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ANALISA HARGA SATUAN PEKERJAAN (AHSP)
BANGUNAN GEDUNG
DINAS PU CIPTA KARYAKABUPATEN LAMONGANTAHUN 2016
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DINAS PEKERJAAN UMUM CIPTAPEMERINTAH KABUPATEN LAMONGAN
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KAR
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PEMERINTAH KABUPATEN LAMONGAN
DINAS PEKERJAAN UMUM CIPTA KARYA
ANALISA HARGA SATUAN BAHAN DAN UPAH TENAGA KER
APBD TAHUN ANGGARAN 2016
PEKERJAAN PERSIAPAN / SNI 03-2835-2002
1 M' PENGUKURAN DAN PAS BOU!PLANK "
Bhn 0.0120 Kayu 5/7 @ Rp. 4,680,600.00 = Rp.
0.0200 kg Paku @ Rp. 16,500.00 = Rp.
0.0070 Papan kayu bekisting keas !!! @ Rp. 1,87",200.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0500 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 1+.++40 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.6660 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 6.6670 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0++0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0100 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 0.0500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0025 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 0.0200 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0100 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 0.0100 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0250 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0025 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
*+
*+
1 M2MEMBERSIHKAN LAPANGAN DAN PERATAAN "
1 M3BONGKAR BETON BERTULANG "
1 M3BONGKAR DINDING TEMBOK "
1 M2BONGKAR LANTAI "
1 M2KUPAS PLESTERAN
1 M2MENURUNKAN GENTENG #DIPAKAI LAGI$
1 M2MENURUNKAN GENTENG #TIDAK DIPAKAI LAGI$
1 M2MENURUNKAN RANGKA ATAP #DIPAKAI LAGI$
KONTRAKTUAL
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#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
#enaga 2.6600 $h Peke%&a @ Rp. 65,000.00 = Rp.
4.0000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.4000 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.1++0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
PEKERJAAN TANAH / SNI DT %1-0006-200&
1 M3 GALIAN TANAH BIASA SEDALAM 1 M
#enaga 0.7500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0250 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH BIASA SEDALAM 2 M
#enaga 0."000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0450 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH BIASA SEDALAM 3 M
#enaga 1.0500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2MENURUNKAN RANGKA ATAP #TIDAK DIPAKAI LAGI$
1 M3BONGKAR KONSTRUKSI KUDA-KUDA KAYU DAN GORDING
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1 M3 GALIAN TANAH KERAS SEDALAM 1 M
#enaga 1.0000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0+20 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH CADAS SEDALAM 1 M
#enaga 1.5000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0600 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M#enaga 1.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0450 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 URUGAN TANAH KEMBALI
'engu%ug ke*bai 1 *+ gaian (ihitung (a%i 1/+ (a%i in(eks peke%&aan gaian
1 M3 PEMBUANGAN TANAH KE LUAR LAPANGAN JARAK 60 M
#enaga 0.6600 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0200 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 PEMADATAN TANAH #PER 20 CM$
#enaga 0.5000 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.0500 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 URUGAN PASIR "
Bhn 1.2000 '+ Pasi% %ug @ Rp. 1"8,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0100 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 URUGAN PEDEL MANTUP "
Bhn 1.2000 '+ Pe(e 'antup @ Rp. 104,000.00 = Rp.
#enaga 0.2500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0250 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.1 M' GALIAN STROUS 30 () "
#enaga 0.2450 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.024+ $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PEKERJAAN STRIPPING SETINGGI 1 M
#enaga 0.0500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
PEKERJAAN PONDASI / SNI DT %1-000&-200&
1 M3 PASANGAN PONDASI BELAH 1 P( " 5 P* "
Bhn 1.2000 *+ Batu beah 15/20 -* @ Rp. 167,000.00 = Rp. 1+6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.5440 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 1.5000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.7500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0750 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0750 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 PONDASI BATU KOSONG/AANSTAMPING "
Bhn 1.2000 *+ Batu beah 15/20 -* @ Rp. 167,000.00 = Rp.
0.4+20 *+ Pasi% u%ug @ Rp. 1"8,000.00 = Rp.
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#enaga 0.7800 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.+"00 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0+"0 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0+"0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG +ONDASI KUMBUNG UMPAK CAMP 1 PC " 3 PS
Bhn 16.0000 bh Ku*bung u*pak 25/25 @ Rp. 7,000.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0150 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
PEKERJAAN DINDING / SNI DT %1-000%-200&
1 M2 PASANGAN BATU BATA MERAH TEBAL , BATA CAMP1 P( " 3 P* "
Bhn 70.0000 bh Batu Bata *e%ah @ Rp. 675.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0150 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANGAN BATU BATA MERAH TEBAL , BATA CAMP1 P( " 6 P*
Bhn 70.0000 bh Batu Bata *e%ah @ Rp. 675.00 = Rp.
8.+200 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.04"0 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0150 $h 'an($% @ Rp. "0,000.00 = Rp.)u*ah = Rp.
1 M2 PASANGAN KUMBUNG PASANG 8() . 12() . 2&() CAMP1 P( " 3 P* "
Bhn 27.5000 bh Ku*bung pasang 8/12/27 @ Rp. 1,280.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0150 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANGAN KUMBUNG PASANG 8() . 12() . 2&() CAMP1 P( " 6 K
Bhn 28.0000 bh Ku*bung pasang 8/12/27 @ Rp. 1,280.00 = Rp. 8.+200 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.04"0 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0150 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG BATAKO UKURAN 3% . 1% . 10 () CAMP 1 P("3P*
Bhn 12.5000 bh Batak$ uku%an +"1"10 -* @ Rp. 5,100.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
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0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $/h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $/h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $/h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0150 $/h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG DINDING ROSTER/ TERA!ANG "
Bhn 25.0000 bh R$ste% genteng 2020 @ Rp. 1+,000.00 = Rp.
11.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp. 0.0+50 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $/h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $/h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $/h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0150 $/h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
PEKERJAAN PLESTERAN / SNI %1-0010-200&
1 M2 PLESTERAN TRASRAM 1 PC " 3 PS TEBAL 15 )) "
Bhn 7.7760 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.02+0 '+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1500 $h #ukang batu @ Rp. 80,000.00 = Rp. 0.0150 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0150 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PLESTERAN TEMBOK BIASA 1 P(" 6 P* TEBAL 15 )) "
Bhn 4.4160 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0270 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0150 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0100 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ACIAN "Bhn +.2500 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0100 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M' PLESTERAN SKONING/TALI AIR 10 MM"
Bhn 0.5000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.01+0 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 0.080 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.040 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.040 $h Kepaa tukang @ Rp. 85,000.00 = Rp. 0.004 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
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1 M2 PASANG !ATER PROO+ING COATING #POLYMER$ 3 LAPIS "
Bhn 0.500 kg ate% p%$$ing p$y*e% @ Rp. 52,200.00 = Rp.
#enaga 0.070 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.105 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.004 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.00+ $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG !ATER PROO+ING COATING #CEMENTAID$ 2 LAPIS "
Bhn 0.625 set ate% p%$$ing -e*entai( @ Rp. 156,600.00 = Rp.#enaga 0.070 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.105 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.004 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.00+ $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
PEKERJAAN BETON/ SNI DT %1-0008-200&
1 M3 RABAT BETON K 100 "
Bhn 2+0.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.6+7" *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.7607 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
200.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.2000 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.0200 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.2000 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0600 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 BETON MUTU '( 15 M #K 1&5$"
Bhn +26.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.542" *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.7622 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
215.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.6500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2750 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0280 $h Kepaa #ukang @ Rp. 85,000.00 = Rp. 0.08+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 BETON MUTU '( 1%3 M #K 225$"
Bhn +71.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.4"86 *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.7756 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
215.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.6500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2750 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0280 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.08+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.1 M3 BETON MUTU '( 21& M #K 250$"
Bhn +84.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.4"4+ *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.76"6 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
215.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.6500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2750 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0280 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.08+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
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1 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR"
Bhn 1.0500 kg Besi bet$n 3p$$s/ui% @ Rp. 10,+25.00 = Rp.
0.0150 kg Kaat bet$n @ Rp. 16,240.00 = Rp.
#enaga 0.0070 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0070 $h #ukang besi @ Rp. 80,000.00 = Rp.
0.0007 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0004 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
110 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR"Bhn 115.5000 kg Besi bet$n 3p$$s/ui% @ Rp. 10,+25.00 = Rp.
1.6500 kg Kaat bet$n @ Rp. 16,240.00 = Rp.
#enaga 0.7700 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.7700 $h #ukang besi @ Rp. 80,000.00 = Rp.
0.0770 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0440 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
125 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR"
Bhn 1+1.2500 kg Besi bet$n 3p$$s/ui% @ Rp. 10,+25.00 = Rp.
1.8750 kg Kaat bet$n @ Rp. 16,240.00 = Rp.
#enaga 0.8750 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.8750 $h #ukang besi @ Rp. 80,000.00 = Rp. 0.0875 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0500 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
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Page 1+
)u*ah = Rp.
1 M3 BEKISTING UNTUK LANTAI"
Bhn 0.+200 *+ Kayu bekisting keas !!! @ Rp. 1,87",200.00 = Rp.
+.2000 kg Paku 5 -* 10 -* @ Rp. 16,500.00 = Rp.
1.6000 t% 'inyak bekisting @ Rp. 7,000.00 = Rp.
0.1200 *+ Kayu *e%anti 5/7 @ Rp. 4,680,600.00 = Rp.
2.8000 b% Py$$( teba 8 ** @ Rp. 118,"00.00 = Rp.
#enaga +.5450 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.+000 $h #ukang kayu @ Rp. 80,000.00 = Rp. 0.2265 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.1760 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 BEKISTING UNTUK DINDING"
Bhn 0.2400 *+ Kayu bekisting keas !!! @ Rp. 1,87",200.00 = Rp.
+.2000 kg Paku 5 -* 10 -* @ Rp. 16,500.00 = Rp.
1.6000 t% 'inyak bekisting @ Rp. 7,000.00 = Rp.
0.1600 *+ Kayu *e%anti 5/7 @ Rp. 4,680,600.00 = Rp.
2.8000 b% Py$$( teba 8 ** @ Rp. 118,"00.00 = Rp.
#enaga +.5450 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.+000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.2265 $h Kepaa #ukang @ Rp. 85,000.00 = Rp. 0.1760 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
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1 M2 BEKISTING UNTUK TANGGA"
Bhn 0.0+00 *+ Kayu bekisting @ Rp. 1,87",200.00 = Rp.
0.4000 kg Paku 5 -* 10 -* @ Rp. 16,500.00 = Rp.
0.1500 t% 'inyak bekisting @ Rp. 7,000.00 = Rp.
0.0150 *+ Kayu *e%anti 5/7 @ Rp. 4,680,600.00 = Rp.
0.+500 b% Py$$( teba 8 ** @ Rp. 118,"00.00 = Rp.
#enaga 0.6600 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.++00 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0++0 $h Kepaa #ukang @ Rp. 85,000.00 = Rp. 0.0++0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M3 MEMBUAT PONDASI TIANG STROUS DENGAN PEMBESIAN 110 KG MUTU BET
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 P'B!9 110 @ Rp. 1,+41,488.50 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI TIANG STROUS DENGAN PEMBESIAN 125 KG MUTU BET
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 P'B!9 125 @ Rp. 1,524,418.75 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI TIANG STROUS PEMBESIAN 10 KG MUTU BETON K 1&5 1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 P'B!9 140 @ Rp. 1,707,+4".00 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI TIANG STROUS PEMBESIAN 160 KG MUTU BETON K 1&5
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 P'B!9 160 @ Rp. 1,"51,256.00 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI BETON BERTULANG DENGAN PEMBESIAN 110 KG MUTU
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 110 @ Rp. 1,+41,488.50 = Rp.
= Rp.1 M3 MEMBUAT PONDASI BETON BERTULANG DENGAN PEMBESIAN 125 KG MUTU
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 125 @ Rp. 1,524,418.75 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI BETON BERTULANG PEMBESIAN 10 KG MUTU BETON K
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 140 @ Rp. 1,707,+4".00 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI BETON BERTULANG PEMBESIAN 160 KG MUTU BETON K
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp. 1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 160 @ Rp. 1,"51,256.00 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI BETON BERTULANG DENGAN PEMBESIAN 110 KG MUTU
1.0000 B#9 '# K 225 @ Rp. 1,172,045.60 = Rp.
1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 110 @ Rp. 1,+41,488.50 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI BETON BERTULANG DENGAN PEMBESIAN 125 KG MUTU
1.0000 B#9 '# K 225 @ Rp. 1,172,045.60 = Rp.
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1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 125 @ Rp. 1,524,418.75 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI BETON BERTULANG PEMBESIAN 10 KG MUTU BETON K
1.0000 B#9 '# K 225 @ Rp. 1,172,045.60 = Rp.
1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 140 @ Rp. 1,707,+4".00 = Rp.
= Rp.
1 M3 MEMBUAT PONDASI BETON BERTULANG PEMBESIAN 160 KG MUTU BETON K1.0000 B#9 '# K 225 @ Rp. 1,172,045.60 = Rp.
1.0000 BK!#!9: P9;! @ Rp. 772,652.50 = Rp.
1.0000 P'B!9 160 @ Rp. 1,"51,256.00 = Rp.
= Rp.
1 M3 MEMBUAT SLOO+ BETON BERTULANG DENGAN PEMBESIAN 110 KG MUTU B
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 BK!#!9:
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1 M3 MEMBUAT SLOO+ BETON BERTULANG PEMBESIAN 10 KG MUTU BETON K 1&
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 BK!#!9:
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1 M3 MEMBUAT KOLOM BETON BERTULANG PEMBESIAN 125 KG MUTU BETON K 2
1.0000 B#9 '# K 225 @ Rp. 1,172,045.60 = Rp.
1.0000 BK!#!9: K
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1 M3 MEMBUAT PLAT LANTAI BETON BERTULANG DGN PEMBESIAN 110 KG MUTU
1.0000 B#9 '# K 175 @ Rp. 1,10",281.75 = Rp.
1.0000 BK!#!9:
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PEKERJAAN KAYU / SNI DT %1-0011-200&
1 M3 PASANG KUSEN PINTU DAN JENDELA "
Bhn 1.2000 *+ Kayu Ka*pe% ba$k @ Rp. 8,"+2,000.00 = Rp.
1.2500 kg Paku 10 -* @ Rp. 16,500.00 = Rp.
1.0000 kg
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15.0000 Kg Besi st%ip/baut @ Rp. 14,000.00 = Rp.
5.6000 Kg Paku @ Rp. 16,500.00 = Rp.
#enaga 4.0000 $h Peke%&a @ Rp. 65,000.00 = Rp.
12.0000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
1.2000 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.2000 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1M3 PAS KONSTRUKSI GORDING KAYU KAMPER "
Bhn 1.1000 '+ Kayu ka*pe% 3ba$k @ Rp. 8,"+2,000.00 = Rp. 15.0000 Kg Besi st%ip/baut @ Rp. 14,000.00 = Rp.
+.0000 Kg Paku @ Rp. 16,500.00 = Rp.
#enaga 2.4000 $h Peke%&a @ Rp. 65,000.00 = Rp.
7.2000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.7200 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.1200 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1M3 PAS KONSTRUKSI GORDING KAYU BENGKIRAI"
Bhn 1.1000 '+ Kayu Bengki%ei 3ba$k @ Rp. 10,0"2,000.00 = Rp.
15.0000 Kg Besi st%ip/baut @ Rp. 14,000.00 = Rp.
+.0000 Kg Paku @ Rp. 16,500.00 = Rp.
#enaga 2.4000 $h Peke%&a @ Rp. 65,000.00 = Rp. 7.2000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.7200 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.1200 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG USUK DAN RENG KAYU KAMPER
Bhn 0.0120 '+ Kayu usuk ka*pe% @ Rp. 7,540,000.00 = Rp.
0.1500 Kg Paku @ Rp. 16,500.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.1 M2 PASANG USUK DAN RENG KAYU MERANTI"
Bhn 0.0120 '+ Kayu usuk *e%anti @ Rp. 4,680,600.00 = Rp.
0.1500 Kg Paku @ Rp. 16,500.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG RANGKA PLA+ON KAYU MERANTI /6 MODUL 60 CM60 CM
Bhn 0.0158 '+ Kayu usuk *e%anti 4/6 @ Rp. 4,680,600.00 = Rp.
0.1500 Kg Paku @ Rp. 16,500.00 = Rp.
#enaga 0.1700 $h Peke%&a @ Rp. 65,000.00 = Rp.0.+500 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0+50 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0085 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M' LISPLANK KAYU KAMPER # 3.30 CM $ "
Bhn 0.0110 *+ Kayu Papan Ka*pe% @ Rp. ",744,000.00 = Rp.
0.0500 kg Paku @ Rp. 16,500.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0200 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
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0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 DINDING PEMISAH DOUBLE PLY!OOD RANGKA KY KAMPER "
Bhn 0.8600 b% Py$$( 4 ** @ Rp. 71,500.00 = Rp.
0.0280 *+ Ba$k ky. Ka*pe% @ Rp. 8,"+2,000.00 = Rp.
0.1500 kg Paku @ Rp. 16,500.00 = Rp.
0.5600 t%
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1 M2 PASANG ATAP GENTENG +ABRIKASI KARANGPILANG MODEL KODOK "
Bhn 22.0000 Bh :enteng ab%ikasi type k$($k @ Rp. 4,"00.00 = Rp
#enaga 0.1500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0750 $h #ukang @ Rp. 80,000.00 = Rp.
0.0080 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0080 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M' PASANG GENTENG BUBUNGAN GENTENG +ABRIKASI KARANGPILANG "
Bhn +.5000 Bh bubungan ab%ikasi k%angpiang @ Rp. 15,500.00 = Rp. 8.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0+20 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.4000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2000 $h #ukang @ Rp. 80,000.00 = Rp.
0.0200 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0020 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ATAP GENTENG BETON +ABRIKASI MONIER "
Bhn ".0000 Bh :enteng bet$n @ Rp. 7,600.00 = Rp
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 85,000.00 = Rp. 0.0100 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M' PASANG GENTENG BUBUNGAN BETON "
Bhn +.5000 Bh :enteng bet$n bubungan @ Rp. 1+,500.00 = Rp.
8.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0+20 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.4000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0200 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0020 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ATAP ASBES GELOMBANG KECIL #300.105 )$ . )) "Bhn 0.+500 b% sbes ge. ke-i @ Rp. 7",500.00 = Rp.
0.1200 kg Paku ek%up @ Rp. 2+,200.00 = Rp.
#enaga 0.1400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0067 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0067 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ATAP ASBES GELOMBANG BESAR #305.100 )$ . 6 )) "
Bhn 0.+500 b% sbes ge. Besa% @ Rp. 1++,000.00 = Rp.
0.1200 kg Paku ek%up @ Rp. 2+,200.00 = Rp.
#enaga 0.1400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h #ukang kayu @ Rp. 80,000.00 = Rp. 0.0067 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0067 $h 'an($% @ Rp. "0,000.00 = Rp.
, )u*ah = Rp.
1 M2 PASANG ATAP 9INCALUM 025 )) !ARNA NATURAL
Bhn 1.0500 *2 tap ?in-au* 0,25 ** 9atu%a @ Rp. 47,700.00 = Rp
6.0000 bh Paku ek%up @ Rp. 2"0.00 = Rp
#enaga 0.1400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0067 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0067 $h 'an($% @ Rp. "0,000.00 = Rp.
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1 M2 PASANG PENUTUP PLA+ON GYPSUM BOARD T % )) "
Bhn 0.+640 b% :ypsu* b$a%( 3120240"** @ Rp. 67,500.00 = Rp.
0.1100 kg Paku sk%up @ Rp. 21,000.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0500 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0050 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG PENUTUP PLA+ON ETERNIT 35 MM "Bhn 1.0000 b% te%nit +,5 ** @ Rp. 18,000.00 = Rp.
0.1100 kg Paku sk%up @ Rp. 21,000.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0500 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0050 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M' PASANG LIST PLA+OND GYPSUM "
Bhn 1.1000 *>
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)u*ah = Rp.
1 M2 PASANG LANTAI KERAMIK 20/20 ANTI SLIP"
Bhn 1.0600 *2 Ke%a*ik (in(ing @ Rp. 48,000.00 = Rp.
10.4000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
1.6200 kg P a%na @ Rp. +,000.00 = Rp.
0.0450 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 0.7000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.+500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0+50 $h Kepaa #ukang @ Rp. 85,000.00 = Rp. 0.0+50 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG BATU SIKAT/AMPYANG MULTI COLOUR
Bhn 1.1000 *2 Batu a*pyang *uti-$$u% @ Rp. +6,000.00 = Rp.
11.7500 kg P$%tan( e*ent @ Rp. 1,600.00 = Rp.
0.0+50 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.7000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.+500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0+50 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0+50 $h 'an($% @ Rp. "0,000.00 = Rp.
= Rp.
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1 M 2 PASANG BATU CANDI "
Bhn 1.1000 *2 Batu -an(i @ Rp. 1+5,000.00 = Rp.
".+000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0180 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 0."000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.4500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0450 $h Kepaa #ukang @ Rp. 85,000.00 = Rp.
0.0450 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
PEKERJAAN SANITASI / R7 SNI 2002
MEMASANG 1 BH CLOSED JONGKOK PORSELIN "
Bhn 1.0000 bh $se( &$ngk$k p$%sein @ Rp. 150,800.00 = Rp.
7.0000 bh Batu bata *e%ah @ Rp. 675.00 = Rp.
6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0100 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 1.0000 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.5000 $h #ukang batu @ Rp. 80,000.00 = Rp.
1.5000 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.1600 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.MEMASANG 1 BH CLOSED DUDUK PORSELIN "
Bhn 1.0000 bh $se( (u(uk p$%sein @ Rp. 1,450,000.00 = Rp.
1.0000 bh Pe%engkapan 36A ha%ga k$set@ Rp. 87,000.00 = Rp.
#enaga +.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0110 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.1600 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH URINOIR KERAMIK "
Bhn 1.0000 bh %in$i% Ke%a*ik @ Rp. 1,"4",000.00 = Rp.
0.+000 bh Pe%./a-ess$%ies @ Rp. 584,700.00 = Rp.
6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp. 0.0100 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 1.0000 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.0000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.1000 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.1000 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH !ASHTA+EL"
Bhn 1.0000 bh ashtae !9 @ Rp. +42,500.00 = Rp.
0.1200 Pe%./a-ess$%ies @ Rp. 41,100.00 = Rp.
6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0100 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 1.2000 $h Peke%&a @ Rp. 65,000.00 = Rp. 1.4500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.1500 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.1000 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH KRAN DIA 1/2 : STAINLESSTEEL
Bhn 1.0000 bh K%an ai% 1/2 #!9
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0.0050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH BAK KONTROL PAS BATA #5.5$() T 50 ()
Bhn 0.2500 Batu bata *e%ah @ Rp. 641,250.00 = Rp.
77.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.1+00 Pasi% pasang @ Rp. 287,000.00 = Rp.
0.0"00 Pasi% bet$n @ Rp. +16,000.00 = Rp.
0.0200 Batu pe-ah @ Rp. +55,000.00 = Rp.
2.6000 kg Besi bet$n @ Rp. 10,+25.00 = Rp.
#enaga 0.0100 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0005 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
MEMASANG 1 M' PIPA GI 3/:
Bhn 1.2000 *> Pipa :! +/4 @ Rp. 27,500.00 = Rp.
1.0000 Pe%engkapan3+5A ha%ga pipa @ Rp. ",625.00 = Rp.
#enaga 0.1080 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1800 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0180 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0054 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
*+
*+
*+
*+
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1 B
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Page +0
PEKERJAAN PENGECATAN / R7 SNI 03-2835-2002
1 M2 PENGIKISAN/PENGEROKAN PERMUKAAN CAT LAMA"
Bhn 0.0500 Kg $(a pi @ Rp. 22,000.00 = Rp.
Peke%&a 0.1500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.00+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PENCUCIAN DINDING TEMBOK YANG PERNAH DICAT"
Bhn 0.0500 Kg abun @ Rp. 11,550.00 = Rp.
Peke%&a 0.1500 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.00+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND BARU IN DOOR "
Bhn 0.1000 Kg Pa*i% te*b$k @ Rp. 8,000.00 = Rp.
0.1000 Kg at (asa% @ Rp. +1,"00.00 = Rp.
0.2600 Kg at penutup 2 @ Rp. +1,"00.00 = Rp.
Peke%&a 0.0200 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.06+0 $h #ukang at @ Rp. 80,000.00 = Rp.
0.006+ $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0025 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND LAMA IN DOOR "Bhn 0.1200 kg at (asa% @ Rp. +1,"00.00 = Rp.
0.1800 kg at penutup 2 @ Rp. +1,"00.00 = Rp.
#enaga 0.0280 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0420 $h #ukang at @ Rp. 80,000.00 = Rp.
0.0042 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0025 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND BARU OUT DOOR "
Bhn 0.1000 Kg kai @ Rp. 22,000.00 = Rp.
0.1000 Kg at (asa% @ Rp. 71,000.00 = Rp.
0.2600 Kg at penutup 2 @ Rp. 71,000.00 = Rp.
Peke%&a 0.0200 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.06+0 $h #ukang at @ Rp. 80,000.00 = Rp.
0.006+ $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0025 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND LAMA OUT DOOR "
Bhn 0.1200 kg at (asa% @ Rp. 71,000.00 = Rp.
0.1800 kg at penutup 2 @ Rp. 71,000.00 = Rp.
#enaga 0.0280 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0420 $h #ukang at @ Rp. 80,000.00 = Rp.
0.0042 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0025 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.1 M2 CAT KAYU/BESI PERMUKAAN BARU
Bhn 0.2000 Kg 'eni kayu / besi @ Rp. ++,600.00 = Rp.
0.1500 Kg Pa*i% kayu/besi @ Rp. 26,700.00 = Rp.
0.1700 Kg at (asa% @ Rp. 62,700.00 = Rp.
0.2600 kg at penutup 2 @ Rp. 62,700.00 = Rp.
0.0100 bh Kuas @ Rp. 16,500.00 = Rp.
0.0+00 kg Pengen-e%/thine% B @ Rp. 15,500.00 = Rp.
0.2000 b% *peas @ Rp. ",800.00 = Rp.
#enaga 0.0700 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.00"0 $h #ukang at @ Rp. 80,000.00 = Rp.
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0.0060 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.00+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 CAT KAYU / BESI # LAMA $ "
Bhn 0.1500 Kg Pa*i% kayu/besi @ Rp. 26,700.00 = Rp.
0.1700 Kg at (asa% @ Rp. 62,700.00 = Rp.
0.1700 t% at penutup 2 @ Rp. 62,700.00 = Rp.
0.0100 bh Kuas @ Rp. 16,500.00 = Rp.
0.0+00 kg Pengen-e%/thine% B @ Rp. 15,500.00 = Rp. 0.2000 b% *peas @ Rp. ",800.00 = Rp.
#enaga 0.0700 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0750 $h #ukang at @ Rp. 80,000.00 = Rp.
0.0075 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0025 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PEKERJAAN PLITURAN "
Bhn 0.1500 t% Pitu% @ Rp. 60,000.00 = Rp.
0.+720 t% Pitu% &a(i @ Rp. 60,000.00 = Rp.
2.0000 b% Ke%tas g$s$k @ Rp. ",800.00 = Rp.
#enaga 0.0400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0600 $h #ukang at @ Rp. 80,000.00 = Rp. 0.0160 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.00+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
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1 M2 PASANG !ALL PAPER
Bhn 1.200 *2 apape% @ Rp. 50,000.00 = Rp.
0.200 Kg ?@ R
10 CM PENGELASAN DENGAN LAS LISTRIK
Bhn 0.4000 kg Kaat eekt%$(a @ Rp. 24,200.00 = Rp.
0.+000 t% $a% @ Rp. 8,500.00 = Rp.
0.0400 t% 'inyak peu*as @ Rp. 47,000.00 = Rp.
#enaga 0.040 $/h Peke%&a @ Rp. 65,000.00 = Rp.
0.020 $/h #ukang besi @ Rp. 80,000.00 = Rp.
0.002 $/h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.002 $/h 'an($% @ Rp. "0,000.00 = Rp.
at 0.1700 &a* ea aat @ Rp. 25,+00.00 = Rp.
)u*ah = Rp.1 () P7@7* R
1 M' PASANG TALANG DATAR/JURAI SENG BJLS 02 )) LEBAR %0 () "
Bhn 1.0500 b% eng (ata% @ Rp. +1,500.00 = Rp.
0.0150 kg Paku biasa @ Rp. 16,500.00 = Rp.
0.01"0 *+ Papan *e%anti @ Rp. 4,002,000.00 = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.4000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0250 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0100 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
Ba&a p%$i 3, DBea*, 9P,9P, pat
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Page ++
1 M2 PASANG ROLLING DOOR ALUMINIUM
Bhn 1.000 * R$ing ($$% au*iniu* @ Rp. 4+5,000.00 = Rp.
#enaga 1.000 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.000 $h #ukang Khusus u*uniu* @ Rp. 80,000.00 = Rp.
0.100 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.050 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M' PASANG KUSEN ALUMINIUM : BRO!N
Bhn 1.100 * P%$i kusen au*iniu* b%$n @ Rp. 87,000.00 = Rp. 2.000 bh k%up ie% @ Rp. 2"0.00 = Rp.
0.060 tube eaant @ Rp. +0,000.00 = Rp.
#enaga 0.04+ $h Peke%&a @ Rp. 65,000.00 = Rp.
0.04+ $h #ukang Khusus u*uniu* @ Rp. 80,000.00 = Rp.
0.004 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.002 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
1 M2 PASANG PINTU STRIP ALUMINIUM 8 CM
Bhn 4.400 * i*a% pintu au*iniu* + @ Rp. 80,000.00 = Rp.
16.400 * u*iniu* st%ip @ Rp. 1+,000.00 = Rp.
#enaga 0.085 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.085 $h #ukang Khusus u*uniu* @ Rp. 80,000.00 = Rp. 0.00" $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.004 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
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Page +5
)u*ah = Rp.
1 BH PASANG PINTU P;C UNTUK TOILET
Bhn 1.000 bh Pintu PC E kses$%is @ Rp. 250,000.00 = Rp.
#enaga 0.600 $h Peke%&a @ Rp. 65,000.00 = Rp.
2.000 $h #ukang @ Rp. 80,000.00 = Rp.
0.200 $h Kepaa tukang @ Rp. 85,000.00 = Rp.
0.0+0 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
PEKERJAAN PA;INGSTONE
1 M2 PASANG PA;ING STONE PERSEGI PANJANG LOKAL T 6 () "
Bhn 1.0000 *2 PaFing st$ne t=6 -* @ Rp. 60,000.00 = Rp.
0.0100 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 0.1600 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1600 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0160 $h Kepaa tukang batu @ Rp. 85,000.00 = Rp.
0.0080 $h 'an($% @ Rp. "0,000.00 = Rp.
)u*ah = Rp.
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Page +8
1 TITIK INSTALASI LISTRIK STOPKONTAK
Bhn +.000 ' Kabe 9G' +1,5 **2 @ Rp. ",500.00 = Rp.
+.000 ' Pipa k$n(uit 5/8 @ Rp. +,750.00 = Rp.
1.000 bh !nb$ ($s @ Rp. 4,200.00 = Rp.
1.000 bh #ee ($s @ Rp. +,600.00 = Rp.
1.000 s kses$%is 3ke*, is$asi @ Rp. 1,000.00 = Rp.
#enaga 0.480 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.048 $h #ukang
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Page 40
A
56,167.20
++0.00
1+,154.40
6,500.00
8,000.00
850.00
450.00
855160
6,500.00
4,500.00
1100000
866,710.00
5","40.00
%2665000
4++,+55.00
2,"70.00
3632500
1+,000.00
"00.00
13%0000
+,250.00
225.00
3&500
1,+00.00
"00.00
220000
650.00
450.00
110000
6,500.00
2,000.00
212.50
450.00
%16250
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Page 41
6,500.00
450.00
6%5000
172,"00.00
+20,000.00
+4,000.00
11,"70.00
5388&000
48,750.00
2,250.00
5100000
58,500.00
4,050.00
6255000
68,250.00
6,0+0.00
&28000
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Page 42
65,000.00
2,880.00
6&88000
"7,500.00
5,400.00
102%0000
78,000.00
4,050.00
8205000
42,"00.00
1,800.00
&0000
+2,500.004,500.00
3&00000
2+7,600.00
1",500.00
"00.00
25800000
124,800.00
16,250.00
2,250.00
1330000
15,"25.00
2,1"0.00
1811500
+,250.00
450.00
3&0000
200,400.00217,600.00
156,128.00
"7,500.00
60,000.00
6,+75.00
6,750.00
&&5300
200,400.00
85,5+6.00
-
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Page 4+
50,700.00
+1,200.00
+,+15.00
+,510.00
3&66100
112,000.00
22,""2.00
11,480.001",500.00
8,000.00
850.00
1,+50.00
1&61&200
47,250.00
22,""2.00
11,480.00
1",500.008,000.00
850.00
1,+50.00
1112200
47,250.00
1+,+12.00
14,06+.00
1",500.00
8,000.00
850.00
1,+50.001032500
+5,200.00
22,""2.00
11,480.00
1",500.00
8,000.00
850.00
1,+50.00
%%3&200
+5,840.001+,+12.00
14,06+.00
1",500.00
8,000.00
850.00
1,+50.00
%2%1500
6+,750.00
22,""2.00
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Page 44
11,480.00
1",500.00
8,000.00
850.00
1,+50.00
12&%2200
+25,000.00
17,600.0010,045.00
1",500.00
8,000.00
850.00
1,+50.00
3823500
12,441.60
6,601.00
1+,000.00
12,000.001,275.00
1,+50.00
666&60
9! 0+28272002
7,065.60
7,74".00
1+,000.00
12,000.00
1,275.00
"00.00
1%8%60
5,200.00
1+,000.00
8,000.00
850.00
"00.00
2&%5000
800.00
+,7+1.00
5,200.00
+,200.00
+,400.00+60.00
166%100
-
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Page 45
26,100.00
4,550.00
8,400.00
+40.00
225.00
3%61500
"7,875.004,550.00
8,400.00
+40.00
225.00
1113%000
+68,000.00
201,576.40
270,048.50
6,000.00
78,000.001,600.00
17,000.00
5,400.00
%&62%0
521,600.00
171,542.86
270,588.8"
6,450.00
107,250.00
22,000.00
2,+80.007,470.00
110%281&5
5"+,600.00
157,557.60
275,++8.00
6,450.00
107,250.00
22,000.00
2,+80.00
7,470.00
11&20560
614,400.00
156,1"8.80
27+,208.00
6,450.00
107,250.00
22,000.00
2,+80.00
7,470.00
118%35680
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Page 46
10,841.25
24+.60
455.00
560.00
5".50
+6.00
121%535
1,1"2,5+7.50
26,7"6.00
50,050.00
61,600.00
6,545.00
+,"60.00
1318850
1,+55,156.25
+0,450.00
56,875.00
70,000.007,4+7.50
4,500.00
15218&5
-
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Page 47
1,517,775.00
+4,104.00
6+,700.00
78,400.00
8,++0.00
5,040.00
1&0&3%00
1,7+4,600.00
+8,"76.00
72,800.00
8",600.00
",520.00
5,760.00
1%5125600
+75,840.00
24,750.00
2,800.00
2+0,425.00104,000.00
18,""7.50
15,840.00
&&265250
507,+84.00
++,000.00
4,200.00
250,"00.00
124,800.00
2+,885.00
17,280.00%61%00
751,680.00
66,000.00
14,000.00
702,0"0.00
416,150.00
++7,+50.00
1+2,000.00
+0,0"0.00
2+,220.00
2&258000
601,+44.00
52,800.00
11,200.00
655,284.00
++2,"20.00
2"6,400.00
1+2,000.00
24,7+5.00
20,4+0.00
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Page 48
212&11300
601,+44.00
52,800.00
11,200.00
561,672.00
++2,"20.00
2+0,425.00
104,000.001",252.50
15,840.00
1%2%5350
451,008.00
52,800.00
11,200.00
748,8"6.00
++2,"20.00
2+0,425.00
104,000.00
1",252.5015,840.00
1%663150
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Page 4"
56,+76.00
6,600.00
1,050.00
70,20".00
41,615.00
42,"00.00
26,400.00
2,805.002,"70.00
250%2500
N K 1&5
1,10",281.75
1,+41,488.50
250&&025
N K 1&5
1,10",281.75
1,524,418.75
2633&0050
1,10",281.75
1,707,+4".00
2816630&5
1,10",281.75
1,"51,256.00
306053&&5
ETON K 1&5
1,10",281.75
772,652.50
1,+41,488.50
322322&5BETON K 1&5
1,10",281.75
772,652.50
1,524,418.75
30635300
1&5
1,10",281.75
772,652.50
1,707,+4".00
358%28325
1&5
1,10",281.75772,652.50
1,"51,256.00
38331%025
ETON K 225
1,172,045.60
772,652.50
1,+41,488.50
328618660
BETON K 225
1,172,045.60
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Page 50
772,652.50
1,524,418.75
36%11685
225
1,172,045.60
772,652.50
1,707,+4".00
36520&10
2251,172,045.60
772,652.50
1,"51,256.00
38%5%510
TON K 1&5
1,10",281.75
"61,44".00
1,+41,488.50
31221%25
TON K 1&5
1,10",281.75
"61,44".001,524,418.75
35%51%50
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Page 51
5
1,10",281.75
"61,44".00
1,707,+4".00
3&&80&%&5
5
1,10",281.75
"61,44".00
1,"51,256.00021%86&5
TON K 225
1,172,045.60
"61,44".00
1,+41,488.50
3&%8310
TON K 225
1,172,045.60
"61,44".00
1,524,418.75
365&%1335
51,172,045.60
"61,44".00
1,707,+4".00
3808360
5
1,172,045.60
"61,44".00
1,"51,256.00
08&5060
5
1,10",281.75
2,472,580.001,+41,488.50
%2335025
5
1,10",281.75
2,472,580.00
1,524,418.75
510628050
TON K 1&5
1,10",281.75
2,472,580.00
1,707,+4".00
528%210&5ANG K 1&5
1,10",281.75
2,472,580.00
1,"51,256.00
553311&&5
5
1,172,045.60
2,472,580.00
1,+41,488.50
%861110
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Page 52
5
1,172,045.60
2,472,580.00
1,524,418.75
516%035
TON K 225
1,172,045.60
2,472,580.00
1,707,+4".005351%&60
ANG K 225
1,172,045.60
2,472,580.00
1,"51,256.00
55%588160
TON K 1&5
1,10",281.75
2,127,11+.00
1,+41,488.50
5&&88325
TON K 1&51,10",281.75
2,127,11+.00
1,524,418.75
&6081350
TON K 1&5
1,10",281.75
2,127,11+.00
1,707,+4".00
%3&3&5
TON K 1&5
1,10",281.75
2,127,11+.001,"51,256.00
518&650&5
TON K 225
1,172,045.60
2,127,11+.00
1,+41,488.50
606&10
TON K 225
1,172,045.60
2,127,11+.00
1,524,418.75
8235&&35 TON K 225
1,172,045.60
2,127,11+.00
1,707,+4".00
500650&60
TON K 225
1,172,045.60
2,127,11+.00
1,"51,256.00
5250160
-
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Page 5+
ETON K 1&5
1,10",281.75
1,"2",45+.50
1,+41,488.50
380223&5
ETON K 1&5
1,10",281.75
1,"2",45+.50
1,524,418.755631500
ETON K 1&5
1,10",281.75
1,"2",45+.50
1,707,+4".00
&60825
BETON K 1&5
1,10",281.75
1,"2",45+.50
1,"51,256.00
%8%%%125
ETON K 2251,172,045.60
1,"2",45+.50
1,+41,488.50
2%8&60
ETON K 225
1,172,045.60
1,"2",45+.50
1,524,418.75
625%1&85
ETON K 225
1,172,045.60
1,"2",45+.501,707,+4".00
8088810
BETON K 225
1,172,045.60
1,"2",45+.50
1,"51,256.00
5052&5510
64+,5"7.56
812.00
1,625.00
2,000.002,125.00
"0.00
6502%56
-
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Page 54
10,718,400.00
20,625.00
45,000.00
+"0,000.00
1,440,000.00
15+,000.00
27,000.0012&%02500
+8",760.00
22,500.00
65,000.00
240,000.00
25,500.00
4,500.00
&&26000
2++,856.00
4,"50.0052,000.00
1"2,000.00
20,400.00
+,600.00
50680600
62+,616.00
8,250.00
65,000.00
240,000.00
25,500.00
4,500.00%6686600
24+,600.00
8+,000.00
22,500.00
4"5.00
45,500.00
168,000.00
17,850.00
+,150.00
580%500
",825,200.00
210,000.00
"2,400.00
260,000.00
"60,000.00
102,000.00
18,000.00
116&60000
11,101,200.00
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Page 55
210,000.00
"2,400.00
260,000.00
"60,000.00
102,000.00
18,000.00
12&360000
",825,200.00210,000.00
4",500.00
156,000.00
576,000.00
61,200.00
10,800.00
10888&0000
11,101,200.00
210,000.00
4",500.00
156,000.00576,000.00
61,200.00
10,800.00
1216&0000
9! 0++4+42002
"0,480.00
2,475.00
6,500.00
8,000.00
850.00
450.00
108&55009! 0++4+42002
56,167.20
2,475.00
6,500.00
8,000.00
850.00
450.00
&220
9! 0++4+42002
7+,"5+.48
2,475.00
11,050.0028,000.00
2,"75.00
765.00
11%2188
107,184.00
825.00
6,500.00
16,000.00
1,700.00
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Page 56
450.00
13265%00
61,4"0.00
250,0"6.00
2,475.00
25,200.00
",750.00
+6,000.00+,825.00
720.00
38%55600
71,+80.00
250,0"6.00
2,475.00
25,200.00
",750.00
+6,000.00
+,825.00
720.003%%600
7,875.00
165.00
+,250.00
4,000.00
425.00
270.00
15%8500
52,500.00
",750.00
6,000.00
680.00
720.00
6%65000
1",250.00
12,800.00
",184.00
26,000.00
16,000.001,700.00
180.00
851100
-
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Page 57
107,800.00
",750.00
6,000.00
680.00
720.00
12%5000
54,250.0012,800.00
",184.00
26,000.00
16,000.00
1,700.00
180.00
1201100
68,400.00
1+,000.00
8,000.00
850.00"00.00
%115000
47,250.00
12,800.00
",184.00
26,000.00
16,000.00
1,700.00
180.00
1131100
27,825.00
2,784.00
",100.00
5,+60.00
56".50
60+.00
62150
46,550.00
2,784.00
",100.00
5,+60.0056".50
60+.00
6%6650
50,085.00
1,740.00
",100.00
5,+60.00
56".50
60+.00
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Page 58
6&5&50
"1,+50.00
1,740.00
5,460.00
10,000.00
1,105.00
+60.00
11001500
22,800."6
2,+10.00
6,500.00
4,000.00
425.00
450.00
3685%6
-
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Page 5"
24,570.00
2,+10.00
6,500.00
4,000.00
425.00
450.00
3825500
18,000.00
2,+10.00
6,500.00
4,000.00
425.00
450.00
3168500
",570.00
165.00
+,250.00
4,000.00425.00
225.00
1&63500
51,812.55
16,000.00
4,500.00
12,"15.00
45,500.00
28,000.002,"75.00
+,150.00
1685255
65,2+".20
15,680.00
+,"00.00
12,"15.00
40,+00.00
28,000.00
2,"75.00
2,700.001&1&0%20
64,575.00
14,880.00
4,"20.00
5,166.00
58,500.00
+6,000.00
+,825.00
4,050.00
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Page 60
1%1%1600
50,880.00
16,640.00
4,860.00
12,"15.00
45,500.00
28,000.00
2,"75.00+,150.00
16%2000
+",600.00
18,800.00
10,045.00
45,500.00
28,000.00
2,"75.00
+,150.00
180&000
-
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Page 61
148,500.00
14,880.00
5,166.00
58,500.00
+6,000.00
+,825.00
4,050.00
2&0%2100
150,800.00
4,725.00
",600.00
2,870.00
65,000.00
120,000.00
127,500.00
14,400.00
%8%500
1,450,000.00
87,000.00
214,500.00
88,000.00
"+5.00
14,400.00
18583500
1,"4",000.00
175,410.00
",600.002,870.00
65,000.00
80,000.00
8,500.00
",000.00
22%%38000
+42,500.00
4,"+2.00
",600.00
2,870.00
78,000.00116,000.00
12,750.00
",000.00
5&565200
41,000.00
187.50
650.00
8,000.00
850.00
-
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Page 62
450.00
5113&50
160,+12.50
12+,200.00
+7,+10.00
28,440.00
7,100.00
26,845.00
650.00
8,000.00
850.00
45.00
3%2&5250
++,000.00
",625.00
7,020.00
14,400.00
1,5+0.00
486.00
6606100
-
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Page 6+
",000.00
2,625.00
2,+40.00
4,800.00
510.00
162.00
1%3&00
10,200.00
2,"75.00
2,+40.00
4,800.00
510.00
162.00
20%8&00
16,080.00
4,6"0.00
2,+40.00
4,800.00510.00
162.00
2858200
48,720.00
14,210.00
2,+40.00
4,800.00
510.00
162.00
&0&200
"6,200.00
650.00
40,000.00
850.00
450.00
13815000
20,+00.00
"75.00
12,000.001,275.00
675.00
3522500
14,500.00
650.00
8,000.00
850.00
450.00
25000
-
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Page 64
+4,800.00
1,+00.00
16,000.00
1,700.00
"0.00
538%000
5,000.00"75.00
12,000.00
1,275.00
675.00
1%%2500
1++,100.00
"75.00
12,000.00
1,275.00
675.00
1802500
-
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Page 65
1,100.00
",750.00
270.00
1112000
577.50
",750.00270.00
105%&50
800.00
+,1"0.00
8,2"4.00
1,+00.00
5,040.00
5+5.50
225.00
1%3850
+,828.00
5,742.00
1,820.00
+,+60.00
+57.00
225.00
1533200
2,200.00
7,100.00
18,460.00
1,+00.005,040.00
5+5.50
225.00
386050
8,520.00
12,780.00
1,820.00
+,+60.00
+57.00
225.00
2&06200
6,720.00
4,005.00
10,65".00
16,+02.00
165.00
465.00
1,"60.00
4,550.00
720.00
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Page 67
60,000.00
",000.00
1,+00.00
16,000.00
1,700.00
225.00
8822500
"0,000.00
1,+00.00
16,000.00
1,700.00
225.00
10%22500
ERECTION$"
14,+75.00
+,"00.004,800.00
510.00
270.00
2385500
8,500.00
4,700.00
6,500.00
8,000.00
850.00
450.00
101,200.0013020000
130200
",680.00
2,550.00
1,880.00
2,600.00
1,600.00
170.00
180.00
4,+01.00
22%610022%610
++,075.00
247.50
76,0+8.00
1+,000.00
+2,000.00
2,125.00
"00.00
15&38550
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Page 68
4+5,000.00
65,000.00
80,000.00
8,500.00
4,500.00
5%300000
"5,700.00580.00
1,800.00
2,7"5.00
+,440.00
+65.50
18".00
1086%50
+52,000.00
21+,200.00
5,525.00
6,800.00722.50
+78.00
5&862550
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Page 6"
462,000.00
26,400.00
8,100.00
5,525.00
6,800.00
722.50
+78.00
50%%2550
440,000.00
++,000.00
8,100.00
5,525.00
6,800.00
722.50
+78.00
%52550
ING PARTISI
27,"12.50
2,+"2.50
1+,000.00
16,000.00
1,700.00
"00.00
61%0500
N
12,760.00
14,+52.00
4,186.50
16,250.0020,000.00
2,125.00
1,170.00
&08350
N
",568.00
0.00
1,7"4.00
16,250.00
20,000.00
2,125.001,170.00
50%0&00
9! 0++4+42002
18,+21.42
41,112.50
2,+20.00
6,500.00
8,000.00
850.00
450.00
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Page 70
&&553%2
250,000.00
+",000.00
160,000.00
17,000.00
2,700.00
68&0000
60,000.00
2,870.00
10,400.00
12,800.00
1,+60.00
720.00
8815000
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#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0050 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
#enaga 2.6600 $h Peke%&a @ Rp. 65,000.00 = Rp.
4.0000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.4000 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.1++0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
PEKERJAAN TANAH / SNI DT %1-0006-200&
1 M3 GALIAN TANAH BIASA SEDALAM 1 M
#enaga 0.7500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0250 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH BIASA SEDALAM 2 M
#enaga 0."000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0450 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH BIASA SEDALAM 3 M
#enaga 1.0500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2MENURUNKAN RANGKA ATAP #TIDAK DIPAKAI LAGI$
1 M3BONGKAR KONSTRUKSI KUDA-KUDA KAYU DAN GORDING
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1 M3 GALIAN TANAH KERAS SEDALAM 1 M
#enaga 1.0000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0+20 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH CADAS SEDALAM 1 M
#enaga 1.5000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0600 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M#enaga 1.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0450 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 URUGAN TANAH KEMBALI
'engu%ug ke*bai 1 *+ gaian (ihitung (a%i 1/+ (a%i in(eks peke%&aan gaian
1 M3 PEMBUANGAN TANAH KE LUAR LAPANGAN JARAK 60 M
#enaga 0.6600 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0200 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 PEMADATAN TANAH #PER 20 CM$
#enaga 0.5000 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.0500 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 URUGAN PASIR "
Bhn 1.2000 '+ Pasi% %ug @ Rp. 1"8,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0100 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 URUGAN PEDEL MANTUP "
Bhn 1.2000 '+ Pe(e 'antup @ Rp. 104,000.00 = Rp.
#enaga 0.2500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0250 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.1 M' GALIAN STROUS 30 () "
#enaga 0.2450 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.024+ $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PEKERJAAN STRIPPING SETINGGI 1 M
#enaga 0.0500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0050 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
PEKERJAAN PONDASI / SNI DT %1-000&-200&
1 M3 PASANGAN PONDASI BELAH 1 P( " 5 P* "
Bhn 1.2000 *+ Batu beah 15/20 -* @ Rp. 167,000.00 = Rp. 1+6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.5440 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 1.5000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.7500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0750 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0750 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 PONDASI BATU KOSONG/AANSTAMPING "
Bhn 1.2000 *+ Batu beah 15/20 -* @ Rp. 167,000.00 = Rp.
0.4+20 *+ Pasi% u%ug @ Rp. 1"8,000.00 = Rp.
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Page 78
#enaga 0.7800 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.+"00 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0+"0 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0+"0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG +ONDASI KUMBUNG UMPAK CAMP 1 PC " 3 PS
Bhn 16.0000 bh Ku*bung u*pak 25/25 @ Rp. 7,000.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0150 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
PEKERJAAN DINDING / SNI DT %1-000%-200&
1 M2 PASANGAN BATU BATA MERAH TEBAL , BATA CAMP1 P( " 3 P* "
Bhn 70.0000 bh Batu Bata *e%ah @ Rp. 675.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0150 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANGAN BATU BATA MERAH TEBAL , BATA CAMP1 P( " 6 P*
Bhn 70.0000 bh Batu Bata *e%ah @ Rp. 675.00 = Rp.
8.+200 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.04"0 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0150 $h 'an($% @ Rp. 0.00 = Rp.)u*ah = Rp.
1 M2 PASANGAN KUMBUNG PASANG 8() . 12() . 2&() CAMP1 P( " 3 P* "
Bhn 27.5000 bh Ku*bung pasang 8/12/27 @ Rp. 1,280.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0150 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANGAN KUMBUNG PASANG 8() . 12() . 2&() CAMP1 P( " 6 K
Bhn 28.0000 bh Ku*bung pasang 8/12/27 @ Rp. 1,280.00 = Rp. 8.+200 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.04"0 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0150 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG BATAKO UKURAN 3% . 1% . 10 () CAMP 1 P("3P*
Bhn 12.5000 bh Batak$ uku%an +"1"10 -* @ Rp. 5,100.00 = Rp.
14.+700 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
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Page 7"
0.0400 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $/h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $/h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $/h Kepaa tukang @ Rp. 0.00 = Rp.
0.0150 $/h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG DINDING ROSTER/ TERA!ANG "
Bhn 25.0000 bh R$ste% genteng 2020 @ Rp. 1+,000.00 = Rp.
11.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp. 0.0+50 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.+000 $/h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $/h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $/h Kepaa tukang @ Rp. 0.00 = Rp.
0.0150 $/h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
PEKERJAAN PLESTERAN / SNI %1-0010-200&
1 M2 PLESTERAN TRASRAM 1 PC " 3 PS TEBAL 15 )) "
Bhn 7.7760 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.02+0 '+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1500 $h #ukang batu @ Rp. 80,000.00 = Rp. 0.0150 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0150 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PLESTERAN TEMBOK BIASA 1 P(" 6 P* TEBAL 15 )) "
Bhn 4.4160 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0270 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0150 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0100 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ACIAN "Bhn +.2500 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0100 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M' PLESTERAN SKONING/TALI AIR 10 MM"
Bhn 0.5000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.01+0 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 0.080 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.040 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.040 $h Kepaa tukang @ Rp. 0.00 = Rp. 0.004 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
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Page 80
1 M2 PASANG !ATER PROO+ING COATING #POLYMER$ 3 LAPIS "
Bhn 0.500 kg ate% p%$$ing p$y*e% @ Rp. 52,200.00 = Rp.
#enaga 0.070 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.105 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.004 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.00+ $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG !ATER PROO+ING COATING #CEMENTAID$ 2 LAPIS "
Bhn 0.625 set ate% p%$$ing -e*entai( @ Rp. 156,600.00 = Rp.#enaga 0.070 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.105 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.004 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.00+ $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
PEKERJAAN BETON/ SNI DT %1-0008-200&
1 M3 RABAT BETON K 100 "
Bhn 2+0.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.6+7" *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.7607 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
200.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.2000 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.0200 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.2000 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0600 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 BETON MUTU '( 15 M #K 1&5$"
Bhn +26.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.542" *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.7622 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
215.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.6500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2750 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0280 $h Kepaa #ukang @ Rp. 0.00 = Rp. 0.08+0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 BETON MUTU '( 1%3 M #K 225$"
Bhn +71.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.4"86 *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.7756 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
215.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.6500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2750 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0280 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.08+0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.1 M3 BETON MUTU '( 21& M #K 250$"
Bhn +84.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.4"4+ *+ Pasi% -$% @ Rp. +16,000.00 = Rp.
0.76"6 *+ K%iki bet$n 2/+ hita* @ Rp. +55,000.00 = Rp.
215.0000 t% i% @ Rp. +0.00 = Rp.
#enaga 1.6500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2750 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0280 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.08+0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
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1 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR"
Bhn 1.0500 kg Besi bet$n 3p$$s/ui% @ Rp. 10,+25.00 = Rp.
0.0150 kg Kaat bet$n @ Rp. 16,240.00 = Rp.
#enaga 0.0070 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0070 $h #ukang besi @ Rp. 80,000.00 = Rp.
0.0007 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0004 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
110 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR"Bhn 115.5000 kg Besi bet$n 3p$$s/ui% @ Rp. 10,+25.00 = Rp.
1.6500 kg Kaat bet$n @ Rp. 16,240.00 = Rp.
#enaga 0.7700 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.7700 $h #ukang besi @ Rp. 80,000.00 = Rp.
0.0770 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0440 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
125 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR"
Bhn 1+1.2500 kg Besi bet$n 3p$$s/ui% @ Rp. 10,+25.00 = Rp.
1.8750 kg Kaat bet$n @ Rp. 16,240.00 = Rp.
#enaga 0.8750 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.8750 $h #ukang besi @ Rp. 80,000.00 = Rp. 0.0875 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0500 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
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Page 8+
)u*ah = Rp.
1 M3 BEKISTING UNTUK LANTAI"
Bhn 0.+200 *+ Kayu bekisting keas !!! @ Rp. 1,87",200.00 = Rp.
+.2000 kg Paku 5 -* 10 -* @ Rp. 16,500.00 = Rp.
1.6000 t% 'inyak bekisting @ Rp. 7,000.00 = Rp.
0.1200 *+ Kayu *e%anti 5/7 @ Rp. 4,680,600.00 = Rp.
2.8000 b% Py$$( teba 8 ** @ Rp. 118,"00.00 = Rp.
#enaga +.5450 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.+000 $h #ukang kayu @ Rp. 80,000.00 = Rp. 0.2265 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.1760 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M3 BEKISTING UNTUK DINDING"
Bhn 0.2400 *+ Kayu bekisting keas !!! @ Rp. 1,87",200.00 = Rp.
+.2000 kg Paku 5 -* 10 -* @ Rp. 16,500.00 = Rp.
1.6000 t% 'inyak bekisting @ Rp. 7,000.00 = Rp.
0.1600 *+ Kayu *e%anti 5/7 @ Rp. 4,680,600.00 = Rp.
2.8000 b% Py$$( teba 8 ** @ Rp. 118,"00.00 = Rp.
#enaga +.5450 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.+000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.2265 $h Kepaa #ukang @ Rp. 0.00 = Rp. 0.1760 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
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1 M3 MEMBUAT KOLOM BETON BERTULANG PEMBESIAN 125 KG MUTU BETON K 2
1.0000 B#9 '# K 225 @ Rp. 1,162,1"5.60 = Rp.
1.0000 BK!#!9: K
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Page "1
0.0050 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 DINDING PEMISAH DOUBLE PLY!OOD RANGKA KY KAMPER "
Bhn 0.8600 b% Py$$( 4 ** @ Rp. 71,500.00 = Rp.
0.0280 *+ Ba$k ky. Ka*pe% @ Rp. 8,"+2,000.00 = Rp.
0.1500 kg Paku @ Rp. 16,500.00 = Rp.
0.5600 t%
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Page "2
1 M2 PASANG ATAP GENTENG +ABRIKASI KARANGPILANG MODEL KODOK "
Bhn 22.0000 Bh :enteng ab%ikasi type k$($k @ Rp. 4,"00.00 = Rp
#enaga 0.1500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0750 $h #ukang @ Rp. 80,000.00 = Rp.
0.0080 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0080 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M' PASANG GENTENG BUBUNGAN GENTENG +ABRIKASI KARANGPILANG "
Bhn +.5000 Bh bubungan ab%ikasi k%angpiang @ Rp. 15,500.00 = Rp. 8.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0+20 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.4000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2000 $h #ukang @ Rp. 80,000.00 = Rp.
0.0200 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0020 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ATAP GENTENG BETON +ABRIKASI MONIER "
Bhn ".0000 Bh :enteng bet$n @ Rp. 7,600.00 = Rp
#enaga 0.2000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 0.00 = Rp. 0.0100 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M' PASANG GENTENG BUBUNGAN BETON "
Bhn +.5000 Bh :enteng bet$n bubungan @ Rp. 1+,500.00 = Rp.
8.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0+20 *+ Pasi% Pasang @ Rp. 287,000.00 = Rp.
#enaga 0.4000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.2000 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0200 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0020 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ATAP ASBES GELOMBANG KECIL #300.105 )$ . )) "Bhn 0.+500 b% sbes ge. ke-i @ Rp. 7",500.00 = Rp.
0.1200 kg Paku ek%up @ Rp. 2+,200.00 = Rp.
#enaga 0.1400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0067 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0067 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG ATAP ASBES GELOMBANG BESAR #305.100 )$ . 6 )) "
Bhn 0.+500 b% sbes ge. Besa% @ Rp. 1++,000.00 = Rp.
0.1200 kg Paku ek%up @ Rp. 2+,200.00 = Rp.
#enaga 0.1400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h #ukang kayu @ Rp. 80,000.00 = Rp. 0.0067 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0067 $h 'an($% @ Rp. 0.00 = Rp.
, )u*ah = Rp.
1 M2 PASANG ATAP 9INCALUM 025 )) !ARNA NATURAL
Bhn 1.0500 *2 tap ?in-au* 0,25 ** 9atu%a @ Rp. 47,700.00 = Rp
6.0000 bh Paku ek%up @ Rp. 2"0.00 = Rp
#enaga 0.1400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0670 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0067 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0067 $h 'an($% @ Rp. 0.00 = Rp.
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Page "+
)u*ah = Rp.
1 M' PASANG NOK STELL GELOMBANG "
Bhn 2.1000 b% sbes 9$k ste @ Rp. 4+,500.00 = Rp.
6.0000 bh Paku ek%up @ Rp. 2"0.00 = Rp.
#enaga 0.0840 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1250 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.01+0 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0040 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
PEKERJAAN LANGIT - LANGIT / SNI DT %1-0013-200&
1 M2 PASANG PENUTUP PLA+ON KALSIBOARD T 35 )) "
Bhn 0.+640 b% Kasib$a%( @ Rp. 62,640.00 = Rp.
0.1100 kg Paku sk%up @ Rp. 21,000.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0500 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0050 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0050 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
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Page "4
1 M2 PASANG PENUTUP PLA+ON GYPSUM BOARD T % )) "
Bhn 0.+640 b% :ypsu* b$a%( 3120240"** @ Rp. 67,500.00 = Rp.
0.1100 kg Paku sk%up @ Rp. 21,000.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0500 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0050 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0050 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PASANG PENUTUP PLA+ON ETERNIT 35 MM "Bhn 1.0000 b% te%nit +,5 ** @ Rp. 18,000.00 = Rp.
0.1100 kg Paku sk%up @ Rp. 21,000.00 = Rp.
#enaga 0.1000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0500 $h #ukang kayu @ Rp. 80,000.00 = Rp.
0.0050 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0050 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M' PASANG LIST PLA+OND GYPSUM "
Bhn 1.1000 *>
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Page "6
1 M 2 PASANG BATU CANDI "
Bhn 1.1000 *2 Batu -an(i @ Rp. 1+5,000.00 = Rp.
".+000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0180 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 0."000 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.4500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0450 $h Kepaa #ukang @ Rp. 0.00 = Rp.
0.0450 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
PEKERJAAN SANITASI / R7 SNI 2002
MEMASANG 1 BH CLOSED JONGKOK PORSELIN "
Bhn 1.0000 bh $se( &$ngk$k p$%sein @ Rp. 150,800.00 = Rp.
7.0000 bh Batu bata *e%ah @ Rp. 675.00 = Rp.
6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0100 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 1.0000 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.5000 $h #ukang batu @ Rp. 80,000.00 = Rp.
1.5000 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.1600 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.MEMASANG 1 BH CLOSED DUDUK PORSELIN "
Bhn 1.0000 bh $se( (u(uk p$%sein @ Rp. 1,450,000.00 = Rp.
1.0000 bh Pe%engkapan 36A ha%ga k$set@ Rp. 87,000.00 = Rp.
#enaga +.+000 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0110 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.1600 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH URINOIR KERAMIK "
Bhn 1.0000 bh %in$i% Ke%a*ik @ Rp. 1,"4",000.00 = Rp.
0.+000 bh Pe%./a-ess$%ies @ Rp. 584,700.00 = Rp.
6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp. 0.0100 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 1.0000 $h Peke%&a @ Rp. 65,000.00 = Rp.
1.0000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.1000 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.1000 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH !ASHTA+EL"
Bhn 1.0000 bh ashtae !9 @ Rp. +42,500.00 = Rp.
0.1200 Pe%./a-ess$%ies @ Rp. 41,100.00 = Rp.
6.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.0100 *+ Pasi% pasang @ Rp. 287,000.00 = Rp.
#enaga 1.2000 $h Peke%&a @ Rp. 65,000.00 = Rp. 1.4500 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.1500 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.1000 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH KRAN DIA 1/2 : STAINLESSTEEL
Bhn 1.0000 bh K%an ai% 1/2 #!9
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Page "7
0.0050 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
MEMASANG 1 BH BAK KONTROL PAS BATA #5.5$() T 50 ()
Bhn 0.2500 Batu bata *e%ah @ Rp. 641,250.00 = Rp.
77.0000 kg e*en p$%tan( @ Rp. 1,600.00 = Rp.
0.1+00 Pasi% pasang @ Rp. 287,000.00 = Rp.
0.0"00 Pasi% bet$n @ Rp. +16,000.00 = Rp.
0.0200 Batu pe-ah @ Rp. +55,000.00 = Rp.
2.6000 kg Besi bet$n @ Rp. 10,+25.00 = Rp.
#enaga 0.0100 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1000 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0100 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0005 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
MEMASANG 1 M' PIPA GI 3/:
Bhn 1.2000 *> Pipa :! +/4 @ Rp. 27,500.00 = Rp.
1.0000 Pe%engkapan3+5A ha%ga pipa @ Rp. ",625.00 = Rp.
#enaga 0.1080 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.1800 $h #ukang batu @ Rp. 80,000.00 = Rp.
0.0180 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0054 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
*+
*+
*+
*+
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Page ""
1 B
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PEKERJAAN PENGECATAN / R7 SNI 03-2835-2002
1 M2 PENGIKISAN/PENGEROKAN PERMUKAAN CAT LAMA"
Bhn 0.0500 Kg $(a pi @ Rp. 22,000.00 = Rp.
Peke%&a 0.1500 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.00+0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PENCUCIAN DINDING TEMBOK YANG PERNAH DICAT"
Bhn 0.0500 Kg abun @ Rp. 11,550.00 = Rp.
Peke%&a 0.1500 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.00+0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND BARU IN DOOR "
Bhn 0.1000 Kg Pa*i% te*b$k @ Rp. 8,000.00 = Rp.
0.1000 Kg at (asa% @ Rp. +1,"00.00 = Rp.
0.2600 Kg at penutup 2 @ Rp. +1,"00.00 = Rp.
Peke%&a 0.0200 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.06+0 $h #ukang at @ Rp. 80,000.00 = Rp.
0.006+ $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0025 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND LAMA IN DOOR "Bhn 0.1200 kg at (asa% @ Rp. +1,"00.00 = Rp.
0.1800 kg at penutup 2 @ Rp. +1,"00.00 = Rp.
#enaga 0.0280 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0420 $h #ukang at @ Rp. 80,000.00 = Rp.
0.0042 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0025 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND BARU OUT DOOR "
Bhn 0.1000 Kg kai @ Rp. 22,000.00 = Rp.
0.1000 Kg at (asa% @ Rp. 71,000.00 = Rp.
0.2600 Kg at penutup 2 @ Rp. 71,000.00 = Rp.
Peke%&a 0.0200 $h Peke%&a @ Rp. 65,000.00 = Rp. 0.06+0 $h #ukang at @ Rp. 80,000.00 = Rp.
0.006+ $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0025 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 CAT TEMBOK / PLA+OND LAMA OUT DOOR "
Bhn 0.1200 kg at (asa% @ Rp. 71,000.00 = Rp.
0.1800 kg at penutup 2 @ Rp. 71,000.00 = Rp.
#enaga 0.0280 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0420 $h #ukang at @ Rp. 80,000.00 = Rp.
0.0042 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0025 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.1 M2 CAT KAYU/BESI PERMUKAAN BARU
Bhn 0.2000 Kg 'eni kayu / besi @ Rp. ++,600.00 = Rp.
0.1500 Kg Pa*i% kayu/besi @ Rp. 26,700.00 = Rp.
0.1700 Kg at (asa% @ Rp. 62,700.00 = Rp.
0.2600 kg at penutup 2 @ Rp. 62,700.00 = Rp.
0.0100 bh Kuas @ Rp. 16,500.00 = Rp.
0.0+00 kg Pengen-e%/thine% B @ Rp. 15,500.00 = Rp.
0.2000 b% *peas @ Rp. ",800.00 = Rp.
#enaga 0.0700 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.00"0 $h #ukang at @ Rp. 80,000.00 = Rp.
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Page 101
0.0060 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.00+0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 CAT KAYU / BESI # LAMA $ "
Bhn 0.1500 Kg Pa*i% kayu/besi @ Rp. 26,700.00 = Rp.
0.1700 Kg at (asa% @ Rp. 62,700.00 = Rp.
0.1700 t% at penutup 2 @ Rp. 62,700.00 = Rp.
0.0100 bh Kuas @ Rp. 16,500.00 = Rp.
0.0+00 kg Pengen-e%/thine% B @ Rp. 15,500.00 = Rp. 0.2000 b% *peas @ Rp. ",800.00 = Rp.
#enaga 0.0700 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0750 $h #ukang at @ Rp. 80,000.00 = Rp.
0.0075 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.0025 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
1 M2 PEKERJAAN PLITURAN "
Bhn 0.1500 t% Pitu% @ Rp. 60,000.00 = Rp.
0.+720 t% Pitu% &a(i @ Rp. 60,000.00 = Rp.
2.0000 b% Ke%tas g$s$k @ Rp. ",800.00 = Rp.
#enaga 0.0400 $h Peke%&a @ Rp. 65,000.00 = Rp.
0.0600 $h #ukang at @ Rp. 80,000.00 = Rp. 0.0160 $h Kepaa tukang @ Rp. 0.00 = Rp.
0.00+0 $h 'an($% @ Rp. 0.00 = Rp.
)u*ah = Rp.
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1 M2 PASANG !ALL PAPER
Bhn 1.200 *2 apape% @ Rp. 50,000.00 = Rp.
0.200 Kg
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1 M2 PASANG ROLLING DOOR ALUMINIUM
Bhn 1.000 * R$ing ($$% au*iniu* @ Rp. 4+5,000.00 = Rp.
#enaga 1.00