alas sisi #ala kusen P$B 5.60 x 0.15 x x 1.00 =
pagar 10.(0 x x 0.(5 x 4.00 =
10.(0 x 0.15 x x 2.00 =1.50 x x 0.(5 x 4.00 =
1.50 x 0.15 x x 2.00 =
'istplank/9anggutan $5.$0 x x 1.20 x 2.00 =
$5.$0 x 0.15 x x 1.00 =
1.50 x x 1.20 x 4.00 =
1.50 x 0.15 x x 2.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
lu!ang kusen P2) x 0.70 x 2.45 x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
lu!ang kusen P2B x 0.70 x 2.45 x 1.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 6.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 2.00 =
$ Penge+atan #in#ing partisi luar >1 lapis +at #asar" 2 lapis +at penutup?
8 Partisi )s. 1 $.10 x x $.60 x 2.00 =
Partisi )s. 2 10.50 x x $.60 x 2.00 =
Partisi )s. B & 5.50 x x $.50 x $.00 =
Partisi )s. & < 4.00 x x $.50 x $.00 =
lu!ang kusen P1 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P2 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P1 x 0.(2 x 1.60 x 2.00 =
lu!ang kusen 1 x 2.40 x 1.60 x 4.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
4 Penge+atan #in#ing partisi #ala >1 lapis +at #asar" 2 lapis +at penutup?
8 Partisi )s. 1 $.10 x x $.60 x 2.00 =
Partisi )s. 2 10.50 x x $.60 x 2.00 =
Partisi )s. B & 5.50 x x $.50 x $.00 =
Partisi )s. & < 4.00 x x $.50 x $.00 =
lu!ang kusen P1 x 1.4 x 1.60 x 2.00 =x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P2 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P1 x 0.(2 x 1.60 x 2.00 =
lu!ang kusen 1 x 2.40 x 1.60 x 4.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
5 Penge+etan plin keraik #ari +at
r. uk 15.(0 x x x 4.00 =;. 3%1 16.00 x x x 2.00 =
;. 3%2 1.40 x x x 2.00 =
;. 3%$ 1(.00 x x x 2.00 =
3ori#or 5(.50 x x x 1.00 =
anak tangga 0.46 x x x 2$.00 =
!or#es 6.20 x x x 1.00 =
6 Penge+atan plafon >1 lapis +at #asar" 2 lapis +at penutup?
;. 3%1 $.50 x 5.50 x x 2.00 =;. 3%2 4.00 x 5.20 x x 2.00 =
;. 3%$ 4.00 x 5.50 x x 2.00 =
3ori#or 1.75 x 2.00 x x 1.00 =
;. 3% 5.50 x $.50 x x 1.00 =
7 Penge+etan list plafon
;. 3%1 $.50 x 5.50 x x 2.00 =
;. 3%2 4.00 x 5.20 x x 2.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
kori#or x x x $.00 =
tangga x x x 4.00 =
$ Enstalasi penerangan lantai 2;. 3% x x x 16.00 =
kori#or x x x 10.00 =
tangga x x x 2.00 =
3%/ x x x 6.00 =
4 Peasangan top 3ontak
;. 3% x x x .00 =
3%/ x x x 2.00 =
5 Peasangan aklar unggal
tangga x x x 1.00 =
3%/ x x x 2.00 =
6 Peasangan aklar -an#a
;. 3% x x x .00 =
tangga x x x $.00 =
kori#or x x x $.00 =
7 Pasang lapu ;% 2x40;. 3% x x x 16.00 =
kori#or x x x 10.00 =
tangga x x x 2.00 =
3%/ x x x 1.00 =
Pasang lapu ' 1 att
3%/ x x x 6.00 =
( Peasangan ekering 2 -roupx x x 1.00 =
)II PEKERJAAN AIR (ERSIH
1 Pasang pipa PV tipe ) >wa,in? A 1/2
3%/ 6.00 x x x 4.00 =
2 Pasang pipa PV tipe ) >wa,in? A $/4
3%/ 6.00 x x x 4.00 =
$ Pasang pipa PV tipe ) >wa,in? A 1
3%/ 6.00 x x x 2.00 =
4 Pasang pipa PV tipe ) >wa,in? A 1I
3%/ 6.00 x x x 2.00 =
5 Buat !ak an#i uk. 0.$0x0.$5x0.$5 +
3%/ x x x 4.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
II PEKERJAAN DINDING
1 Pasangan !ata ringan te!al 10 +" ex. iti+on
8 pas. !ata ringan )s. $ $5.00 x x $.60 x 1.00 =
pas. !ata ringan )s. ) & 3 5.50 x x $.50 x 2.00 =pas. !ata ringan )s. *" & - 4.00 x x $.50 x $.00 =
pas. !ata era area 3%/ $.75 x x $.0 x 2.00 =
1.45 x x $.0 x 2.00 =
2.7$ x x $.0 x 2.00 =
1.25 x x $.0 x 1.00 =
lu!ang kusen P2) x 0.70 x 2.45 x 1.00 =
lu!ang kusen P2B x 0.70 x 2.45 x 1.00 =
lu!ang kusen P$) x 0.70 x 2.45 x $.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 1.00 =
lu!ang kusen BV x $.00 x 0.45 x 6.00 =
2 Pasang in#ing Partisi -:psu ;angka
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
tali air plin keraik kori#or 14.00 x x x 2.00 =
1.50 x x x 2.00 =
tali air keraik #in#ing 3% 4.60 x x x 2.00 =
4.00 x x x 2.00 =tali air kusen BV 6.(0 x x x 12.00 =
tali air kusen P2) 5.60 x x x 2.00 =
tali air kusen P2B 5.60 x x x 2.00 =
tali air kusen P$) 5.60 x x x 2.00 =
tali air kusen P$B 5.60 x x x 2.00 =
IV PEKERJAAN (ETON
1 3olo struktur 40/50" !eton 3 $00
0.50 x 0.40 x 4.00 x 22.00 =
2 Balok in#uk $0/50" !eton 3 $00 >Balok B1?
)s. ) s/# )s. B 5.50 x 0.$0 x 0.$ x 11.00 =
$ Balok in#uk 20/40" !eton 3 $00 >Balok B2?
)s. 1 s/# )s. 11 $5.00 x 0.20 x 0.2 x 2.00 =
4 Balok anak 20/40" !eton 3 $00
)s. 1 s/# )s. 11 $5.00 x 0.20 x 0.2 x 2.00 =
5 3olo Praktis 15/15" !eton 3 175
r. uk 0.15 x 0.15 x 5.50 x 4.00 =
r. k/w+ 0.15 x 0.15 x 4.00 x 14.00 =
tangga 0.15 x 0.15 x 2.00 x 2.00 =
6 ;ing !alok praktis 15/20" !eton 3 175
area 3%/ $.50 x 0.15 x 0.20 x 2.00 =
1.25 x 0.15 x 0.20 x 2.00 =
4.10 x 0.15 x 0.20 x 2.00 =!alok !or#es tangga $.50 x 0.15 x 0.20 x 2.00 =
!alok tangga 1.$5 x 0.15 x 0.20 x 2.00 =
7 Plat atap / #ag atap te!al = 12 +" !eton 3 $00
8 area plat lantai 6.00 x $5.40 x 0.12 x 1.00 =
area #elatasi 14.10 x 1.00 x 0.12 x 1.00 =
pengurangan ,oi# tangga $.65 x $.10 x 0.12 x 1.00 =
pengurangan ,oi# saft 1.25 x 0.65 x 0.12 x 1.00 =
Plat tangga te!al 12 +" !eton 3 $00
anak tangga 1.50 x 0.$0 x 0.174 x 2$.00 =
i!u tangga $.45 x 1.50 x 0.12 x 2.00 =
!or#es 1.$5 x $.10 x 0.12 x 1.00 =
( Balok kusen 15/20" !eton 3 175
)rea ruang 3% $.10 x 0.15 x 0.20 x .00 =
)rea 3% 1.00 x 0.15 x 0.20 x 6.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
2 'ist langitlangit g:psu
;. 3%1 $.50 x 5.50 x x 2.00 =
;. 3%2 4.00 x 5.20 x x 2.00 =;. 3%$ 4.00 x 5.50 x x 2.00 =
3ori#or 1.75 x 2.00 x x 1.00 =
VI PEKERJAAN SANITASI
1 Pasang kloset 9ongkok" ex toto
3%/ x x x 4.00 =
2 Pasang kran A 1/2
3%/ x x x 6.00 =
$ Pasang Coor #rain stainless steel
3%/ x x x 4.00 =
kori#or wastafel x x x 2.00 =
VII PEKERJAAN (ESI DAN ALUMINIUM
1 Pasang 3usen )lluiniu oklat
P1 6.67 x x x 1.00 =
P2 6.67 x x x 1.00 =
P2) 6.2$ x x x 1.00 =P2B 6.2$ x x x 1.00 =
P$) 6.2$ x x x $.00 =
P$B 6.2$ x x x 1.00 =
P1 2.40 x x x 4.00 =
1.4 x x x 2.00 =
2.45 x x x 4.00 =
1.60 x x x 4.00 =
P2 2.40 x x x 4.00 =
1.4 x x x 2.00 =2.45 x x x 4.00 =
1.60 x x x 4.00 =
1 $.00 x x x 16.00 =
1.60 x x x 16.00 =
BV $.00 x x x 16.00 =
0.45 x x x $2.00 =
2 Pasang Pintu 3a+a ;angka )luiniu oklat
P1 x x x 1.00 =
P2 x x x 1.00 =
P1 x x x 2.00 =
P2 x x x 2.00 =
$ Pasang Pintu %elain 'apis riplek )luiniu" 3a+a ";angka )luiniu oklat
P2) x x x 1.00 =
P2B x x x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
2 Pasang en#le pintu tanpa kun+i
P1 x x x 1.00 =
P2 x x x 1.00 =P1 x x x 2.00 =
P2 x x x 2.00 =
$ Pasang kun+i tana !iasa
P2) x x x 1.00 =
P2B x x x 1.00 =
P$) x x x $.00 =
P$B x x x 1.00 =
4 Pasang
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
9en#ela ati 4.$5 x x x .00 =
kusen BV .(4 x x x 16.00 =
10 Pasang glass !lo+k3% x x x 12.00 =
11 Pasang roster !lo+k
3% x x x 12.00 =
I) PEKERJAAN LANTAI * DINDING
1 Pasang lantai keraik ukuran 40 x 40 +" ex. ;oan
;. 3% 5.70 x 17.5 x x 1.00 =
5.70 x 14.$5 x x 1.00 =
1.5 x $.50 x x 1.00 =3% 4.10 x $.60 x x 1.00 =
2 Pasang lantai keraik 3% ukuran 20 x 20 +" ex. ;oan
3D;ED; P;E) 2.5 x 1.10 x x 1.00 =
3%/ P;E)1 1.21 x 1.10 x x 1.00 =
3%/ P;E)2 1.$0 x 1.$$ x x 1.00 =
3D;ED; )FE) 2.5 x 1.10 x x 1.00 =
3%/ )FE)1 1.21 x 1.10 x x 1.00 =
3%/ )FE)2 1.$0 x 1.$$ x x 1.00 =
$ Pasang #in#ing keraik ukuran 20 x $0 +" ex. ;oan
3D;ED; P;E) 5.25 x x 1.50 x 1.00 =
3%/ P;E)1 $.(2 x x 1.50 x 1.00 =
3%/ P;E)2 4.56 x x 1.50 x 1.00 =
3D;ED; )FE) 5.25 x x 1.50 x 1.00 =
3%/ )FE)1 $.($ x x 1.50 x 1.00 =
3%/ )FE)2 4.56 x x 1.50 x 1.00 =
4 Pasang 3eraik angga" ex. ;oan
anak tangga 1.50 x x 0.20 x 2$.00 =
1.50 x 0.40 x x 2$.00 =
!or#es 1.$5 x $.10 x x 1.00 =
) PEKERJAAN PENGECATAN
1 Penge+atan te!ok luar >1 lapis +at #asar" 2 lapis +at penutup?
8 )s. $ $5.00 x x 2.50 x 2.00 =
)s. ) & 3 5.50 x x 2.50 x 2.00 =
)s. *" & - 4.00 x x 2.50 x $.00 =
pas. !ata ringan area 3%/ $.50 x x 2.50 x 1.00 =
$.50 x x $.50 x 1.00 =
3olo 0.60 x 0.40 x 2.50 x 22.00 =
alas sisi #ala kusen BV 6.(0 x 0.15 x x 7.00 =
alas sisi #ala kusen P2) 5.60 x 0.15 x x 1.00 =
alas sisi #alakusen P2B 5.60 x 0.15 x x 1.00 =
alas sisi #ala kusen P$) 5.60 x 0.15 x x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
)s. *" & - 4.00 x x $.50 x $.00 =
pas. !ata ringan area 3%/ 1.45 x x $.0 x 4.00 =
2.75 x x $.0 x 4.00 =
$.50 x x $.0 x 6.00 =alas sisi #ala kusen BV 6.(0 x 0.15 x x 7.00 =
alas sisi #ala kusen P2) 5.60 x 0.15 x x 1.00 =
alas sisi #alakusen P2B 5.60 x 0.15 x x 1.00 =
alas sisi #ala kusen P$) 5.60 x 0.15 x x 1.00 =
alas sisi #ala kusen P$B 5.60 x 0.15 x x 1.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
lu!ang kusen P2) x 0.70 x 2.45 x 1.00 =
lu!ang kusen P2B x 0.70 x 2.45 x 1.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 6.00 =
lu!ang kusen P$) x 0.70 x 2.45 x 2.00 =
$ Penge+atan #in#ing partisi luar >1 lapis +at #asar" 2 lapis +at penutup?
8 Partisi )s. 1 $.10 x x 2.65 x 2.00 =
Partisi )s. 2 10.50 x x $.60 x 2.00 =
Partisi )s. B & 5.50 x x $.50 x $.00 =
Partisi )s. & < 4.00 x x $.50 x $.00 =
lu!ang kusen P1 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P2 x 1.4 x 1.60 x 2.00 =x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P1 x 0.(2 x 1.60 x 2.00 =
lu!ang kusen 1 x 2.40 x 1.60 x 4.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
4 Penge+atan #in#ing partisi #ala >1 lapis +at #asar" 2 lapis +at penutup?
8 Partisi )s. 1 $.10 x x 2.65 x 2.00 =
Partisi )s. 2 10.50 x x $.60 x 2.00 =
Partisi )s. B & 5.50 x x $.50 x $.00 =Partisi )s. & < 4.00 x x $.50 x $.00 =
lu!ang kusen P1 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P2 x 1.4 x 1.60 x 2.00 =
x 0.(2 x 2.45 x 2.00 =
lu!ang kusen P1 x 0.(2 x 1.60 x 2.00 =
lu!ang kusen 1 x 2.40 x 1.60 x 4.00 =
lu!ang kusen BV x $.00 x 0.45 x .00 =
5 Penge+etan plin keraik #ari +at
r. uk 15.(0 x x x 4.00 =
;. 3%1 16.00 x x x 2.00 =
;. 3%2 1.40 x x x 2.00 =
;. 3%$ 1(.00 x x x 2.00 =
3ori#or 5(.50 x x x 1.00 =
anak tangga 0.46 x x x 2$.00 =
!or#es 6.20 x x x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
lantai /3% 4.$5 x $.60 x x 2.00 =
#in#ing /3% 15.(0 x x 1.50 x 2.00 =
)I PEKERJAAN INSTALASI LISTRIK
1 Enstalasi top kontak lantai $
;. 3% x x x .00 =
3%/ x x x 2.00 =
2 Enstalasi aklar lantai $
;. 3% x x x .00 =
3%/ x x x 6.00 =
kori#or x x x $.00 =
tangga x x x 4.00 =
$ Enstalasi penerangan lantai $
;. 3% x x x 16.00 =
kori#or x x x 10.00 =
tangga x x x 2.00 =
3%/ x x x 6.00 =
4 Peasangan top 3ontak
;. 3% x x x .00 =
3%/ x x x 2.00 =
5 Peasangan aklar unggal
tangga x x x 1.00 =
3%/ x x x 6.00 =
6 Peasangan aklar -an#a
;. 3% x x x .00 =
tangga x x x $.00 =
kori#or x x x $.00 =
7 Pasang lapu ;% 2x40
;. 3% x x x 16.00 =
kori#or x x x 10.00 =
tangga x x x 2.00 =
3%/ x x x 1.00 =
Pasang lapu ' 1 att
3%/ x x x 6.00 =
( Peasangan ekering 2 -roup
x x x 1.00 =
)II PEKERJAAN AIR (ERSIH
1 Pasang pipa PV tipe ) >wa,in? A 1/2
3%/ 6.00 x x x 4.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
D LANTAI & ATAP
I PEKERJAAN DINDING
1 Pasangan !ata ringan te!al 10 +" ex. iti+on
8 pasangan !ata ringan $.0 x x $.00 x 2.00 =
6.00 x x $.00 x 2.00 =
lu!ang kusen P)1 x 0.0 x 2.00 x 1.00 =
II PEKERJAAN PLESTERAN
1 Plesteran
, pagar #in#ing !eton 2(.$0 x x 0.(5 x 4.00 =
2(.$0 x 0.15 x x 4.00 =6.00 x x 0.(5 x 2.00 =
6.00 x 0.15 x x 2.00 =
ruang tangga 6.00 x x $.00 x 4.00 =
$.0 x x $.00 x 4.00 =
& lu!ang kusen P)1 x 0.0 x 2.00 x 2.00 =
2 Benangan
!enangan su#ut kolo r. tangga atap x x $.00 x .00 =
!enagan #in#ing pagar 2(.$0 x x x .00 =6.00 x x x .00 =
tali air kusen P)1 4.0 x x x 2.00 =
III PEKERJAAN (ETON
1 3olo Praktis 15/20" !eton 3 175
)rea tangga atap 0.20 x 0.15 x $.00 x .00 =
2 ;ing !alok praktis 15/20" !eton 3 175
)rea tangga atap 6.00 x 0.15 x 0.20 x 2.00 =$.0 x 0.15 x 0.20 x 2.00 =
$ Balok kusen 15/20" !eton 3 175
)rea tangga atap 1.00 x 0.15 x 0.20 x 1.00 =
4 in#ing !eton !ertulang te!al 10 +" !eton 3 225
pagar 2(.$0 x 0.10 x 0.(5 x 2.00 =
6.00 x 0.10 x 0.(5 x 2.00 =
IV PEKERJAAN PENUTUP ATAP
1 Pasang atap rangka pipa
atap utaa >ruang tangga atap? 5.65 x 7.50 x x 1.00 =
2 Pasang atap span#ex
atap utaa >ruang tangga atap? 5.65 x 7.50 x x 1.00 =
V PEKERJAAN LANGIT & LANGIT
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
x x x 1.00 =
VIII PEKERJAAN KUNCI * KACA
1 Pasang kun+i ge!ok
r. tangga atap x x x 1.00 =
2 Pasang engsel pintu !esi
r. tangga atap x x x 1.00 =
I) PEKERJAAN PENGECATAN
1 Penge+atan te!ok luar >1 lapis +at #asar" 2 lapis +at penutup?
8 pasangan !ata era $.50 x x $.00 x 1.00 =
5.50 x x $.00 x 1.00 =
lu!ang kusen P)1 x 0.0 x 2.00 x 1.00 =
2 Penge+atan te!ok #ala >1 lapis +at #asar" 2 lapis +at penutup?
8 pasangan !ata era $.50 x x $.00 x 1.00 =
5.50 x x $.00 x 1.00 =
lu!ang kusen P)1 x 0.0 x 2.00 x 1.00 =
$ Penge+atan plafon >1 lapis +at #asar" 2 lapis +at penutup?
;. angga )tap 5.50 x $.50 x x 1.00 =
4 Penge+etan list plafon
;. angga )tap 5.50 x $.50 x x 1.00 =
5 Peker9aan waterprooGng e!ran
lantai atap 5.50 x 14.00 x x 1.00 =
5.50 x 17.50 x x 1.00 =
#in#ing pagar atap 5.50 x 14.00 x 0.50 x 1.00 =
5.50 x 17.50 x 0.50 x 1.00 =
) PEKERJAAN INSTALASI LISTRIK
1 Enstalasi top kontak lantai atap
tangga x x x 1.00 =
2 Enstalasi aklar lantai atap
tangga x x x 1.00 =
$ Enstalasi penerangan lantai atap
tangga x x x 2.00 =
luar tangga x x x 2.00 =
4 Peasangan top 3ontak
tangga x x x 1.00 =
5 Peasangan aklar -an#a
tangga x x x 1.00 =
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No. URAIAN JENIS PEKERJAANDASAR PERHITUNGAN VOLU
Panjang x Lebar x Tngg x J!"#a$ %
#ari tan#on enu9u 3%/ 6.00 x x x 1.00 =
5 Pasang tan#on air stainless V = 1.0 $
penapungan air x x x 1.00 =
)II PEKERJAAN AIR KOTOR
1 Pasang talang #atar
atap utaa >ruang tangga atap? 5.65 x x x 2.00 =
6.15 x x x 2.00 =
2 Pasang pipa PV tipe ) A $
#ari talang 6.00 x x x 6.00 =
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RENCANA ANGGARAN BIAYA
PROYEK : GEDUNG STUDENT CENTRE
PEKERJAAN : PEMBANGUNAN GEDUNG STUDENT CENTRE KAMPUS III UMM
LOKASI : UNIVERSITAS MUHAMMADIYAH MALANG
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Page 5$ of 64
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
A PEKERJAAN LANTAI - 1
I PEKERJAAN PERSIAPAN
1 Pagar sementara dari seng gelombang, tinggi 2 meter #REF! m1 Rp 185,000.00 #REF! Rp 135,000.00 #REF!
2 Pengukuran dan pemasangan bouplank 11".00 m1 Rp 15,000.00 Rp 1",55,000.00 Rp 12,000.00 Rp 1,3$,000.00
3 Pembuatan kantor sementara, dan gudang 0.00 m2 Rp 350,000.00 Rp 1,000,000.00 Rp 250,000.00 Rp 10,000,000.00
%embersi&kan lapangan ' (okasi 1$$.00 m2 Rp 15,000.00 Rp 2,$0,000.00 Rp 5,000.00 Rp 8,320,000.00
5 )ongkar pa*ing e+isting 2"0.00 m2 Rp 15,000.00 Rp ,050,000.00 Rp 5,000.00 Rp 1,350,000.00
$ Pasang aring pengaman'pelindung #REF! ls Rp 5,000,000.00 #REF! Rp 5,000,000.00 #REF!
" -perasional Pomp on/rete #REF! ls Rp 20,000,000.00 #REF! #REF!
8 %ob de mob lat berat E+/a*ator 1.00 ls Rp 10,000,000.00 Rp 10,000,000.00 Rp $,000,000.00 Rp $,000,000.00
SUB TOTAL - I #REF! SUB TOTAL - I #REF!
II PEKERJAAN TANAH
1 832.00 m3 Rp $0,000.00 Rp ,20,000.00 Rp 5,000.00 Rp 3",0,000.00
2 alian Pondasi umuran 80/m 11.00 m1 Rp 300,000.00 Rp 2,300,000.00 Rp 1"5,000.00 Rp 2,$"5,000.00
3 alian tana& keras berbatu untuk pondasi setempat 10.$ m3 Rp "5,000.00 Rp ",83,800.00 Rp 5,000.00 Rp ,"00,880.00
alian tana& keras berbatu untuk pasangan batu kali #REF! m3 Rp "5,000.00 #REF! Rp 5,000.00 #REF!
5 4rugan kembali 31.3 m3 Rp 25,000.00 Rp "83,80.00 Rp 15,000.00 Rp "0,088.00
$ )uang ana& E+. alian 11$".$0 m3 Rp 25,000.00 Rp 2,10,000.00 Rp 15,000.00 Rp 1",51,000.00
" Pemadatan tana& 3".$1 m3 Rp 25,000.00 Rp 0,1"$.00 Rp 25,000.00 Rp 0,1"$.00
8 4rugan pasir 53.$3 m3 Rp 135,000.00 Rp ",20,050.00 Rp 115,000.00 Rp $,1$",50.00
SUB TOTAL - II #REF! SUB TOTAL - II #REF!
III PEKERJAAN PONDASI
1 Pasang pondasi batu kali 53.3 m3 Rp 500,000.00 Rp 2$,$,000.00 Rp "5,000.00 Rp 25,$15,800.00
2 Pasang pondasi batu kosong 10.11 m3 Rp 285,000.00 Rp 2,881,""".50 Rp 285,000.00 Rp 2,881,""".50
3 Pasangan batu kali untuk tangga masuk gedung 1.00 alan Rp 2,500,000.00 Rp 2,500,000.00 Rp 2,000,000.00 Rp 2,000,000.00
SUB TOTAL - III Rp 2"$$$.% SUB TOTAL - III Rp %"&$$$.%
IV PEKERJAAN DINDING
1 Pasangan bata ringan tebal 10 /m, e+. iti/on 5."$ m2 Rp 185,000.00 Rp 11,055,822.00 Rp 185,000.00 Rp 11,055,822.00
2 Pasang inding Partisi 6psum Rangka 7ollo 105.31 m2 Rp 1$5,000.00 Rp 1",3"5,820.00 Rp 1$5,000.00 Rp 1",3"5,820.00SUB TOTAL - IV Rp 2'"1("2.%% SUB TOTAL - IV Rp 2'"1("2.%%
V PEKERJAAN PLESTERAN
1 Plesteran /i $"".1 m2 Rp 5,000.00 Rp 30,83,50.00 Rp 35,000.00 Rp 23,"0,350.00
2 )enangan $".22 m1 Rp 20,000.00 Rp 13,,00.00 Rp 15,000.00 Rp 10,58,300.00
SUB TOTAL - V Rp """2$'%.%% SUB TOTAL - V Rp "1($(%.%%
VI PEKERJAAN BETON
1 Rabatan (antai kera 23."8 m3 Rp 1,"50,000.00 Rp 1,$13,250.00 Rp 00,000.00 Rp 21,01,100.00
2 umuran 9 80/m, beton : 300 .21 m3 Rp 3,"50,000.00 Rp 1$5,"2,000.00 Rp 3,$00,000.00 Rp 15,1$0,320.00
3 Pondasi plat setempat 120+120+30, beton : 300 .50 m3 Rp 3,"50,000.00 Rp 35,$0,000.00 Rp 3,$00,000.00 Rp 3,21,00.00
Pondasi plat tangga 1"5+80+20, beton : 300 0.28 m3 Rp 3,"50,000.00 Rp 1,050,000.00 Rp 3,500,000.00 Rp 80,000.00
alian tana& keras berbatu untuk penurunan le*el bangunan operasi alat berate+/a*ator bego
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
5 lo;; struktur 20'35, beton : 300 .80 m3 Rp 3,"50,000.00 Rp 3$,"5,312.50 Rp 3,$00,000.00 Rp 35,2"5,500.00
$ :olom struktur 0'50 beton : 300 2 20 m3 Rp 100 000 00 Rp 220 000 00 Rp 3 800 000 00 Rp 1 $0 000 00
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$ :olom struktur 0'50, beton : 300 2.20 m3 Rp ,100,000.00 Rp ,220,000.00 Rp 3,800,000.00 Rp 1,$0,000.00
" )alok induk 30'50, beton : 300 $.0 m3 Rp ,100,000.00 Rp 28,2"","00.00 Rp 3,800,000.00 Rp 2$,208,$00.00
8 )alok induk 20'0, beton : 300 3.2 m3 Rp ,100,000.00 Rp 1$,0"2,000.00 Rp 3,800,000.00 Rp 1,8$,000.00
)alok anak 20'0, beton : 300 3.2 m3 Rp ,100,000.00 Rp 1$,0"2,000.00 Rp 3,800,000.00 Rp 1,8$,000.00
10 :olom Praktis 15'15, beton : 1"5 1.85 m3 Rp 3,00,000.00 Rp $,2"3,000.00 Rp 2,500,000.00 Rp ,$12,500.0011 Ring balok praktis 15'20, beton : 1"5 0.82 m3 Rp 3,00,000.00 Rp 2,",800.00 Rp 2,500,000.00 Rp 2,055,000.00
12 Plat lantai ' dag lantai tebal ? 12 /m, beton : 300 25."2 m3 Rp ,100,000.00 Rp 105,"1,2"0.00 Rp 3,800,000.00 Rp ","53,8$0.00
13 Plat tangga tebal 12 /m, beton : 300 2.$ m3 Rp ,100,000.00 Rp 10,83,0$5.00 Rp 3,800,000.00 Rp 10,0,$"0.00
1 )alok kusen 15'20, beton : 1"5 0.2 m3 Rp 3,300,000.00 Rp 3,0,200.00 Rp 2,500,000.00 Rp 2,310,000.00
15 Plat kanopi beton bertulang tebal 10 /m, beton : 1"5 1.8 m3 Rp 3,500,000.00 Rp $,,000.00 Rp 3,$00,000.00 Rp ",12,00.00
1$ inding beton bertulang untuk dinding tebal 15 /m, beton : 300 2." m3 Rp ,100,000.00 Rp 1"5,28,"50.00 Rp 3,$00,000.00 Rp 15,035,000.00
SUB TOTAL - VI Rp $12'("$.% SUB TOTAL - VI Rp ($(&%%.%%
VII PEKERJAAN LANGIT - LANGIT
1
(angit=langit g6psum board mm, tebal mm rangka &ollo
12.35 m2 Rp 15,000.00 Rp 2",80,"50.00 Rp 135,000.00 Rp 25,$",250.00
2 (ist langit=langit g6psum 1"0.30 m1 Rp 35,000.00 Rp 5,$0,500.00 Rp 25,000.00 Rp ,25",500.00
SUB TOTAL - VII Rp '12%.%% SUB TOTAL - VII Rp %22"$%.%%
VIII PEKERJAAN SANITASI
1 Pasang kloset ongkok, e+ toto .00 b& Rp 2,"50,000.00 Rp 11,000,000.00 Rp 1,500,000.00 Rp $,000,000.00
2 Pasang kran 9 1'2@ $.00 b& Rp 250,000.00 Rp 1,500,000.00 Rp 125,000.00 Rp "50,000.00
3 Pasang ;loor drain stainless steel $.00 b& Rp 1"5,000.00 Rp 1,050,000.00 Rp 125,000.00 Rp "50,000.00
SUB TOTAL - VIII Rp 1%%%%.%% SUB TOTAL - VIII Rp $%%%%%.%%
I) PEKERJAAN BESI DAN ALUMINIUM
1 Pasang :usen lluminium oklat, e+. indal 2.2 m1 Rp 125,000.00 Rp 30,530,000.00 Rp 110,000.00 Rp 2$,8$$,00.002 Pasang Pintu :a/a Rangka luminium oklat, e+. Andal $.00 unit Rp 2,100,000.00 Rp 12,$00,000.00 Rp 1,800,000.00 Rp 10,800,000.00
3 2.00 unit Rp 3,250,000.00 Rp $,500,000.00 Rp 3,250,000.00 Rp $,500,000.00
Pasang Pintu %elamin (apis r iplek luminium, Rangka luminium oklat, e+. Anda l .00 unit Rp 2,"50,000.00 Rp 11,000,000.00 Rp 2,"50,000.00 Rp 11,000,000.00
5 Pasang Bendela :a/a asman Rangka luminium oklat, e+. Andal 8.00 unit Rp 1,"50,000.00 Rp 1,000,000.00 Rp 00,000.00 Rp ",200,000.00
$ Railling angga )esi al*anis 92@ 8.80 m1 Rp $00,000.00 Rp 5,280,000.00 Rp 350,000.00 Rp 3,080,000.00
SUB TOTAL - I) Rp $&&1%%%%.%% SUB TOTAL - I) Rp (""("%%.%%
) PEKERJAAN KUNCI * KACA1 Pasang kun/i tanam tanpa &endle $.00 b& Rp 200,000.00 Rp 1,200,000.00 Rp 200,000.00 Rp 1,200,000.00
2 Pasang &endle pintu tanpa kun/i $.00 b& Rp 250,000.00 Rp 1,500,000.00 Rp 200,000.00 Rp 1,200,000.00
3 Pasang kun/i tanam kamar mandi $.00 b& Rp 125,000.00 Rp "50,000.00 Rp 125,000.00 Rp "50,000.00
Pasang 7idroli/ orma $.00 b& Rp 2,250,000.00 Rp 13,500,000.00 Rp 1,250,000.00 Rp ",500,000.00
5 Pasang engsel pintu aluminium 18.00 b& Rp $0,000.00 Rp 1,080,000.00 Rp $0,000.00 Rp 1,080,000.00
$ Pasang engsel endela asman 1$.00 b& Rp 85,000.00 Rp 1,3$0,000.00 Rp 85,000.00 Rp 1,3$0,000.00
" Pasang grendel endela 12.00 b& Rp $5,000.00 Rp "80,000.00 Rp $5,000.00 Rp "80,000.00
8 Pasang ka/a r6ben tea, tebal $ mm 55.3 m2 Rp 3"5,000.00 Rp 20,"$,00.00 Rp 250,000.00 Rp 13,8$,$00.00
Pasang silent kusen dan ka/a 35.52 m1 Rp 22,500.00 Rp ","",200.00 Rp 22,500.00 Rp ","",200.00
10 Pasang glass blo/k 12.00 b& Rp 5,000.00 Rp 50,000.00 Rp 35,000.00 Rp 20,000.00
Pasang Pintu %elamin (apis riplek luminium, :a/a ,Rangka luminium oklat, e+.Andal
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
11 Pasang roster blo/k 12.00 b& Rp 5,000.00 Rp 50,000.00 Rp 35,000.00 Rp 20,000.00
SUB TOTAL - ) Rp "& $&" 1%% %% SUB TOTAL - ) Rp ( % '%% %%
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SUB TOTAL ) Rp "&$&"1%%.%% SUB TOTAL ) Rp (%'%%.%%
)I PEKERJAAN LANTAI * DINDING
1 Pasang lantai keramik ukuran 0 + 0 /m, e+. roman 1"5.2$ m2 Rp 255,000.00 Rp ,$0,025.00 Rp 150,000.00 Rp 2$,288,250.00
2 Pasang lantai keramik :% ukuran 20 + 20 /m, e+. Roman 11."8 m2 Rp 2"5,000.00 Rp 3,238,812.50 Rp 1"5,000.00 Rp 2,0$1,0$2.50
3 Pasang dinding keramik ukuran 20 + 30 /m, e+. Roman 1.21 m2 Rp 25,000.00 Rp 12,155,"5.00 Rp 1"5,000.00 Rp ",210,8"5.00
Pasang :eramik angga, e+. Roman 2.8 m2 Rp 325,000.00 Rp 8,08",$25.00 Rp 1"5,000.00 Rp ,35,8"5.00
SUB TOTAL - )I Rp ('1$1&$.% SUB TOTAL - )I Rp &&1%(2.%
)II PEKERJAAN PENGECATAN
1 Penge/atan tembok luar e+. dulu+ i/i 3$."$ m2 Rp 3",500.00 Rp 13,8$5,812.50 Rp 3$,000.00 Rp 13,311,180.00
2 Penge/atan tembok dalam e+. atila+ $1.51 m2 Rp 32,500.00 Rp 1,,0"5.00 Rp 30,000.00 Rp 13,85,300.00
3 Penge/atan d inding partisi luar e+. dulu+ i/i 138.5$ m2 Rp 3",500.00 Rp 5,15,25.00 Rp 3",500.00 Rp 5,15,25.00
Penge/atan d inding partisi da lam e+. atila+ 138.5$ m2 Rp 32,500.00 Rp ,503,135.00 Rp 32,500.00 Rp ,503,135.00
5 Penge/etan plin keramik dari /at 2$.$8 m1 Rp 15,000.00 Rp 3,"00,200.00 Rp 12,000.00 Rp 2,$0,1$0.00
$ Penge/atan pla;on e+. dulu+ i/i 12.35 m2 Rp 3$,000.00 Rp $,2,$00.00 Rp 30,000.00 Rp 5,""0,500.00
" Penge/etan list pla;on, e+. dulu+ i/i 1"0.30 m1 Rp 13,500.00 Rp 2,2,050.00 Rp 12,500.00 Rp 2,128,"50.00
8 Penge/atan railling angga )esi al*anis 92@ 8.80 m1 Rp $5,000.00 Rp 5"2,000.00 Rp 35,000.00 Rp 308,000.00
Pekeraan aterproo;ing e+. ika 3$.2" m2 Rp 1"5,000.00 Rp $3,"",250.00 Rp 1"5,000.00 Rp $3,"",250.00
SUB TOTAL - )II Rp 11'%$%"$.% SUB TOTAL - )II Rp 111$$%2%%.%%)III PEKERJAAN LISTRIK
1 Anstalasi kabel ;eeders dari k& P(C ke panel (=1 "5.00 m1 Rp 15,000.00 Rp 1,$25,000.00 Rp 125,000.00 Rp ,3"5,000.00
2 Anstalasi top kontak lantai = 1 10.00 titik Rp 225,000.00 Rp 2,250,000.00 Rp 150,000.00 Rp 1,500,000.00
3 Anstalasi saklar kontak lantai = 1 21.00 titik Rp 225,000.00 Rp ,"25,000.00 Rp 150,000.00 Rp 3,150,000.00
Anstalasi penerangan lantai = 1 3.00 titik Rp 225,000.00 Rp ",$50,000.00 Rp 150,000.00 Rp 5,100,000.00
5 Anstalasi radar pompa air lantai = 1 1.00 titik Rp "50,000.00 Rp "50,000.00 Rp "50,000.00 Rp "50,000.00
$ Pemasangan top :ontak .00 titik Rp "5,000.00 Rp $"5,000.00 Rp $0,000.00 Rp 50,000.00
" Pemasangan aklar unggal ".00 titik Rp "5,000.00 Rp 525,000.00 Rp $0,000.00 Rp 20,000.00
8 Pemasangan aklar anda 1.00 titik Rp 85,000.00 Rp 1,10,000.00 Rp "5,000.00 Rp 1,050,000.00
Pemasangan lampu R% 2+0 2.00 titik Rp 50,000.00 Rp 13,050,000.00 Rp 325,000.00 Rp ,25,000.0010 Pemasangan lampu ( 18 Datt $.00 titik Rp 5,000.00 Rp 5"0,000.00 Rp 5,000.00 Rp 5"0,000.00
11 Pemasangan panel induk 1.00 unit Rp 5,250,000.00 Rp 5,250,000.00 Rp ,"00,000.00 Rp ,"00,000.00
12 Pemasangan ekering 2 roup 1.00 unit Rp 1,"50,000.00 Rp 1,"50,000.00 Rp 1,"50,000.00 Rp 1,"50,000.00
13 rounding penangkal petir, kedalaman 12.00 m 1.00 unit Rp 5,000,000.00 Rp 5,000,000.00 Rp ,000,000.00 Rp ,000,000.00
1 rounding listrik kedalaman $.00 m 1.00 unit Rp 3,000,000.00 Rp 3,000,000.00 Rp 3,000,000.00 Rp 3,000,000.00
SUB TOTAL - )III Rp (1%1%%%%.%% SUB TOTAL - )III Rp "%%%%.%%
)IV PEKERJAAN AIR BERSIH
1 Pasang pipa P tipe D 9 1'2@ 2.00 m1 Rp $0,000.00 Rp 1,0,000.00 Rp 55,000.00 Rp 1,320,000.00
2 Pasang pipa P tipe D 9 3'@ 2.00 m1 Rp 80,000.00 Rp 1,20,000.00 Rp "0,000.00 Rp 1,$80,000.00
3 Pasang pipa P tipe D 9 1@ 12.00 m1 Rp 105,000.00 Rp 1,2$0,000.00 Rp 85,000.00 Rp 1,020,000.00
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
Pasang pipa P tipe D 9 1G@ 12.00 m1 Rp 125,000.00 Rp 1,500,000.00 Rp 100,000.00 Rp 1,200,000.00
5 Pasang pompa air 1.00 b& Rp ,500,000.00 Rp ,500,000.00 Rp ,500,000.00 Rp ,500,000.00
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g p p p p p p
$ )uat bak mandi uk. 0.30+0.35+0.35 /m .00 b& Rp = Rp =
SUB TOTAL - )IV Rp 1%(2%%%%.%% SUB TOTAL - )IV Rp &$2%%%%.%%
)V PEKERJAAN AIR KOTOR
1 Pasang pipa P tipe D 9 3@ 15$.00 m1 Rp 215,000.00 Rp 33,50,000.00 Rp 105,000.00 Rp 1$,380,000.00
2 Pasang pipa P tipe D 9 @ $0.00 m1 Rp 25,000.00 Rp 1,"00,000.00 Rp 115,000.00 Rp $,00,000.00
3 )uat bak kontrol 50'50 2.00 b& Rp $50,000.00 Rp 15,$00,000.00 Rp 350,000.00 Rp 8,00,000.00
)uat septi/tank 1.00 b& Rp 5,500,000.00 Rp 5,500,000.00 Rp 5,500,000.00 Rp 5,500,000.00
5 )uat resapan 1.00 b& Rp ,500,000.00 Rp ,500,000.00 Rp ,500,000.00 Rp ,500,000.00
SUB TOTAL - )V Rp $'"%%%%.%% SUB TOTAL - )V Rp "1('%%%%.%%
B PEKERJAAN LANTAI - 2
I PEKERJAAN TANAH
1 4rugan pasir 25."2 m3 Rp 12,000.00 Rp 3,$52,0".0 Rp 12,000.00 Rp 3,$52,0".0
SUB TOTAL - I Rp (2&%$."% SUB TOTAL - I Rp (2&%$."%
I I PEKERJAAN DINDING
1 Pasangan bata ringan tebal 10 /m, e+. iti/on 253.0 m2 Rp 15,000.00 Rp ,352,550.00 Rp 15,000.00 Rp ,352,550.00
2 Pasang inding Partisi 6psum Rangka 7ollo 12.3 m2 Rp 1"5,000.00 Rp 21,8$2,00.00 Rp 1"5,000.00 Rp 21,8$2,00.00
SUB TOTAL - II Rp $121"&%.%% SUB TOTAL - II Rp $121"&%.%%
III PEKERJAAN PLESTERAN
1 Plesteran /i $2.12 m2 Rp 50,000.00 Rp 32,105,"50.00 Rp 50,000.00 Rp 32,105,"50.00
2 )enangan 80".$2 m1 Rp 22,000.00 Rp 1","$",$0.00 Rp 22,000.00 Rp 1","$",$0.00
SUB TOTAL - III Rp "&'$&%.%% SUB TOTAL - III Rp "&'$&%.%%
IV PEKERJAAN BETON1 :olom struktur 0'50, beton : 300 1".$0 m3 Rp ,300,000.00 Rp "5,$80,000.00 Rp 3,800,000.00 Rp $$,880,000.00
2 )alok induk 30'50, beton : 300 $.0 m3 Rp ,300,000.00 Rp 2,$5",100.00 Rp 3,800,000.00 Rp 2$,208,$00.00
3 )alok anak 20'0, beton : 300 3.2 m3 Rp ,300,000.00 Rp 1$,85$,000.00 Rp 3,800,000.00 Rp 1,8$,000.00
:olom Praktis 15'15, beton : 1"5 1.85 m3 Rp 3,00,000.00 Rp $,2"3,000.00 Rp 2,500,000.00 Rp ,$12,500.00
5 Ring balok praktis 15'20, beton : 1"5 0.82 m3 Rp 3,00,000.00 Rp 2,",800.00 Rp 2,500,000.00 Rp 2,055,000.00
$ Plat lantai ' dag lantai tebal ? 12 /m, beton : 300 25."2 m3 Rp ,300,000.00 Rp 110,$1$,210.00 Rp 3,800,000.00 Rp ","53,8$0.00
" Plat tangga tebal 12 /m, beton : 300 2.$ m3 Rp ,300,000.00 Rp 11,3"1,5.00 Rp 3,800,000.00 Rp 10,0,$"0.00
8 )alok kusen 15'20, beton : 1"5 0.2 m3 Rp 3,00,000.00 Rp 3,11,$00.00 Rp 2,500,000.00 Rp 2,310,000.00
Plat kanopi beton bertulang tebal 10 /m, beton : 1"5 1.8 m3 Rp 3,$00,000.00 Rp ",12,00.00 Rp 2,500,000.00 Rp ,$0,000.00
10 inding beton bertulang untuk pagar tebal 10 /m, beton : 225 1.33 m3 Rp 3,50,000.00 Rp 5,253,500.00 Rp 3,$00,000.00 Rp ,"88,000.00
11 (istplank'anggutan beton bertulang tebal 10 /m, beton : 300 .$0 m3 Rp ,300,000.00 Rp 1,"$2,800.00 Rp 3,$00,000.00 Rp 1$,55,$00.00
SUB TOTAL - IV Rp 2''"&"%.%% SUB TOTAL - IV Rp 21%&2%.%%
V PEKERJAAN LANGIT - LANGIT
1(angit=langit g6psum board mm, tebal mm rangka &ollo
12.35 m2 Rp 155,000.00 Rp 2,81,250.00 Rp 15,000.00 Rp 2",80,"50.00
2 (ist langit=langit g6psum 1"0.30 m1 Rp 35,000.00 Rp 5,$0,500.00 Rp 35,000.00 Rp 5,$0,500.00
SUB TOTAL - V Rp $$"$%.%% SUB TOTAL - V Rp '12%.%%
VI PEKERJAAN SANITASI
1 Pasang kloset ongkok, e+ toto .00 b& Rp 2,"50,000.00 Rp 11,000,000.00 Rp 1,500,000.00 Rp $,000,000.00
2 Pasang kran 9 1'2@ $.00 b& Rp 250,000.00 Rp 1,500,000.00 Rp 250,000.00 Rp 1,500,000.00
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
3 Pasang ;loor drain stainless steel $.00 b& Rp 1"5,000.00 Rp 1,050,000.00 Rp 1"5,000.00 Rp 1,050,000.00
SUB TOTAL - VI Rp 1%%%%.%% SUB TOTAL - VI Rp '%%%%.%%
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VII PEKERJAAN BESI DAN ALUMINIUM
1 Pasang :usen lluminium oklat, e+. Andal 2.2 m1 Rp 125,000.00 Rp 30,530,000.00 Rp 125,000.00 Rp 30,530,000.00
2 Pasang Pintu :a/a Rangka luminium oklat $.00 unit Rp 2,100,000.00 Rp 12,$00,000.00 Rp 2,100,000.00 Rp 12,$00,000.00
3 2.00 unit Rp 3,250,000.00 Rp $,500,000.00 Rp 3,250,000.00 Rp $,500,000.00
Pasang Pintu %elamin (apis r iplek lumin ium, Rangka luminium oklat, e+. Andal .00 unit Rp 2,"50,000.00 Rp 11,000,000.00 Rp 2,"50,000.00 Rp 11,000,000.00
5 Pasang Bendela :a/a asman Rangka luminium oklat, e+. Andal 8.00 unit Rp 1,"50,000.00 Rp 1,000,000.00 Rp 1,"50,000.00 Rp 1,000,000.00
$ Railling angga )esi al*anis 92@ 8.80 m1 Rp $00,000.00 Rp 5,280,000.00 Rp $00,000.00 Rp 5,280,000.00
SUB TOTAL - VII Rp $&&1%%%%.%% SUB TOTAL - VII Rp $&&1%%%%.%%
VIII PEKERJAAN KUNCI * KACA
1 Pasang kun/i tanam tanpa &endle $.00 b& Rp 200,000.00 Rp 1,200,000.00 Rp 200,000.00 Rp 1,200,000.002 Pasang &endle pintu tanpa kun/i $.00 b& Rp 250,000.00 Rp 1,500,000.00 Rp 250,000.00 Rp 1,500,000.00
3 Pasang kun/i tanam biasa $.00 b& Rp 125,000.00 Rp "50,000.00 Rp 125,000.00 Rp "50,000.00
Pasang 7idroli/ orma $.00 b& Rp 2,250,000.00 Rp 13,500,000.00 Rp 2,250,000.00 Rp 13,500,000.00
5 Pasang engsel pintu aluminium 18.00 b& Rp $0,000.00 Rp 1,080,000.00 Rp $0,000.00 Rp 1,080,000.00
$ Pasang engsel endela asman 1$.00 b& Rp 85,000.00 Rp 1,3$0,000.00 Rp 85,000.00 Rp 1,3$0,000.00
" Pasang grendel endela 12.00 b& Rp $5,000.00 Rp "80,000.00 Rp $5,000.00 Rp "80,000.00
8 Pasang ka/a r6ben tea, tebal $ mm 55.3 m2 Rp 3"5,000.00 Rp 20,"$,00.00 Rp 3"5,000.00 Rp 20,"$,00.00
Pasang silent kusen dan ka/a 35.52 m1 Rp 22,500.00 Rp ","",200.00 Rp 22,500.00 Rp ","",200.00
10 Pasang glass blo/k 12.00 b& Rp 5,000.00 Rp 50,000.00 Rp 5,000.00 Rp 50,000.00
11 Pasang roster blo/k 12.00 b& Rp 5,000.00 Rp 50,000.00 Rp 5,000.00 Rp 50,000.00
SUB TOTAL - VIII Rp "&$&"1%%.%% SUB TOTAL - VIII Rp "&$&"1%%.%%
I) PEKERJAAN LANTAI * DINDING
1 Pasang lantai keramik ukuran 0 + 0 /m, e+. roman 1"5.2$ m2 Rp 2$5,000.00 Rp $,2,5"5.00 Rp 205,000.00 Rp 35,2",2"5.00
2 Pasang lantai keramik :% ukuran 20 + 20 /m, e+. roman 11."8 m2 Rp 285,000.00 Rp 3,35$,58".50 Rp 220,000.00 Rp 2,51,050.00
3 Pasang dinding keramik ukuran 20 + 30 /m, e+. Roman 1.21 m2 Rp 305,000.00 Rp 12,5$",525.00 Rp 235,000.00 Rp ,$83,1"5.00
Pasang :eramik angga, e+. Roman 2.8 m2 Rp 335,000.00 Rp 8,33$,"5.00 Rp 2$0,000.00 Rp $,"0,100.00
SUB TOTAL - I) Rp $%$%1(2.% SUB TOTAL - I) Rp "($1(%%.%%
) PEKERJAAN PENGECATAN
1 Penge/atan tembok luar , e+. dulu+ i/i 1.02 m2 Rp 38,500.00 Rp 15,3,""0.00 Rp 3$,000.00 Rp 1,0,"20.00
2 Penge/atan tembok dalam , e+. atila+ 332.80 m2 Rp 31,500.00 Rp 10,83,02.50 Rp 32,500.00 Rp 10,815,83".50
3 Penge/atan d inding partisi luar e+. dulu+ i/i 150.08 m2 Rp 38,500.00 Rp 5,""8,003.00 Rp 38,500.00 Rp 5,""8,003.00
Penge/atan d inding partisi da lam , e+. atila+ 150.08 m2 Rp 33,500.00 Rp 5,02",$13.00 Rp 33,500.00 Rp 5,02",$13.00
5 Penge/etan plin keramik dari /at 2$.$8 m1 Rp 15,000.00 Rp 3,"00,200.00 Rp 15,000.00 Rp 3,"00,200.00
$ Penge/atan pla;on , e+. dulu+ i/i 12.35 m2 Rp 35,000.00 Rp $,"32,250.00 Rp 35,000.00 Rp $,"32,250.00
Pasang Pintu %elamin (apis riplek luminium, :a/a ,Rangka luminium oklat, e+.
Andal
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
" Penge/etan list pla;on, e+. dulu+ i/i 1"0.30 m1 Rp 13,500.00 Rp 2,2,050.00 Rp 12,500.00 Rp 2,128,"50.00
8 Penge/atan railling angga )esi al*anis 92@ 8.80 m1 Rp $5,000.00 Rp 5"2,000.00 Rp $5,000.00 Rp 5"2,000.00
P k ;i ik " 02 2 R 1"5 000 00 R 13 828 500 00 R 1"5 000 00 R 13 828 500 00
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Pekeraan aterproo;ing e+. ika ".02 m2 Rp 1"5,000.00 Rp 13,828,500.00 Rp 1"5,000.00 Rp 13,828,500.00
SUB TOTAL - ) Rp ("(%"2'.% SUB TOTAL - ) Rp ("'$'$.%
)I PEKERJAAN LISTRIK
1 Anstalasi top kontak lantai = 2 10.00 titik Rp 225,000.00 Rp 2,250,000.00 Rp 150,000.00 Rp 1,500,000.00
2 Anstalasi saklar kontak lantai = 2 21.00 titik Rp 225,000.00 Rp ,"25,000.00 Rp 150,000.00 Rp 3,150,000.00
3 Anstalasi penerangan lantai = 2 3.00 titik Rp 225,000.00 Rp ",$50,000.00 Rp 150,000.00 Rp 5,100,000.00
Pemasangan top :ontak 10.00 titik Rp "5,000.00 Rp "50,000.00 Rp $0,000.00 Rp $00,000.00
5 Pemasangan aklar unggal 3.00 titik Rp "5,000.00 Rp 225,000.00 Rp $0,000.00 Rp 180,000.00
$ Pemasangan aklar anda 1.00 titik Rp 85,000.00 Rp 1,10,000.00 Rp "5,000.00 Rp 1,050,000.00
" Pemasangan lampu R% 2+0 2.00 titik Rp 50,000.00 Rp 13,050,000.00 Rp 325,000.00 Rp ,25,000.00
8 Pemasangan lampu ( 18 Datt $.00 titik Rp 5,000.00 Rp 5"0,000.00 Rp 5,000.00 Rp 5"0,000.00
Pemasangan ekering 2 roup 1.00 unit Rp 1,"50,000.00 Rp 1,"50,000.00 Rp 1,"50,000.00 Rp 1,"50,000.00
SUB TOTAL - )I Rp 21(%%%%.%% SUB TOTAL - )I Rp 22%%%.%%
)II PEKERJAAN AIR BERSIH
1 Pasang pipa P tipe D 9 1'2@ 2.00 m1 Rp $0,000.00 Rp 1,0,000.00 Rp 55,000.00 Rp 1,320,000.00
2 Pasang pipa P tipe D 9 3'@ 2.00 m1 Rp 80,000.00 Rp 1,20,000.00 Rp "0,000.00 Rp 1,$80,000.00
3 Pasang pipa P tipe D 9 1@ 12.00 m1 Rp 105,000.00 Rp 1,2$0,000.00 Rp 85,000.00 Rp 1,020,000.00
Pasang pipa P tipe D 9 1G@ 12.00 m1 Rp 125,000.00 Rp 1,500,000.00 Rp 100,000.00 Rp 1,200,000.00
5 )uat bak mandi uk. 0.30+0.35+0.35 /m .00 b& Rp 250,000.00 Rp 1,000,000.00 Rp 250,000.00 Rp 1,000,000.00
SUB TOTAL - )II Rp $12%%%%.%% SUB TOTAL - )II Rp (22%%%%.%%
)III PEKERJAAN AIR KOTOR
1 Pasang pipa P tipe D 9 3@ 15$.00 m1 Rp 215,000.00 Rp 33,50,000.00 Rp 105,000.00 Rp 1$,380,000.00
2 Pasang pipa P tipe D 9 @ 2.00 m1 Rp 25,000.00 Rp 5,880,000.00 Rp 115,000.00 Rp 2,"$0,000.00
SUB TOTAL - )III Rp &"2%%%%.%% SUB TOTAL - )III Rp 1&1"%%%%.%%
C PEKERJAAN LANTAI -
I PEKERJAAN TANAH
1 4rugan pasir 28.$ m3 Rp 1",500.00 Rp ,223,"0$."5 Rp 1",500.00 Rp ,223,"0$."5
SUB TOTAL - I Rp "22$%(.$ SUB TOTAL - Rp "22$%(.$
I I PEKERJAAN DINDING
1 Pasangan bata ringan tebal 10 /m, e+. iti/on 253.0 m2 Rp 205,000.00 Rp 51,883,50.00 Rp 205,000.00 Rp 51,883,50.00
2 Pasang inding Partisi 6psum Rangka 7ollo 11.0 m2 Rp 185,000.00 Rp 22,022,030.00 Rp 185,000.00 Rp 22,022,030.00
SUB TOTAL - II Rp $&%"'%.%% SUB TOTAL - II Rp $&%"'%.%%
III PEKERJAAN PLESTERAN
1 Plesteran /i $2.12 m2 Rp 55,000.00 Rp 35,31$,325.00 Rp 55,000.00 Rp 35,31$,325.00
2 )enangan "80.02 m1 Rp 25,000.00 Rp 1,500,500.00 Rp 25,000.00 Rp 1,500,500.00
SUB TOTAL - III Rp "'1('2.%% SUB TOTAL - III Rp 5,81$,825.00
IV PEKERJAAN BETON
1 :olom struktur 0'$0, beton : 300 1".$0 m3 Rp ,00,000.00 Rp "",0,000.00 Rp 3,800,000.00 Rp $$,880,000.00
2 )alok induk 30'50, beton : 300 $.0 m3 Rp ,00,000.00 Rp 30,3$,800.00 Rp 3,800,000.00 Rp 2$,208,$00.00
3 )alok induk 20'0, beton : 300 3.2 m3 Rp ,00,000.00 Rp 1",28,000.00 Rp 3,800,000.00 Rp 1,8$,000.00
)alok anak 20'0, beton : 300 3.2 m3 Rp ,00,000.00 Rp 1",28,000.00 Rp 3,800,000.00 Rp 1,8$,000.00
5 :olom Praktis 15'15, beton : 1"5 1.85 m3 Rp 3,$00,000.00 Rp $,$2,000.00 Rp 2,500,000.00 Rp ,$12,500.00
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
$ Ring balok praktis 15'20, beton : 1"5 0.82 m3 Rp 3,$00,000.00 Rp 2,5,200.00 Rp 2,500,000.00 Rp 2,055,000.00
" Plat atap ' dag atap tebal ? 12 /m, beton : 225 25."2 m3 Rp ,00,000.00 Rp 113,188,$80.00 Rp 3,$00,000.00 Rp 2,$08,20.00
8 Plat tangga tebal 12 /m beton : 225 2 $ m3 Rp 00 000 00 Rp 11 $3$ $0 00 Rp 2 800 000 00 Rp " 05 020 00
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8 Plat tangga tebal 12 /m, beton : 225 2.$ m3 Rp ,00,000.00 Rp 11,$3$,$0.00 Rp 2,800,000.00 Rp ",05,020.00
)alok kusen 15'20, beton : 1"5 0.2 m3 Rp 3,$00,000.00 Rp 3,32$,00.00 Rp 2,500,000.00 Rp 2,310,000.00
10 Plat kanopi beton bertulang tebal 10 /m, beton : 1"5 1.8 m3 Rp 3,"00,000.00 Rp ",30,800.00 Rp 2,500,000.00 Rp ,$0,000.00
11 inding beton bertulang untuk pagar tebal 10 /m, beton : 225 1.33 m3 Rp ,050,000.00 Rp 5,38$,500.00 Rp 3,$00,000.00 Rp ,"88,000.0012 (istplank'anggutan beton bertulang tebal 10 /m, beton : 300 .$0 m3 Rp ,00,000.00 Rp 20,222,00.00 Rp 3,800,000.00 Rp 1",$,800.00
SUB TOTAL - IV Rp 12&'2"%.%% SUB TOTAL - IV Rp 2&%'"'"%.%%
V PEKERJAAN LANGIT - LANGIT
1(angit=langit g6psum board mm, tebal mm rangka &ollo
12.35 m2 Rp 1$5,000.00 Rp 31,"3","50.00 Rp 1$5,000.00 Rp 31,"3","50.00
2 (ist langit=langit g6psum 1"0.30 m1 Rp 35,000.00 Rp 5,$0,500.00 Rp 35,000.00 Rp 5,$0,500.00
SUB TOTAL - V Rp $(&'2%.%% SUB TOTAL - V Rp $(&'2%.%%
VI PEKERJAAN SANITASI
1 Pasang kloset ongkok, e+ toto .00 b& Rp 2,"50,000.00 Rp 11,000,000.00 Rp 1,500,000.00 Rp $,000,000.002 Pasang kran 9 1'2@ $.00 b& Rp 250,000.00 Rp 1,500,000.00 Rp 250,000.00 Rp 1,500,000.00
3 Pasang ;loor drain stainless steel $.00 b& Rp 1"5,000.00 Rp 1,050,000.00 Rp 1"5,000.00 Rp 1,050,000.00
SUB TOTAL - VI Rp 1%%%%.%% SUB TOTAL - VI Rp '%%%%.%%
VII PEKERJAAN BESI DAN ALUMINIUM
1 Pasang :usen lluminium oklat, e+. Andal 2.2 m1 Rp 125,000.00 Rp 30,530,000.00 Rp 125,000.00 Rp 30,530,000.00
2 Pasang Pintu :a/a Rangka luminium oklat, e+. Andal $.00 unit Rp 2,100,000.00 Rp 12,$00,000.00 Rp 2,100,000.00 Rp 12,$00,000.00
3 2.00 unit Rp 3,250,000.00 Rp $,500,000.00 Rp 3,250,000.00 Rp $,500,000.00
Pasang Pintu %elamin (apis r iplek lumin ium, Rangka luminium oklat, e+. Anda l .00 unit Rp 2,"50,000.00 Rp 11,000,000.00 Rp 2,"50,000.00 Rp 11,000,000.00
5 Pasang Bendela :a/a asman Rangka luminium oklat, e+. Andal 8.00 unit Rp 1,"50,000.00 Rp 1,000,000.00 Rp 1,"50,000.00 Rp 1,000,000.00
$ Railling angga )esi al*anis 92@ 8.80 m1 Rp $00,000.00 Rp 5,280,000.00 Rp $00,000.00 Rp 5,280,000.00
SUB TOTAL - VII Rp $&&1%%%%.%% SUB TOTAL - VII Rp $&&1%%%%.%%
VIII PEKERJAAN KUNCI * KACA
1 Pasang kun/i tanam tanpa &endle $.00 b& Rp 200,000.00 Rp 1,200,000.00 Rp 200,000.00 Rp 1,200,000.00
2 Pasang &endle pintu tanpa kun/i $.00 b& Rp 250,000.00 Rp 1,500,000.00 Rp 250,000.00 Rp 1,500,000.00
3 Pasang kun/i tanam biasa $.00 b& Rp 125,000.00 Rp "50,000.00 Rp 125,000.00 Rp "50,000.00
Pasang 7idroli/ orma $.00 b& Rp 2,250,000.00 Rp 13,500,000.00 Rp 2,250,000.00 Rp 13,500,000.00
5 Pasang engsel pintu aluminium 18.00 b& Rp $0,000.00 Rp 1,080,000.00 Rp $0,000.00 Rp 1,080,000.00$ Pasang engsel endela asman 1$.00 b& Rp 85,000.00 Rp 1,3$0,000.00 Rp 85,000.00 Rp 1,3$0,000.00
" Pasang grendel endela 12.00 b& Rp $5,000.00 Rp "80,000.00 Rp $5,000.00 Rp "80,000.00
8 Pasang ka/a r6ben tea, tebal $ mm 55.3 m2 Rp 3"5,000.00 Rp 20,"$,00.00 Rp 3"5,000.00 Rp 20,"$,00.00
Pasang silent kusen dan ka/a 35.52 m1 Rp 22,500.00 Rp ","",200.00 Rp 22,500.00 Rp ","",200.00
10 Pasang glass blo/k 12.00 b& Rp 5,000.00 Rp 50,000.00 Rp 5,000.00 Rp 50,000.00
11 Pasang roster blo/k 12.00 b& Rp 5,000.00 Rp 50,000.00 Rp 5,000.00 Rp 50,000.00
SUB TOTAL - VIII Rp "&$&"1%%.%% SUB TOTAL - VIII Rp "&$&"1%%.%%
I) PEKERJAAN LANTAI * DINDING
1 Pasang lantai keramik ukuran 0 + 0 /m, e+ roman 1"5.2$ m2 Rp 2"5,000.00 Rp 8,15,125.00 Rp 2"5,000.00 Rp 8,15,125.00
2 Pasang lantai keramik :% ukuran 20 + 20 /m, e+ roman 11."8 m2 Rp 25,000.00 Rp 3,",3$2.50 Rp 25,000.00 Rp 3,",3$2.50
Pasang Pintu %elamin (apis riplek luminium, :a/a ,Rangka luminium oklat, e+.
Andal
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
3 Pasang dinding keramik ukuran 20 + 30 /m, e+ roman 1.21 m2 Rp 315,000.00 Rp 12,",5"5.00 Rp 315,000.00 Rp 12,",5"5.00
Pasang :eramik angga, e+ roman 2.8 m2 Rp 35,000.00 Rp 8,585,325.00 Rp 35,000.00 Rp 8,585,325.00
SUB TOTAL I) Rp $ 2" '$ % SUB TOTAL I) Rp $ 2" '$ %
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SUB TOTAL - I) Rp $2"'$.% SUB TOTAL - I) Rp $2"'$.%
) PEKERJAAN PENGECATAN
1 Penge/atan tembok luar , e+. dulu+ i/i 501.52 m2 Rp 3,500.00 Rp 1,810,00.00 Rp 3,500.00 Rp 1,810,00.00
2 Penge/atan tembok dalam , e+. atila+ 332.80 m2 Rp 3,500.00 Rp 11,81,2".50 Rp 3,500.00 Rp 11,81,2".50
3 Penge/atan d inding partisi luar , e+. dulu+ i/i 1.1 m2 Rp 3,500.00 Rp 5,$5,2$.00 Rp 3,500.00 Rp 5,$5,2$.00
Penge/atan d inding partisi da lam , e+. atila+ 1.1 m2 Rp 3,500.00 Rp ,",8$.00 Rp 3,500.00 Rp ,",8$.00
5 Penge/etan plin keramik dari /at 2$.$8 m1 Rp 15,000.00 Rp 3,"00,200.00 Rp 15,000.00 Rp 3,"00,200.00
$ Penge/atan pla;on , e+. dulu+ i/i 12.35 m2 Rp 35,000.00 Rp $,"32,250.00 Rp 35,000.00 Rp $,"32,250.00
" Penge/etan list pla;on, e+. dulu+ i/i 1"0.30 m1 Rp 13,500.00 Rp 2,2,050.00 Rp 13,500.00 Rp 2,2,050.00
8 Penge/atan railling angga )esi al*anis 92@ 8.80 m1 Rp $5,000.00 Rp 5"2,000.00 Rp $5,000.00 Rp 5"2,000.00
Pekeraan aterproo;ing e+. ika ".02 m2 Rp 1"5,000.00 Rp 13,828,500.00 Rp 1"5,000.00 Rp 13,828,500.00
SUB TOTAL - ) Rp (&%&$&.% SUB TOTAL - ) Rp (&%&$&.%
)I PEKERJAAN LISTRIK
1 Anstalasi top kontak lantai = 3 10.00 titik Rp 225,000.00 Rp 2,250,000.00 Rp 150,000.00 Rp 1,500,000.00
2 Anstalasi saklar kontak lantai = 3 21.00 titik Rp 225,000.00 Rp ,"25,000.00 Rp 150,000.00 Rp 3,150,000.00
3 Anstalasi penerangan lantai = 3 3.00 titik Rp 225,000.00 Rp ",$50,000.00 Rp 150,000.00 Rp 5,100,000.00
Pemasangan top :ontak 10.00 titik Rp "5,000.00 Rp "50,000.00 Rp $0,000.00 Rp $00,000.005 Pemasangan aklar unggal ".00 titik Rp "5,000.00 Rp 525,000.00 Rp $0,000.00 Rp 20,000.00
$ Pemasangan aklar anda 1.00 titik Rp 85,000.00 Rp 1,10,000.00 Rp "5,000.00 Rp 1,050,000.00
" Pemasangan lampu R% 2+0 2.00 titik Rp 50,000.00 Rp 13,050,000.00 Rp 325,000.00 Rp ,25,000.00
8 Pemasangan lampu ( 18 Datt $.00 titik Rp 5,000.00 Rp 5"0,000.00 Rp 5,000.00 Rp 5"0,000.00
Pemasangan ekering 2 roup 1.00 unit Rp 1,"50,000.00 Rp 1,"50,000.00 Rp 1,"50,000.00 Rp 1,"50,000.00
SUB TOTAL - )I Rp 2"(%%%%.%% SUB TOTAL - )I Rp 2(%%%.%%
)II PEKERJAAN AIR BERSIH
1 Pasang pipa P tipe D 9 1'2@ 2.00 m1 Rp $0,000.00 Rp 1,0,000.00 Rp 55,000.00 Rp 1,320,000.00
2 Pasang pipa P tipe D 9 3'@ 2.00 m1 Rp 80,000.00 Rp 1,20,000.00 Rp "0,000.00 Rp 1,$80,000.00
3 Pasang pipa P tipe D 9 1@ 12.00 m1 Rp 105,000.00 Rp 1,2$0,000.00 Rp 85,000.00 Rp 1,020,000.00
Pasang pipa P tipe D 9 1G@ 12.00 m1 Rp 125,000.00 Rp 1,500,000.00 Rp 100,000.00 Rp 1,200,000.00
5 )uat bak mandi uk. 0.30+0.35+0.35 /m .00 b& Rp = Rp =
SUB TOTAL - )II Rp (12%%%%.%% SUB TOTAL - )II Rp 22%%%%.%%
)III PEKERJAAN AIR KOTOR
1 Pasang pipa P tipe D 9 3@ 15$.00 m1 Rp 215,000.00 Rp 33,50,000.00 Rp 105,000.00 Rp 1$,380,000.00
2 Pasang pipa P tipe D 9 @ 2.00 m1 Rp 25,000.00 Rp 5,880,000.00 Rp 115,000.00 Rp 2,"$0,000.00
SUB TOTAL - )III Rp &"2%%%%.%% SUB TOTAL - )III Rp 1&1"%%%%.%%
D PEKERJAAN LANTAI - ATAP
I PEKERJAAN DINDING
NO URAIAN PEKERJAAN VOLUME SAT.PENGAJUAN PELAKSANA KOREKSI BP2K
HARGA SATUAN JUMLAH HARGA HARGA SATUAN JUMLAH HARGA
1 Pasangan bata ringan tebal 10 /m, e+. iti/on 5".20 m2 Rp 255,000.00 Rp 1,58$,000.00 Rp 255,000.00 Rp 1,58$,000.00
SUB TOTAL - I Rp 1"'(%%%.%% SUB TOTAL - I Rp 1"'(%%%.%%
I I PEKERJAAN PLESTERAN
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I I PEKERJAAN PLESTERAN
1 Plesteran /i 25$.52 m2 Rp $0,000.00 Rp 15,31,200.00 Rp $0,000.00 Rp 15,31,200.00
2 )enangan 22.00 m1 Rp 2",500.00 Rp 8,030,000.00 Rp 2",500.00 Rp 8,030,000.00
SUB TOTAL - II Rp 2"212%%.%% SUB TOTAL - II Rp 2"212%%.%%
I II PEKERJAAN BETON
1 :olom Praktis 15'15, beton : 1"5 0."2 m3 Rp ,100,000.00 Rp 2,52,000.00 Rp 2,500,000.00 Rp 1,800,000.00
2 Ring balok praktis 15'20, beton : 1"5 0.5 m3 Rp ,100,000.00 Rp 2,10,800.00 Rp 2,500,000.00 Rp 1,"0,000.00
3 )alok kusen 15'20, beton : 1"5 0.03 m3 Rp ,100,000.00 Rp 123,000.00 Rp 2,500,000.00 Rp "5,000.00
inding beton bertulang tebal 10 /m, beton : 1"5 $."1 m3 Rp ,00,000.00 Rp 2,510,800.00 Rp 2,500,000.00 Rp 1$,"$",500.00
SUB TOTAL - III Rp "&&((%%.%% SUB TOTAL - III Rp 2%112%%.%%
IV PEKERJAAN PENUTUP ATAP
1 Pasang atap rangka pipa 2.38 m2 Rp 2"5,000.00 Rp 11,$53,125.00 Rp 2"5,000.00 Rp 11,$53,125.00
2 Pasang atap spande+ 2.38 m2 Rp 180,000.00 Rp ",$2",500.00 Rp 180,000.00 Rp ",$2",500.00
SUB TOTAL - IV Rp 1&2'%(2.%% SUB TOTAL - IV Rp 1&2'%(2.%%
V PEKERJAAN LANGIT - LANGIT
1(angit=langit g6psum board mm, tebal mm rangka &ollo
1.25 m2 Rp 15,000.00 Rp 2,"1,250.00 Rp 15,000.00 Rp 2,"1,250.00
2 (ist langit=langit g6psum 18.00 m1 Rp 35,000.00 Rp $30,000.00 Rp 35,000.00 Rp $30,000.00
SUB TOTAL - V Rp "212%.%% SUB TOTAL - V Rp "212%.%%
VI PEKERJAAN SANITASI
1 Pasang pelampung 1.00 b& Rp 1"5,000.00 Rp 1"5,000.00 Rp 1"5,000.00 Rp 1"5,000.00
2 Pasang roo; drain stainless steel 22.00 b& Rp 135,000.00 Rp 2,"0,000.00 Rp 135,000.00 Rp 2,"0,000.00
SUB TOTAL - VI Rp 1"%%%.%% SUB TOTAL - VI Rp 1"%%%.%%
VII PEKERJAAN BESI DAN ALUMINIUM
1 Pasang :usen besi &ollo .80 m1 Rp 155,000.00 Rp ",000.00 Rp 155,000.0