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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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    Page 5

    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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    Page 1"

    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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    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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    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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    )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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    &&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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    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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    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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    )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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    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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    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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    )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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    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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    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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    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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    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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    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