rab gedung

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ANALISA HARGA SATUAN PEKERJAAN PERSIAPAN NO URAIAN KOEF. SAT. HARGA SAT 1 2 3 4 5 1 M2 PEK PENGUKURAN KEMBALI (SITE) 1 Tukang batu terampil 0.010 org 50,000 2 Pekerja terampil 0.020 org 50,000 3 Peralatan 1.000 ls 250 Jumlah Keuntungan Max Jumlah Dibulatkan 1 M1 PEK PASANGAN BOUWPLANK 1 Kayu borneo super 0.010 m3 1,450,000 2 Paku 5-7 0.100 kg 7,500 3 Meni 0.005 ls 9,800 4 Tukang kayu setengah terampil 0.100 50,000 5 Pekerja 0.060 40,000 6 Kepala tukang kayu 0.010 75,000 7 Mandor 0.004 100,000 Jumlah Keuntungan Max Jumlah Dibulatkan 1 M2 PEK KANTOR DIREKSI 1 Kayu borneo super 0.100 m3 1,380,000 2 Paku 5-7 0.500 kg 7,500 3 Seng Gb BJLS 26 (80x180) 1.200 lbr 27,500 4 Semen PC 50 Kg 0.250 zak 32,500 5 Tripleks 3 mm 1.000 lbr 29,000 6 Pasir pasang 0.250 m3 70,000 7 Bata merah 70.000 bh 250 8 Peralatan 1.000 ls 20,000 9 Ongkos pasang 1.000 ls 50,000 Jumlah Keuntungan Max Jumlah Dibulatkan 1 M2 PAPAN NAMA PROYEK 1 Kayu Borneo super 0.130 m3 1,450,000 2 Paku 5-7 0.250 kg 7,500 3 Cat minyak 1.000 kg 35,358 4 Penulisan 1.000 ls 100,000 5 Ongkos pasang 1.000 ls 25,000 Jumlah Keuntungan Max Jumlah Dibulatkan 1 M2 LOS KERJA/ GUDANG

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Page 1: RAB Gedung

ANALISA HARGA SATUANPEKERJAAN PERSIAPAN

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

1 M2 PEK PENGUKURAN KEMBALI (SITE)1 Tukang batu terampil 0.010 org 50,000 500 2 Pekerja terampil 0.020 org 50,000 1,000 3 Peralatan 1.000 ls 250 250

Jumlah 1,750 Keuntungan Max 175 Jumlah 1,925 Dibulatkan 1,900

1 M1 PEK PASANGAN BOUWPLANK1 Kayu borneo super 0.010 m3 1,450,000 14,500 2 Paku 5-7 0.100 kg 7,500 750 3 Meni 0.005 ls 9,800 49 4 Tukang kayu setengah terampil 0.100 50,000 5,000 5 Pekerja 0.060 40,000 2,400 6 Kepala tukang kayu 0.010 75,000 750 7 Mandor 0.004 100,000 400

Jumlah 23,849 Keuntungan Max 2,385 Jumlah 26,234 Dibulatkan 26,200

1 M2 PEK KANTOR DIREKSI1 Kayu borneo super 0.100 m3 1,380,000 138,000 2 Paku 5-7 0.500 kg 7,500 3,750 3 Seng Gb BJLS 26 (80x180) 1.200 lbr 27,500 33,000 4 Semen PC 50 Kg 0.250 zak 32,500 8,125 5 Tripleks 3 mm 1.000 lbr 29,000 29,000 6 Pasir pasang 0.250 m3 70,000 17,500 7 Bata merah 70.000 bh 250 17,500 8 Peralatan 1.000 ls 20,000 20,000 9 Ongkos pasang 1.000 ls 50,000 50,000

Jumlah 316,875 Keuntungan Max 31,688 Jumlah 348,563 Dibulatkan 348,600

1 M2 PAPAN NAMA PROYEK1 Kayu Borneo super 0.130 m3 1,450,000 188,500 2 Paku 5-7 0.250 kg 7,500 1,875 3 Cat minyak 1.000 kg 35,358 35,358 4 Penulisan 1.000 ls 100,000 100,000 5 Ongkos pasang 1.000 ls 25,000 25,000

Jumlah 350,733 Keuntungan Max 35,073 Jumlah 385,807 Dibulatkan 385,800

1 M2 LOS KERJA/ GUDANG

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1 Seng Glb BJLS 28 (80 x 180) 1.100 lbr 27,500 30,250 2 Kayu Borneo super 0.100 m3 1,450,000 145,000 3 Paku 5-7 0.250 kg 7,500 1,875 4 Tripleks 3 mm 0.500 lbr 29,000 14,500 5 PC 0.125 zak 32,500 4,063 6 Peralatan 1.000 ls 10,000 10,000 7 Ongkos pasang 1.000 ls 35,000 35,000

Jumlah 240,688 Keuntungan Max 24,069 Jumlah 264,756 Dibulatkan 264,800

1 M1 PAGAR PENGAMAN PROYEK1 Seng Glb BJLS 28 (80 x 180) 1.430 lbr 27,500 39,325 2 Kayu Borneo super 0.036 m3 1,380,000 49,680 3 Paku 5-7 0.200 kg 7,500 1,500 4 Pengecatan cat minyak 1.800 kg 39,992 71,986 5 Ongkos pasang 1.000 ls 10,000 10,000

Jumlah 172,491 Keuntungan Max 17,249 Jumlah 189,740 Dibulatkan 189,700

1 M2 PEK PERATAAN TANAH1 Pekerja 0.040 org 40,000 1,600 2 Mandor 0.004 org 100,000 400 3 Alat Bantu 1.000 ls 1,000 1,000

Jumlah 3,000 Keuntungan Max 300 Jumlah 3,300 Dibulatkan 3,300

Page 3: RAB Gedung

ANALISA HARGA SATUANPONDASI, BETON & BESI

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

1 M3 PEK GALIAN TANAH BIASA1 Pekerja terampil 0.500 org 50,000 25,000 2 Mandor 0.003 org 100,000 300 3 Alat Bantu 1.000 ls 1,500 1,500

Jumlah 26,800 Keuntungan Max 2,680 Jumlah 29,480 Dibulatkan 29,500

1 M3 PEK GALIAN KEDALAMAN 1 s/d 5 M'1 Pekerja terampil 0.898 org 50,000 44,900 2 Mandor 0.033 org 100,000 3,300 3 Alat Bantu 1.000 ls 5,000 5,000

Jumlah 53,200 Keuntungan Max 5,320 Jumlah 58,520 Dibulatkan 58,500

1 M3 PEK GALIAN TANAH SUMURAN MAX KEDALAMAN 10 M11 Pekerja terampil 1.200 org 50,000 60,000 2 Mandor 0.050 org 100,000 5,000 3 Alat Bantu 1.000 ls 6,000 6,000

Jumlah 71,000 Keuntungan Max 7,100 Jumlah 78,100 Dibulatkan 78,100

1 M3 PEK GALIAN TANAH BERBATU MAX KEDALAMAN 1 M'1 Pekerja terampil 1.150 org 50,000 57,500 2 Mandor 0.025 org 100,000 2,500 3 Alat Bantu 1.000 ls 5,000 5,000

Jumlah 65,000 Keuntungan Max 6,500 Jumlah 71,500 Dibulatkan 71,500

1 M3 URUGAN TANAH KEMBALI1 Pekerja 0.300 org 40,000 12,000 2 Mandor 0.010 org 100,000 1,000 3 Alat Bantu 1.000 ls 800 800

Jumlah 13,800 Keuntungan Max 1,380 Jumlah 15,180 Dibulatkan 15,200

1 M3 PEMADATAN TANAH (TIAP 20 CM)1 Tanah urug (tiap 20 cm) 1.200 m3 32,000 38,400 2 Alat Bantu (Stamper) 1.000 ls 12,500 12,500 3 Pekerja 0.250 org 40,000 10,000

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4 Mandor 0.010 org 100,000 1,000 Jumlah 61,900 Keuntungan Max 6,190 Jumlah 68,090 Dibulatkan 68,100

1 M3 URUGAN PAKAI ALAT BESAR TANAH DARI LUAR1 Pek Galian 0.600 m3 53,200 31,920 2 Pek Galian tanah berbatu 0.250 m3 65,000 16,250 3 Pek Galian tanah biasa 0.350 m3 26,800 9,380 4 Pek Grading plant 6.000 m2 - 5 Beli tanah + Angkut Max 10 Km 1.200 m3 - -

Jumlah 57,550 Keuntungan Max 5,755 Jumlah 63,305 Dibulatkan 63,300

1 M3 URUGAN PASIR URUG1 Pasir urug 1.200 m3 32,000 38,400 2 Pekerja 0.150 org 40,000 6,000 3 Mandor 0.010 org 100,000 1,000

Jumlah 45,400 Keuntungan Max 4,540 Jumlah 49,940 Dibulatkan 49,900

1 M3 LANTAI KERJA 1 PC : 3 PS : 5 KRL1 Semen PC 50 Kg 4.945 zak 32,500 160,713 2 Split pecah mesin 2/3 0.930 m3 121,900 113,367 3 Pasir beton 0.550 m3 90,000 49,500 4 Pekerja 2.000 org 40,000 80,000 5 Tukang batu setengah terampil 0.500 org 45,000 22,500 6 Kepala tukang batu 0.050 org 75,000 3,750 7 Mandor 0.010 org 100,000 1,000 8 Peralatan 1.000 ls 37,500 37,500

Jumlah 468,330 Keuntungan Max 46,833 Jumlah 515,162 Dibulatkan 515,200

1 M3 PAS. BETON CYCLOOF + 40% BATU KALI1 Adukan 1 pc : 3 ps : 5 krl 0.720 m3 468,330 337,197 2 Batu kali/ batu belah 0.480 m3 80,000 38,400 3 Peralatan 1.000 ls 37,500 37,500

Jumlah 413,097 Keuntungan Max 41,310 Jumlah 454,407 Dibulatkan 454,400

1 M3 COR BETON SITE MIX K-1751 Semen PC 50 Kg 8.500 zak 32,500 276,250 2 Split pecah mesin 2/3 0.830 m3 121,900 101,177 3 Pasir beton 0.540 m3 90,000 48,600 4 Pekerja 3.000 org 40,000 120,000 5 Tukang batu setengah terampil 0.500 org 45,000 22,500 6 Kepala tukang batu 0.050 org 75,000 3,750

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7 Mandor 0.010 org 100,000 1,000 8 Peralatan 1.000 ls 40,000 40,000

Jumlah 613,277 Keuntungan Max 61,328 Jumlah 674,605 Dibulatkan 674,600

1 M3 COR BETON SITE MIX K-2251 Semen PC 50 Kg 9.870 zak 32,500 320,775 2 Split pecah mesin 2/3 0.810 m3 121,900 98,739 3 Pasir beton 0.490 m3 90,000 44,100 4 Pekerja 3.000 org 40,000 120,000 5 Tukang batu setengah terampil 0.500 org 45,000 22,500 6 Kepala tukang batu 0.050 org 75,000 3,750 7 Mandor 0.010 org 100,000 1,000 8 Peralatan 1.000 ls 40,000 40,000

Jumlah 650,864 Keuntungan Max 65,086 Jumlah 715,950 Dibulatkan 716,000

1 M3 COR BETON K-175 (READYMIX)1 Adukan K 175 1.000 m3 613,277 613,277 2 Upah pekerja 2.500 org 40,000 100,000 3 Tukang batu setengah terampil 0.250 org 45,000 11,250 4 Kepala tukang batu 0.100 org 75,000 7,500 5 Mandor 0.010 org 100,000 1,000 6 Peralatan pembantu 1.000 ls 20,000 20,000

Jumlah 753,027 Keuntungan Max 75,303 Jumlah 828,330 Dibulatkan 828,300

1 M3 COR BETON K-225 (READYMIX)1 Adukan K 225 1.000 zak 650,864 650,864 2 Upah pekerja 2.500 org 40,000 100,000 3 Tukang batu setengah terampil 0.250 org 45,000 11,250 4 Kepala tukang batu 0.100 org 75,000 7,500 5 Mandor 0.010 org 100,000 1,000 6 Peralatan pembantu 1.000 ls 20,000 20,000

Jumlah 790,614 Keuntungan Max 79,061 Jumlah 869,675 Dibulatkan 869,700

1 KG BESI BETON TERPASANG U-241 Besi beton rata-rata 1.050 kg 9,500 9,975 2 Kawat beton 0.010 kg 8,000 80 3 Tukang besi beton setengah terampil 0.025 org 45,000 1,125 4 Tukang besi beton terampil 0.015 org 60,000 900 5 Kepala tukang besi terampil 0.010 org 75,000 750 6 Mandor 0.005 org 100,000 500 7 Peralatan, Spancer 1.000 ls 500 500

Jumlah 13,830 Keuntungan Max 1,383 Jumlah 15,213

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Dibulatkan 15,200

1 KG BESI BETON TERPASANG U-391 Besi beton rata-rata 1.050 kg 9,800 10,290 2 Kawat beton 0.010 kg 8,000 80 3 Tukang besi beton setengah terampil 0.036 org 45,000 1,620 4 Tukang besi beton terampil 0.016 org 60,000 960 5 Kepala tukang besi terampil 0.011 org 75,000 825 6 Mandor 0.005 org 100,000 500 7 Peralatan, Spancer 1.000 ls 500 500

Jumlah 14,775 Keuntungan Max 1,478 Jumlah 16,253 Dibulatkan 16,300

1 KG BESI ERECTION KONST KUDA2 BESI1 Pekerja terampil 0.040 org 50,000 2,000 2 Tukang besi profil terampil 0.030 org 60,000 1,800 3 Kepala tukang besi profil 0.004 org 75,000 300 4 Mandor 0.004 org 100,000 400 5 Operator Alat Besar 0.002 org 75,000 150 6 Pembantu Operator 0.002 org 50,000 100 7 Alat Bantu 0.002 ls 50,000 100 8 Alat Besar 0.002 ls 500,000 1,000 9 Bahan Bakar Solar 0.100 lt 1,700 170

10 Pelumas 0.010 lt 15,000 150 Jumlah 6,170 Keuntungan Max 617 Jumlah 6,787 Dibulatkan 6,800

1 KG PEK KONST. BESI IWF/ PROFIL EX LUAR1 Pekerja terampil 0.060 org 50,000 3,000 2 Tukang besi profil terampil 0.004 org 60,000 240 3 Kepala tukang besi profil 0.001 org 75,000 75 4 Mandor 0.000 org 100,000 20 5 Besi IWF 1.050 kg 4,900 5,145 6 Alat Bantu 0.005 ls 100,000 500

Jumlah 8,980 Keuntungan Max 898 Jumlah 9,878 Dibulatkan 9,900

1 KG PEK KONST. BESI IWF/ PROFIL EX DN/ SII1 Pekerja terampil 0.060 org 50,000 3,000 2 Tukang besi profil terampil 0.004 org 60,000 240 3 Kepala tukang besi profil 0.001 org 75,000 75 4 Mandor 0.000 org 100,000 20 5 Besi IWF 1.050 kg 4,900 5,145 6 Alat Bantu 0.005 ls 100,000 500

Jumlah 8,980 Keuntungan Max 898 Jumlah 9,878 Dibulatkan 9,900

1 KG PEK KONST. BESI SIKU/ SII

Page 7: RAB Gedung

1 Pekerja terampil 0.060 org 50,000 3,000 2 Tukang besi profil terampil 0.004 org 60,000 240 3 Kepala tukang besi profil 0.001 org 75,000 75 4 Mandor 0.000 org 100,000 20 5 Besi Profil 1.025 kg 4,750 4,869 6 Alat Bantu 0.005 ls 100,000 500

Jumlah 8,704 Keuntungan Max 870 Jumlah 9,574 Dibulatkan 9,600

1 CM PENGELASAN DENGAN LAS LISTRIK1 Pekerja terampil 0.004 org 50,000 200 2 Tukang besi profil terampil 0.002 org 60,000 120 3 Kepala tukang besi profil 0.002 org 75,000 150 4 Mandor 0.001 org 100,000 100 5 Kawat las listrik 0.040 kg 12,000 480 6 Bahan Bakar Solar 0.030 lt 1,700 51 7 Pelumas 0.004 lt 15,000 60 8 Alat bantu 0.010 ls 50,000 500

Jumlah 1,661 Keuntungan Max 166 Jumlah 1,827 Dibulatkan 1,800

1 TTK MELUBANG KONST. BESI DENGAN BOR1 Pekerja terampil 0.020 org 50,000 1,000 2 Tukang besi profil terampil 0.010 org 60,000 600 3 Kepala tukang besi profil 0.003 org 75,000 225 4 Mandor 0.001 org 100,000 100 5 Alat bantu 0.010 ls 100,000 1,000

Jumlah 2,925 Keuntungan Max 293 Jumlah 3,218 Dibulatkan 3,200

1 M2 BEKISTING DENGAN PAPAN1 Kaso 5/7 borneo super (2x pakai) 50% 0.017 m3 1,380,000 23,460 2 Papan terentang (2x pakai) 50% 0.024 m3 1,450,000 34,800 3 Paku 0.400 kg 7,500 3,000 4 Pekerja 0.120 org 40,000 4,800 5 Tukang kayu terampil 0.150 org 60,000 9,000 6 Kepala tukang kayu 0.150 org 75,000 11,250 7 Mandor 0.050 org 100,000 5,000 8 Tukang kayu setengah terampil (bongkar cetakan) 0.120 org 50,000 6,000

Jumlah 97,310 Keuntungan Max 9,731 Jumlah 107,041 Dibulatkan 107,000

1 M2 BEKISTING MUTIPLEX 9 MM1 Kaso 5/7 borneo super (2x pakai) 50% 0.017 m3 1,380,000 23,460 2 Multiplex 9 mm (2x pakai) 75% 0.347 lbr 65,000 22,555 3 Paku 0.400 kg 7,500 3,000 4 Pekerja 0.120 org 40,000 4,800 5 Tukang kayu terampil 0.150 org 60,000 9,000

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6 Kepala tukang kayu 0.150 org 75,000 11,250 7 Mandor 0.050 org 100,000 5,000 8 Tukang kayu setengah terampil (bongkar cetakan) 0.120 org 50,000 6,000

Jumlah 85,065 Keuntungan Max 8,507 Jumlah 93,572 Dibulatkan 93,600

1 M2 BEKISTING MUTIPLEX 12 MM1 Kaso 5/7 borneo super (2x pakai) 50% 0.017 m3 1,380,000 23,460 2 Multiplex 12 mm (2x pakai) 75% 0.347 lbr 85,000 29,495 3 Paku 0.400 kg 7,500 3,000 4 Pekerja 0.120 org 40,000 4,800 5 Tukang kayu terampil 0.150 org 60,000 9,000 6 Kepala tukang kayu 0.150 org 75,000 11,250 7 Mandor 0.050 org 100,000 5,000 8 Tukang kayu setengah terampil (bongkar cetakan) 0.120 org 50,000 6,000

Jumlah 92,005 Keuntungan Max 9,201 Jumlah 101,206 Dibulatkan 101,200

1 M2 BEKISTING KOLOM STRUKTUR1 Kaso 5/7 borneo super (2x pakai) 50% 0.034 m3 1,420,000 48,280 2 Multiplex 9 mm (2x pakai) 75% 0.350 lbr 65,000 22,750 3 Paku 0.400 kg 7,500 3,000 4 Pekerja 0.300 org 40,000 12,000 5 Tukang kayu terampil 0.200 org 60,000 12,000 6 Kepala tukang kayu 0.032 org 75,000 2,400 7 Mandor 0.006 org 100,000 600 8 Tukang kayu setengah terampil (bongkar cetakan) 0.120 org 50,000 6,000

Jumlah 107,030 Keuntungan Max 10,703 Jumlah 117,733 Dibulatkan 117,700

1 M2 PASANGAN STOOT WERK1 Kayu stoot (dinding 2x pakai) 50% 9.000 btg 15,000 135,000 2 Papan terentang (2x pakai) 0.016 m3 1,450,000 23,200 3 Paku 0.500 kg 7,500 3,750 4 Pekerja 0.150 org 40,000 6,000 5 Tukang kayu terampil 0.200 org 60,000 12,000 6 Kepala tukang kayu 0.200 org 75,000 15,000 7 Mandor 0.017 org 100,000 1,700

Jumlah 196,650 Keuntungan Max 19,665 Jumlah 216,315 Dibulatkan 216,300

1M3 PASANGAN ANSTAMPING BATU KALI1 Batu belah 1.200 m3 80,000 96,000 2 Pasir urug 0.400 m3 32,000 12,800 3 Pekerja 1.500 org 40,000 60,000 4 Tukang batu setengah terampil 0.750 org 45,000 33,750 5 Kepala tukang batu 0.113 org 75,000 8,438 6 Mandor 0.075 org 100,000 7,500

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Jumlah 218,488 Keuntungan Max 21,849 Jumlah 240,336 Dibulatkan 240,300

1M3 PASANGAN BATU KALI 1:31 Batu kali 1.200 m3 80,000 96,000 2 Semen PC (50 kg) 4.320 zak 32,500 140,400 3 Pasir pasang 0.324 m3 70,000 22,680 4 Pekerja 4.500 org 40,000 180,000 5 Tukang batu setengah terampil 1.500 org 45,000 67,500 6 Kepala tukang batu 0.150 org 75,000 11,250 7 Mandor 0.225 org 100,000 22,500

Jumlah 540,330 Keuntungan Max 54,033 Jumlah 594,363 Dibulatkan 594,400

1M3 PASANGAN BATU KALI 1:41 Batu kali 1.200 m3 80,000 96,000 2 Semen PC (50 kg) 3.480 zak 32,500 113,100 3 Pasir pasang 0.348 m3 70,000 24,360 4 Pekerja 4.500 org 40,000 180,000 5 Tukang batu setengah terampil 1.500 org 45,000 67,500 6 Kepala tukang batu 0.150 org 75,000 11,250 7 Mandor 0.225 org 100,000 22,500

Jumlah 514,710 Keuntungan Max 51,471 Jumlah 566,181 Dibulatkan 566,200

1M3 PASANGAN BATU KALI 1:4 PAKAI MUKA SEGI 6 + SIARAN1 Batu kali 1.500 m3 80,000 120,000 2 Semen PC (50 kg) 3.480 zak 32,500 113,100 3 Pasir pasang 0.348 m3 70,000 24,360 4 Pekerja terampil 4.500 org 50,000 225,000 5 Tukang batu terampil 1.650 org 50,000 82,500 6 Kepala tukang batu 0.150 org 75,000 11,250 7 Mandor 0.225 org 100,000 22,500

Jumlah 598,710 Keuntungan Max 59,871 Jumlah 658,581 Dibulatkan 658,600

Page 10: RAB Gedung

650,864 119,750 20,000

10,055

Page 11: RAB Gedung

ANALISA HARGA SATUANLANTAI DAN DINDING

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

1M3 PASANGAN BATU TEMPEL + SIARAN1 Batu tempel 1.100 m3 45,000 49,500 2 Semen PC (50 kg) 0.150 zak 32,500 4,875 3 Pasir pasang 0.031 m3 70,000 2,170 4 Pekerja terampil 0.250 org 50,000 12,500 5 Tukang batu terampil 0.300 org 50,000 15,000 6 Kepala tukang batu 0.050 org 75,000 3,750 7 Mandor 0.045 org 100,000 4,500 8 Peralatan 1.000 org 2,500 2,500

Jumlah 94,795 Keuntungan Max 9,480 Jumlah 104,275 Dibulatkan 104,300

1 M2 LANTAI KERAMIK 10/20 DN PUTIH POLOS1 Keramik KW 1 DN putih polos 1.010 m2 27,500 27,775 2 Semen PC (50 kg) 0.200 zak 32,500 6,500 3 Pasir pasang 0.030 m3 70,000 2,100 4 Semen warna 0.013 kg 3,000 39 5 Pekerja terampil 0.250 org 50,000 12,500 6 Tukang batu terampil 0.500 org 50,000 25,000 7 Kepala tukang batu 0.100 org 75,000 7,500 8 Mandor 0.025 org 100,000 2,500

Jumlah 83,914 Keuntungan Max 8,391 Jumlah 92,305 Dibulatkan 92,300

1 M2 LANTAI KERAMIK 20/20 DN PUTIH POLOS1 Keramik KW 1 DN putih polos 1.010 m2 29,000 29,290 2 Semen PC (50 kg) 0.200 zak 32,500 6,500 3 Pasir pasang 0.030 m3 70,000 2,100 4 Semen warna 0.013 kg 3,000 39 5 Pekerja terampil 0.250 org 50,000 12,500 6 Tukang batu terampil 0.400 org 50,000 20,000 7 Kepala tukang batu 0.050 org 75,000 3,750 8 Mandor 0.025 org 100,000 2,500

Jumlah 76,679 Keuntungan Max 7,668 Jumlah 84,347 Dibulatkan 84,300

1 M2 LANTAI KERAMIK 30/30 DN PUTIH POLOS1 Keramik KW 1 DN putih polos 1.010 m2 32,000 32,320 2 Semen PC (50 kg) 0.200 zak 32,500 6,500 3 Pasir pasang 0.030 m3 70,000 2,100 4 Semen warna 0.013 kg 3,000 39 5 Pekerja terampil 0.250 org 50,000 12,500 6 Tukang batu terampil 0.500 org 50,000 25,000

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7 Kepala tukang batu 0.100 org 75,000 7,500 8 Mandor 0.025 org 100,000 2,500

Jumlah 88,459 Keuntungan Max 8,846 Jumlah 97,305 Dibulatkan 97,300

1 M2 LANTAI KERAMIK 10/20 DN BERWARNA1 Keramik KW 1 DN putih polos 1.010 m2 30,000 30,300 2 Semen PC (50 kg) 0.200 zak 32,500 6,500 3 Pasir pasang 0.030 m3 70,000 2,100 4 Semen warna 0.013 kg 3,000 39 5 Pekerja terampil 0.250 org 50,000 12,500 6 Tukang batu terampil 0.500 org 50,000 25,000 7 Kepala tukang batu 0.100 org 75,000 7,500 8 Mandor 0.025 org 100,000 2,500

Jumlah 86,439 Keuntungan Max 8,644 Jumlah 95,083 Dibulatkan 95,100

1 M2 LANTAI KERAMIK 20/20 DN BERWARNA1 Keramik KW 1 DN putih polos 1.010 m2 32,500 32,825 2 Semen PC (50 kg) 0.200 zak 32,500 6,500 3 Pasir pasang 0.030 m3 70,000 2,100 4 Semen warna 0.013 kg 3,000 39 5 Pekerja terampil 0.250 org 50,000 12,500 6 Tukang batu terampil 0.400 org 50,000 20,000 7 Kepala tukang batu 0.050 org 75,000 3,750 8 Mandor 0.025 org 100,000 2,500

Jumlah 80,214 Keuntungan Max 8,021 Jumlah 88,235 Dibulatkan 88,200

1 M2 LANTAI KERAMIK 30/30 DN BERWARNA1 Keramik KW 1 DN putih polos 1.010 m2 38,000 38,380 2 Semen PC (50 kg) 0.200 zak 32,500 6,500 3 Pasir pasang 0.030 m3 70,000 2,100 4 Semen warna 0.013 kg 3,000 39 5 Pekerja terampil 0.250 org 50,000 12,500 6 Tukang batu terampil 0.500 org 50,000 25,000 7 Kepala tukang batu 0.100 org 75,000 7,500 8 Mandor 0.025 org 100,000 2,500

Jumlah 94,519 Keuntungan Max 9,452 Jumlah 103,971 Dibulatkan 104,000

1 M2 PASANGAN BATA HEBEL1 Bata Hebel 9.000 bh 5,000 45,000 2 Semen Mortar 0.850 zak 50,000 42,500 3 Pekerja terampil 0.429 org 50,000 21,450 4 Tukang batu terampil 0.214 org 50,000 10,700 5 Kepala tukang batu 0.021 org 75,000 1,575 6 Mandor 0.011 org 100,000 1,100

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Jumlah 122,325 Keuntungan Max 12,233 Jumlah 134,558 Dibulatkan 134,600

1 M2 PASANGAN BATA MERAH 1:21 Bata Merah 70.000 bh 650 45,500 2 Semen PC (50 kg) 0.850 zak 55,000 46,750 3 Pasir pasang 0.047 m3 70,000 3,290 4 Pekerja terampil 0.429 org 50,000 21,450 5 Tukang batu terampil 0.214 org 50,000 10,700 6 Kepala tukang batu 0.021 org 75,000 1,575 7 Mandor 0.011 org 100,000 1,100

Jumlah 130,365 Keuntungan Max 13,037 Jumlah 143,402 Dibulatkan 143,400

1 M2 PASANGAN BATA MERAH 1:31 Bata Merah 70.000 bh 250 17,500 2 Semen PC (50 kg) 0.656 zak 32,500 21,320 3 Pasir pasang 0.054 m3 70,000 3,780 4 Pekerja terampil 0.429 org 50,000 21,450 5 Tukang batu terampil 0.214 org 50,000 10,700 6 Kepala tukang batu 0.021 org 75,000 1,575 7 Mandor 0.011 org 100,000 1,100

Jumlah 77,425 Keuntungan Max 7,743 Jumlah 85,168 Dibulatkan 85,200

1 M2 PASANGAN BATA MERAH 1:41 Bata Merah 70.000 bh 250 17,500 2 Semen PC (50 kg) 0.524 zak 32,500 17,030 3 Pasir pasang 0.058 m3 70,000 4,060 4 Pekerja terampil 0.429 org 50,000 21,450 5 Tukang batu terampil 0.214 org 50,000 10,700 6 Kepala tukang batu 0.021 org 75,000 1,575 7 Mandor 0.011 org 100,000 1,100

Jumlah 73,415 Keuntungan Max 7,342 Jumlah 80,757 Dibulatkan 80,800

1 M2 PLESTERAN DINDING 1:2 1 Semen PC (50 kg) 0.296 zak 32,500 9,620 2 Pasir pasang 0.019 m3 32,000 608 3 Pekerja setengah terampil 0.286 org 45,000 12,870 4 Tukang batu terampil 0.214 org 50,000 10,700 5 Kepala tukang batu 0.021 org 75,000 1,575 6 Mandor 0.021 org 100,000 2,100

Jumlah 37,473 Keuntungan Max 3,747 Jumlah 41,220 Dibulatkan 41,200

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1 M2 PLESTERAN DINDING 1:31 Semen PC (50 kg) 0.200 zak 32,500 6,500 2 Pasir pasang 0.019 m3 70,000 1,330 3 Pekerja setengah terampil 0.286 org 45,000 12,870 4 Tukang batu terampil 0.214 org 75,000 16,050 5 Kepala tukang batu 0.021 org 75,000 1,575 6 Mandor 0.021 org 100,000 2,100

Jumlah 40,425 Keuntungan Max 4,043 Jumlah 44,468 Dibulatkan 44,500

1 M2 PLESTERAN DINDING 1:41 Semen PC (50 kg) 0.163 zak 32,500 5,298 2 Pasir pasang 0.019 m3 70,000 1,330 3 Pekerja setengah terampil 0.286 org 45,000 12,870 4 Tukang batu terampil 0.214 org 50,000 10,700 5 Kepala tukang batu 0.021 org 75,000 1,575 6 Mandor 0.021 org 100,000 2,100

Jumlah 33,873 Keuntungan Max 3,387 Jumlah 37,260 Dibulatkan 37,300

1 M2 PLESTERAN DINDING 1:51 Semen PC (50 kg) 0.135 zak 32,500 4,388 2 Pasir pasang 0.019 m3 70,000 1,330 3 Pekerja setengah terampil 0.286 org 45,000 12,870 4 Tukang batu terampil 0.214 org 50,000 10,700 5 Kepala tukang batu 0.021 org 75,000 1,575 6 Mandor 0.021 org 100,000 2,100

Jumlah 32,963 Keuntungan Max 3,296 Jumlah 36,259 Dibulatkan 36,300

1 M2 ACIAN PC 1 Semen PC (50 kg) 0.080 zak 32,500 2,600 2 Pekerja terampil 0.143 org 50,000 7,150 3 Tukang batu terampil 0.107 org 50,000 5,350 4 Kepala tukang batu 0.011 org 75,000 788 5 Mandor 0.010 org 100,000 1,000

Jumlah 16,888 Keuntungan Max 1,689 Jumlah 18,576 Dibulatkan 18,600

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material upah alat jumlah

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95,540 34,825 130,365

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ANALISA HARGA SATUANPEKERJAAN LAINNYA

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

MENGHITUNG HARGA SATUAN SATUAN PONDASI TELAPAK PAKAI U.24 MUTU BETON K 2251 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:1.8:1.8:0.3)(1.8x0.3x4) 3.333 m2 93,600 312,000 Jumlah 312,000 Dibulatkan 312,000

MENGHITUNG HARGA SATUAN SLOOF 15/25 1 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.15:0.25)(2x0.25) 13.333 m2 93,600 1,248,000 Jumlah 1,248,000 Dibulatkan 1,248,000

MENGHITUNG HARGA SATUAN SLOOF 20/35 1 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.2:0.35)(2x0.35) 10.000 m2 93,600 936,000 Jumlah 936,000 Dibulatkan 936,000

MENGHITUNG HARGA SATUAN SLOOF 25/45 1 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.25:0.45)(2x0.45) 8.000 m2 93,600 748,800 Jumlah 748,800 Dibulatkan 748,800

MENGHITUNG HARGA SATUAN KOLOM PRAKTIS1 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting Multipleks (1:0.12:0.12)(0.12X2) 13.333 m2 93,600 1,248,000 Jumlah 1,248,000 Dibulatkan 1,248,000

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MENGHITUNG HARGA SATUAN KOLOM STRUKTUR 35/351 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting Multipleks (1:0.35:0.35)(0.35X4) 11.429 m2 117,700 1,345,143 Jumlah 1,345,143 Dibulatkan 1,345,100

MENGHITUNG HARGA SATUAN BALOK 20/35 1 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.25:0.35)x(0.2+2x0.35) 12.857 m2 93,600 1,203,429 2 Stootwerk (1:0.2:0.35)x0.2 2.857 m2 216,300 618,000

Jumlah 1,821,429 Dibulatkan 1,821,400

MENGHITUNG HARGA SATUAN BALOK 25/45 1 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.25:0.45)x(0.25+2x0.45) 10.222 m2 93,600 956,800 2 Stootwerk (1:0.25:0.45)x0.25 2.222 m2 216,300 480,667

Jumlah 1,437,467 Dibulatkan 1,437,500

MENGHITUNG HARGA SATUAN BALOK 35/501 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.35:0.5)x(0.35+2x0.5) 7.714 m2 93,600 722,057 2 Stootwerk (1:0.35:0.5)x0.35 2.000 m2 216,300 432,600

Jumlah 1,154,657 Dibulatkan 1,154,700

MENGHITUNG HARGA SATUAN BALOK 35/551 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.35:0.55)x(0.35+2x0.55) 7.532 m2 93,600 705,039 2 Stootwerk (1:0.35:0.55)x0.35 1.818 m2 216,300 393,273

Jumlah 1,098,312 Dibulatkan 1,098,300

MENGHITUNG HARGA SATUAN RING BALOK 15/25

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1 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.15:0.25)x(0.15+2x0.25) 17.333 m2 93,600 1,622,400 2 Stootwerk (1:0.15:0.25)x0.15 4.000 m2 216,300 865,200

Jumlah 2,487,600 Dibulatkan 2,487,600

MENGHITUNG HARGA SATUAN RING BALOK 20/301 Adukan beton (site mix K225) 1.000 m3 716,000 716,000 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,756,000 Dibulatkan 3,756,000

1 Bekisting multipleks (1:0.2:0.3)x(0.2+2x0.3) 13.333 m2 93,600 1,248,000 2 Stootwerk (1:0.2:0.3)x0.2 3.333 m2 216,300 721,000

Jumlah 1,969,000 Dibulatkan 1,969,000

MENGHITUNG HARGA SATUAN PELAT LANTAI 1 Adukan beton (site mix K225) 1.000 m3 869,700 869,700 2 Besi Beton U.24 200 kg/ m3 200.000 kg 15,200 3,040,000

Jumlah 3,909,700 Dibulatkan 3,909,700

1 Bekisting multipleks 6.667 m2 93,600 624,000 2 Stootwerk (1:0.12) 6.667 m2 216,300 1,442,000

Jumlah 2,066,000 Dibulatkan 2,066,000

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ANALISA HARGA SATUANPENGECATAN

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

1 M2 PENGECATAN DINDING ICI (3x)1 Cat tembok 0.175 kg 52,500 9,188 2 Plamir tembok 0.160 kg 5,000 800 3 Rol cat 0.010 bh 14,500 145 4 Ampelas 0.500 lbr 2,500 1,250 5 Pekerja setengah terampil 0.160 org 45,000 7,200 6 Tukang cat setengah terampil 0.280 org 45,000 12,600 7 Kepala tukang cat 0.030 org 75,000 2,250 8 Mandor 0.010 org 100,000 1,000 9 Steger werk 1.000 ls 1,200 1,200

Jumlah 35,633 Keuntungan Max 3,563 Jumlah 39,196 Dibulatkan 39,200

1 M2 PENGECATAN PLAFOND ICI (3x)1 Cat tembok 0.200 kg 52,500 10,500 2 Plamir tembok 0.160 kg 5,000 800 3 Rol cat 0.010 bh 14,500 145 4 Ampelas 0.500 lbr 2,500 1,250 5 Pekerja setengah terampil 0.200 org 45,000 9,000 6 Tukang cat setengah terampil 0.300 org 45,000 13,500 7 Kepala tukang cat 0.030 org 75,000 2,250 8 Mandor 0.010 org 100,000 1,000 9 Steger werk 1.000 ls 1,200 1,200

Jumlah 39,645 Keuntungan Max 3,965 Jumlah 43,610 Dibulatkan 43,600

1 M2 PENGECATAN DINDING VINILEX (3x)1 Cat tembok 0.175 kg 12,000 2,100 2 Plamir tembok 0.160 kg 5,000 800 3 Rol cat 0.010 bh 14,500 145 4 Ampelas 0.500 lbr 2,500 1,250 5 Pekerja setengah terampil 0.160 org 45,000 7,200 6 Tukang cat setengah terampil 0.280 org 45,000 12,600 7 Kepala tukang cat 0.030 org 75,000 2,250 8 Mandor 0.010 org 100,000 1,000 9 Steger werk 1.000 ls 1,200 1,200

Jumlah 28,545 Keuntungan Max 2,855 Jumlah 31,400 Dibulatkan 31,400

1 M2 PENGECATAN PLAFOND VINILEX (3x)1 Cat tembok 0.200 kg 12,000 2,400 2 Plamir tembok 0.160 kg 5,000 800 3 Rol cat 0.010 bh 14,500 145

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4 Ampelas 0.500 lbr 2,500 1,250 5 Pekerja setengah terampil 0.200 org 45,000 9,000 6 Tukang cat setengah terampil 0.300 org 45,000 13,500 7 Kepala tukang cat 0.030 org 75,000 2,250 8 Mandor 0.010 org 100,000 1,000 9 Steger werk 1.000 ls 1,200 1,200

Jumlah 31,545 Keuntungan Max 3,155 Jumlah 34,700 Dibulatkan 34,700

1 M2 PENGECATAN DINDING SANLEX (3x)1 Cat tembok 0.175 kg 7,500 1,313 2 Plamir tembok 0.160 kg 5,000 800 3 Rol cat 0.010 bh 14,500 145 4 Ampelas 0.500 lbr 2,500 1,250 5 Pekerja setengah terampil 0.160 org 45,000 7,200 6 Tukang cat setengah terampil 0.280 org 45,000 12,600 7 Kepala tukang cat 0.030 org 75,000 2,250 8 Mandor 0.010 org 100,000 1,000 9 Steger werk 1.000 ls 1,200 1,200

Jumlah 27,758 Keuntungan Max 2,776 Jumlah 30,533 Dibulatkan 30,500

1 M2 PENGECATAN PLAFOND SANLEX (3x)1 Cat tembok 0.200 kg 7,500 1,500 2 Plamir tembok 0.160 kg 5,000 800 3 Rol cat 0.010 bh 14,500 145 4 Ampelas 0.500 lbr 2,500 1,250 5 Pekerja setengah terampil 0.200 org 45,000 9,000 6 Tukang cat setengah terampil 0.300 org 45,000 13,500 7 Kepala tukang cat 0.030 org 75,000 2,250 8 Mandor 0.010 org 100,000 1,000 9 Steger werk 1.000 ls 1,200 1,200

Jumlah 30,645 Keuntungan Max 3,065 Jumlah 33,710 Dibulatkan 33,700

1 M2 PENGECATAN KAYU (3x) BERIKUT MENI1 Meni kayu 0.167 kg 9,800 1,637 2 Plamir kayu 0.083 kg 10,200 847 3 Cat kayu 0.200 kg 27,500 5,500 4 Ampelas kayu 0.400 lbr 2,500 1,000 5 Minyak cat terpentin 0.150 ltr 2,500 375 6 Kwas 3" 0.050 bh 5,000 250 7 Pekerja setengah terampil 0.200 org 45,000 9,000 8 Tukang cat setengah terampil 0.300 org 45,000 13,500 9 Kepala tukang cat 0.030 org 75,000 2,250

10 Mandor 0.010 org 100,000 1,000 Jumlah 35,358 Keuntungan Max 3,536 Jumlah 38,894 Dibulatkan 38,900

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1 M2 PENGECATAN BESI (3x) BERIKUT MENI1 Meni besi 0.167 kg 9,800 1,637 2 Cat dasar 0.083 kg 33,500 2,781 3 Cat besi 0.200 kg 33,500 6,700 4 Ampelas besi 0.400 lbr 2,500 1,000 5 Minyak cat thinner 0.150 ltr 12,500 1,875 6 Kwas 3" 0.050 bh 5,000 250 7 Pekerja setengah terampil 0.200 org 45,000 9,000 8 Tukang cat setengah terampil 0.300 org 45,000 13,500 9 Kepala tukang cat 0.030 org 75,000 2,250

10 Mandor 0.010 org 100,000 1,000 Jumlah 39,992 Keuntungan Max 3,999 Jumlah 43,991 Dibulatkan 44,000

1 M2 PELITUR UTK. MEBEULAIR1 Dempul pelitur 0.030 kg 15,000 450 2 Wood filler (impra) 0.200 kg 18,500 3,700 3 Melamik 0.350 kg 22,400 7,840 4 Oker putih 0.020 kg 12,500 250 5 Oker coklat warna 0.010 kg 18,750 188 6 Batu apung 0.100 kg 9,500 950 7 Sirlak 0.200 kg 45,000 9,000 8 Kwas 3" 0.010 bh 5,000 50 9 Spirtus 0.100 ltr 6,000 600

10 Ampelas kayu 0.200 lbr 2,500 500 11 Pekerja terampil 0.250 org 50,000 12,500 12 Tk. Cat/ pelitur terampil 0.285 org 50,000 14,250 13 Kepala tukang cat/ pelitur 0.040 org 75,000 3,000 14 Mandor 0.020 org 100,000 2,000

Jumlah 55,278 Keuntungan Max 5,528 Jumlah 60,805 Dibulatkan 60,800

1 M2 PELITUR BIASA1 Dempul pelitur 0.030 kg 15,000 450 2 Wood filler (impra) 0.200 kg 18,500 3,700 3 Oker putih 0.020 kg 12,500 250 4 Oker coklat warna 0.010 kg 18,750 188 5 Batu apung 0.100 kg 9,500 950 6 Sirlak 0.200 kg 45,000 9,000 7 Kwas 3" 0.010 bh 5,000 50 8 Spirtus 0.100 ltr 6,000 600 9 Ampelas kayu 0.200 lbr 2,500 500

10 Pekerja terampil 0.250 org 50,000 12,500 11 Tk. Cat/ pelitur terampil 0.285 org 50,000 14,250 12 Kepala tukang cat/ pelitur 0.040 org 75,000 3,000 13 Mandor 0.020 org 100,000 2,000

Jumlah 47,438 Keuntungan Max 4,744 Jumlah 52,181 Dibulatkan 52,200

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4,295 23,050 1,200 28,545

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ANALISA HARGA SATUANKUSEN, ATAP & PLAFOND

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

1 M2 PAS.PLAFOND TRIPLEK 4 MM BERIKUT RANGKA BANJAR1 Triplek 0.347 lbr 38,000 13,186 2 Kaso-kaso 5/7 Banjar 0.014 m3 2,355,000 32,970 3 Kayu 5/10 Banjar 0.007 m3 2,355,000 16,485 4 Paku 0.220 kg 7,700 1,694 5 Pekerja setengah terampil 0.280 org 45,000 12,600 6 Tukang kayu terampil 0.800 org 60,000 48,000 7 Kepala tukang kayu 0.080 org 75,000 6,000 8 Mandor 0.014 org 100,000 1,400

Jumlah 132,335 Keuntungan Max 13,234 Jumlah 145,569 Dibulatkan 145,600

1 M2 PAS.PLAFOND TRIPLEK 4 MM BERIKUT RANGKA BORNEO SUPER1 Triplek 0.347 lbr 38,000 13,186 2 Kaso-kaso 5/7 Borneo super 0.014 m3 1,380,000 19,320 3 Kayu 5/10 Borneo super 0.004 m3 1,380,000 4,830 4 Paku 0.220 kg 7,700 1,694 5 Pekerja setengah terampil 0.280 org 45,000 12,600 6 Tukang kayu terampil 0.800 org 60,000 48,000 7 Kepala tukang kayu 0.080 org 75,000 6,000 8 Mandor 0.014 org 100,000 1,400

Jumlah 107,030 Keuntungan Max 10,703 Jumlah 117,733 Dibulatkan 117,700

1 M2 PAS.PLAFOND TRIPLEK 6 MM BERIKUT RANGKA BANJAR1 Triplek 0.347 lbr 45,000 15,615 2 Kaso-kaso 5/7 Banjar 0.014 m3 2,355,000 32,970 3 Kayu 5/10 Banjar 0.007 m3 2,355,000 16,485 4 Paku 0.220 kg 7,700 1,694 5 Pekerja setengah terampil 0.280 org 45,000 12,600 6 Tukang kayu terampil 0.800 org 60,000 48,000 7 Kepala tukang kayu 0.080 org 75,000 6,000 8 Mandor 0.014 org 100,000 1,400

Jumlah 134,764 Keuntungan Max 13,476 Jumlah 148,240 Dibulatkan 148,200

1 M2 PAS.PLAFOND TRIPLEK 6 MM BERIKUT RANGKA BORNEO SUPER1 Triplek 0.347 lbr 45,000 15,615 2 Kaso-kaso 5/7 Borneo super 0.014 m3 1,380,000 19,320 3 Kayu 5/10 Borneo super 0.004 m3 1,380,000 4,830 4 Paku 0.220 kg 7,700 1,694 5 Pekerja setengah terampil 0.280 org 45,000 12,600 6 Tukang kayu terampil 0.800 org 60,000 48,000

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7 Kepala tukang kayu 0.080 org 75,000 6,000 8 Mandor 0.014 org 100,000 1,400

Jumlah 109,459 Keuntungan Max 10,946 Jumlah 120,405 Dibulatkan 120,400

1 M2 PAS.PLAFOND GYPSUM BERIKUT RANGKA BANJAR1 Gypsum 0.347 lbr 45,000 15,615 2 Kaso-kaso 5/7 Banjar 0.014 m3 2,355,000 32,970 3 Kayu 5/10 Banjar 0.007 m3 2,355,000 16,485 4 Paku 0.220 kg 7,700 1,694 5 Pekerja setengah terampil 0.280 org 45,000 12,600 6 Tukang kayu terampil 0.800 org 60,000 48,000 7 Kepala tukang kayu 0.080 org 75,000 6,000 8 Mandor 0.014 org 100,000 1,400

Jumlah 134,764 Keuntungan Max 13,476 Jumlah 148,240 Dibulatkan 148,200

1 M2 PAS.RANGKA PLAFOND KAYU KAMPER BANJAR DIMENI1 Kaso-kaso 5/7 Banjar 0.014 m3 2,355,000 32,970 2 Kayu 5/10 Banjar 0.007 m3 2,355,000 16,485 3 Paku 0.220 kg 7,700 1,694 4 Meni kayu 1.000 m2 9,800 9,800 5 Pekerja setengah terampil 0.250 org 45,000 11,250 6 Tukang kayu terampil 0.600 org 60,000 36,000 7 Kepala tukang kayu 0.050 org 75,000 3,750 8 Mandor 0.014 org 100,000 1,400

Jumlah 113,349 Keuntungan Max 11,335 Jumlah 124,684 Dibulatkan 124,700

1 M2 PAS. BAHAN PLAFOND HARDPLEX 6MM PADA RANGKANYA1 Hardplex 5mm 1.2 x 2.4 m 0.347 lbr 45,000 15,615 2 Paku 0.020 kg 7,700 154 3 Alat bantu 1.000 ls 10,000 10,000 4 Pekerja setengah terampil 0.063 org 45,000 2,835 5 Tukang kayu terampil 0.150 org 60,000 9,000 6 Kepala tukang kayu 0.013 org 75,000 975 7 Mandor 0.004 org 100,000 400

Jumlah 38,979 Keuntungan Max 3,898 Jumlah 42,877 Dibulatkan 42,900

1 M2 PAS. BAHAN PARTISI GYPSUM 12 MM PADA RANGKANYA1 Gypsum 12 mm 0.347 lbr 83,000 28,801 2 Paku 0.020 kg 7,700 154 3 Alat bantu 1.000 ls 10,000 10,000 4 Pekerja setengah terampil 0.063 org 45,000 2,835 5 Tukang kayu terampil 0.150 org 60,000 9,000 6 Kepala tukang kayu 0.013 org 75,000 975 7 Mandor 0.004 org 100,000 400

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Jumlah 52,165 Keuntungan Max 5,217 Jumlah 57,382 Dibulatkan 57,400

1 M1 PEKERJAAN LISTPLANK KAYU KAMPER BANJAR 3/201 Kayu kamper banjar 0.007 m3 2,600,000 18,200 2 Paku 0.100 kg 7,700 770 3 Pekerja terampil 0.070 org 50,000 3,500 4 Tukang kayu setengah terampil 0.200 org 50,000 10,000 5 Kepala tukang kayu 0.020 org 75,000 1,500 6 Mandor 0.004 org 100,000 400

Jumlah 34,370 Keuntungan Max 3,437 Jumlah 37,807 Dibulatkan 37,800

1 M1 PEKERJAAN LISTPLANK KAYU KAMPER BANJAR 3/301 Kayu kamper banjar 0.010 m3 2,600,000 26,000 2 Paku 0.100 kg 7,700 770 3 Pekerja terampil 0.070 org 50,000 3,500 4 Tukang kayu setengah terampil 0.200 org 50,000 10,000 5 Kepala tukang kayu 0.020 org 75,000 1,500 6 Mandor 0.004 org 100,000 400

Jumlah 42,170 Keuntungan Max 4,217 Jumlah 46,387 Dibulatkan 46,400

1 M3 KUSEN KAYU KAMPER BANJARMASIN1 Kayu kamper Banjar 1.100 m3 2,355,000 2,590,500 2 Paku 2.500 kg 7,500 18,750 3 Lem putih (FOX) 1.000 ltr 12,200 12,200 4 Pekerja terampil 9.000 org 50,000 450,000 5 Tukang kayu terampil 21.000 org 60,000 1,260,000 6 Kepala tukang kayu 2.700 org 75,000 202,500 7 Mandor 0.500 org 100,000 50,000

Jumlah 4,583,950 Keuntungan Max 458,395 Jumlah 5,042,345 Dibulatkan 5,042,300

1 M3 KUSEN KAYU KAMPER SAMARINDA1 Kayu kamper Samarinda 1.100 m3 2,800,000 3,080,000 2 Paku 2.500 kg 7,500 18,750 3 Lem putih (FOX) 1.000 ltr 12,200 12,200 4 Pekerja terampil 9.000 org 50,000 450,000 5 Tukang kayu terampil 21.000 org 60,000 1,260,000 6 Kepala tukang kayu 2.700 org 75,000 202,500 7 Mandor 0.500 org 100,000 50,000

Jumlah 5,073,450 Keuntungan Max 507,345 Jumlah 5,580,795 Dibulatkan 5,580,800

1 M3 KUSEN KAYU BORNEO SUPER

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1 Kayu borneo super 1.100 m3 1,380,000 1,518,000 2 Paku 2.500 kg 7,500 18,750 3 Lem putih (FOX) 1.000 ltr 12,200 12,200 4 Pekerja terampil 9.000 org 50,000 450,000 5 Tukang kayu terampil 21.000 org 60,000 1,260,000 6 Kepala tukang kayu 2.700 org 75,000 202,500 7 Mandor 0.500 org 100,000 50,000

Jumlah 3,511,450 Keuntungan Max 351,145 Jumlah 3,862,595 Dibulatkan 3,862,600

1 M2 DAUN PINTU PANIL KAYU SAMARINDA1 Rangka + panil kayu kamper Samarinda 0.050 m3 2,950,000 147,500 2 Lem putih 0.750 kg 12,200 9,150 3 List kayu profil 4.000 m1 7,200 28,800 4 Pekerja terampil 0.600 org 50,000 30,000 5 Tukang kayu terampil 2.600 org 60,000 156,000 6 Kepala tukang kayu 0.260 org 75,000 19,500 7 Mandor 0.026 org 100,000 2,600

Jumlah 393,550 Keuntungan Max 39,355 Jumlah 432,905 Dibulatkan 432,900

1 M2 DAUN PINTU DOUBLE TEAKWOOD1 Rangka kayu Banjar 0.015 m3 2,600,000 39,000 2 Teakwood untuk pintu uk. Pintu 4 mm 2.000 lbr 62,000 124,000 3 Lem putih 0.005 kg 12,200 61 4 Paku triplek 0.200 kg 7,700 1,540 5 Pekerja setengah terampil 0.300 org 45,000 13,500 6 Tukang kayu terampil 1.500 org 60,000 90,000 7 Kepala tukang kayu 0.200 org 75,000 15,000 8 Mandor 0.020 org 100,000 2,000

Jumlah 285,101 Keuntungan Max 28,510 Jumlah 313,611 Dibulatkan 313,600

1 M2 DAUN PINTU PANIL TEAKWOOD1 Rangka kayu Banjar 0.025 m3 2,600,000 65,000 2 Teakwood untuk pintu uk. Pintu 4 mm 2.000 lbr 71,500 143,000 3 Lem putih 0.005 kg 12,200 61 4 Paku triplek 0.200 kg 7,700 1,540 5 Pekerja setengah terampil 0.300 org 45,000 13,500 6 Tukang kayu terampil 1.500 org 60,000 90,000 7 Kepala tukang kayu 0.200 org 75,000 15,000 8 Mandor 0.020 org 100,000 2,000

Jumlah 330,101 Keuntungan Max 33,010 Jumlah 363,111 Dibulatkan 363,100

1 M2 DAUN PINTU TEAKWOOD LAPIS ALUMUNIUM (u/KM/WC)1 Rangka kayu Banjar 0.015 m3 2,600,000 39,000 2 Teakwood untuk pintu uk. Pintu 4 mm 2.000 lbr 71,500 143,000

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3 Alumunium Sheet 0.3 mm 0.800 m2 60,000 48,000 4 Lem putih 0.500 kg 12,200 6,100 5 Paku triplek 0.200 kg 7,700 1,540 6 Pekerja setengah terampil 0.300 org 45,000 13,500 7 Tukang kayu terampil 1.300 org 60,000 78,000 8 Kepala tukang kayu 0.130 org 75,000 9,750 9 Mandor 0.013 org 100,000 1,300

Jumlah 340,190 Keuntungan Max 34,019 Jumlah 374,209 Dibulatkan 374,200

1 M2 DAUN PINTU TEAKWOOD LAPIS FORMIKA (u/KM/WC)1 Rangka kayu Banjar 0.015 m3 2,600,000 39,000 2 Teakwood untuk pintu uk. Pintu 4 mm 2.000 lbr 71,500 143,000 3 Formika uk. Pintu 1.000 lbr 62,500 62,500 4 Lem putih 0.500 kg 12,200 6,100 5 Paku triplek 0.200 kg 7,700 1,540 6 Pekerja setengah terampil 0.300 org 45,000 13,500 7 Tukang kayu terampil 1.300 org 60,000 78,000 8 Kepala tukang kayu 0.130 org 75,000 9,750 9 Mandor 0.013 org 100,000 1,300

Jumlah 354,690 Keuntungan Max 35,469 Jumlah 390,159 Dibulatkan 390,200

1 M2 DAUN JENDELA KACA (TANPA KACA)1 Rangka kayu kamper Samarinda 0.017 m3 2,950,000 50,150 2 Lem putih 0.300 kg 12,200 3,660 3 List kayu 4.000 m1 4,500 18,000 4 Pekerja setengah terampil 0.300 org 45,000 13,500 5 Tukang kayu terampil 1.200 org 60,000 72,000 6 Kepala tukang kayu 0.120 org 75,000 9,000 7 Mandor 0.012 org 100,000 1,200

Jumlah 167,510 Keuntungan Max 16,751 Jumlah 184,261 Dibulatkan 184,300

1 M2 DAUN PINTU KACA (TANPA KACA)1 Rangka kayu kamper Samarinda 0.020 m3 2,950,000 59,000 2 Lem putih 0.600 kg 12,200 7,320 3 List kayu 4.000 m1 4,500 18,000 4 Pekerja setengah terampil 0.400 org 45,000 18,000 5 Tukang kayu terampil 1.400 org 60,000 84,000 6 Kepala tukang kayu 0.140 org 75,000 10,500 7 Mandor 0.014 org 100,000 1,400

Jumlah 198,220 Keuntungan Max 19,822 Jumlah 218,042 Dibulatkan 218,000

1 M3 KUDA-KUDA OVERSTEK/ KONSOL KAYU KAMPER BANJAR (EXPOSE)1 Kayu balok kamper banjar 1.120 m3 2,355,000 2,637,600 2 Paku 8 s/d 12 cm 5.800 kg 7,200 41,760

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3 Pekerja setengah terampil 8.000 org 45,000 360,000 4 Tukang kayu terampil 18.000 org 60,000 1,080,000 5 Kepala tukang kayu 3.000 org 75,000 225,000 6 Mandor 0.500 org 100,000 50,000 7 Pelat dan baut pengikat 1.000 ls 100,000 100,000

Jumlah 4,494,360 Keuntungan Max 449,436 Jumlah 4,943,796 Dibulatkan 4,943,800

1 M3 KUDA-KUDA KAYU BORNEO SUPER1 Kayu balok borneo super 1.100 m3 1,380,000 1,518,000 2 Paku 8 s/d 12 cm 5.800 kg 7,200 41,760 3 Pekerja setengah terampil 5.000 org 45,000 225,000 4 Tukang kayu setengah terampil 5.000 org 50,000 250,000 5 Tukang kayu terampil 12.000 org 60,000 720,000 6 Kepala tukang kayu 2.000 org 75,000 150,000 7 Mandor 0.400 org 100,000 40,000 8 Pelat dan baut pengikat 1.000 ls 100,000 100,000

Jumlah 3,044,760 Keuntungan Max 304,476 Jumlah 3,349,236 Dibulatkan 3,349,200

1 M3 KUDA-KUDA KAYU KAMPER MEDAN/ KRUING1 Kayu balok kamper Medan 1.100 m3 2,100,000 2,310,000 2 Paku 8 s/d 12 cm 5.800 kg 7,200 41,760 3 Pekerja setengah terampil 5.000 org 45,000 225,000 4 Tukang kayu setengah terampil 5.000 org 50,000 250,000 5 Tukang kayu terampil 12.000 org 60,000 720,000 6 Kepala tukang kayu 2.000 org 75,000 150,000 7 Mandor 0.400 org 100,000 40,000 8 Pelat dan baut pengikat 1.000 ls 100,000 100,000

Jumlah 3,836,760 Keuntungan Max 383,676 Jumlah 4,220,436 Dibulatkan 4,220,400

1 M3 KUDA-KUDA KAYU KAMPER BANJAR1 Kayu balok kamper Banjar 1.100 m3 2,355,000 2,590,500 2 Paku 8 s/d 12 cm 5.800 kg 7,200 41,760 3 Pekerja setengah terampil 5.000 org 45,000 225,000 4 Tukang kayu setengah terampil 5.000 org 50,000 250,000 5 Tukang kayu terampil 12.000 org 60,000 720,000 6 Kepala tukang kayu 2.000 org 75,000 150,000 7 Mandor 0.400 org 100,000 40,000 8 Pelat dan baut pengikat 1.000 ls 100,000 100,000

Jumlah 4,117,260 Keuntungan Max 411,726 Jumlah 4,528,986 Dibulatkan 4,529,000

1 M2 RANGKA ATAP GENTENG BETON/ KERAMIK (HANYA RANGKANYA)1 Kayu kaso 5/7 0.011 m3 1,380,000 15,180 2 Reng kayu 3/4 0.014 m3 1,380,000 19,320 3 Paku 5 s/d 7 cm 0.250 kg 7,500 1,875

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4 Pekerja setengah terampil 0.150 org 45,000 6,750 5 Tukang kayu terampil 0.100 org 60,000 6,000 6 Kepala tukang kayu 0.010 org 75,000 750 7 Mandor 0.005 org 100,000 500

Jumlah 50,375 Keuntungan Max 5,038 Jumlah 55,413 Dibulatkan 55,400

1 M2 RANGKA ATAP GENTENG PLENTONG (HANYA RANGKANYA)1 Kayu kaso 5/7 0.011 m3 1,380,000 15,180 2 Reng kayu 2/3 0.007 m3 1,380,000 9,660 3 Paku 5 s/d 7 cm 0.250 kg 7,500 1,875 4 Pekerja setengah terampil 0.150 org 45,000 6,750 5 Tukang kayu terampil 0.100 org 60,000 6,000 6 Kepala tukang kayu 0.010 org 75,000 750 7 Mandor 0.005 org 100,000 500

Jumlah 40,715 Keuntungan Max 4,072 Jumlah 44,787 Dibulatkan 44,800

1 M1 PEK. BUBUNGAN ATAP GENTENG JATIWANGI1 Genteng bubungan genteng 4.000 bh 5 20 2 Semen PC (50 kg) 0.163 zak 32,500 5,298 3 Pasir pasang 0.210 m3 70,000 14,700 4 Pekerja setengah terampil 0.150 org 45,000 6,750 5 Tukang kayu terampil 0.200 org 60,000 12,000 6 Kepala tukang kayu 0.010 org 75,000 750 7 Mandor 0.005 org 100,000 500 8 Peralatan 1.000 ls 2,000 2,000

Jumlah 42,018 Keuntungan Max 4,202 Jumlah 46,219 Dibulatkan 46,200

1 M1 PEK. BUBUNGAN ATAP GENTENG BETON1 Genteng bubungan genteng 3.000 bh 1 3 2 Semen PC (50 kg) 0.163 zak 32,500 5,298 3 Pasir pasang 0.210 m3 70,000 14,700 4 Pekerja setengah terampil 0.150 org 45,000 6,750 5 Tukang kayu terampil 0.200 org 60,000 12,000 6 Kepala tukang kayu 0.010 org 75,000 750 7 Mandor 0.005 org 100,000 500 8 Peralatan 1.000 ls 2,000 2,000

Jumlah 42,001 Keuntungan Max 4,200 Jumlah 46,201 Dibulatkan 46,200

1 M1 PEK. BUBUNGAN ATAP GENTENG KERAMIK1 Genteng bubungan genteng 3.000 bh 1 3 2 Semen PC (50 kg) 0.163 zak 32,500 5,298 3 Pasir pasang 0.210 m3 70,000 14,700 4 Pekerja setengah terampil 0.150 org 45,000 6,750 5 Tukang kayu terampil 0.200 org 60,000 12,000

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6 Kepala tukang kayu 0.010 org 75,000 750 7 Mandor 0.005 org 100,000 500 8 Peralatan 1.000 ls 2,000 2,000

Jumlah 42,001 Keuntungan Max 4,200 Jumlah 46,201 Dibulatkan 46,200

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102,550

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ANALISA HARGA SATUANSARANA & PRASARANA

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

1 M2 PEMASANGAN KAWAT DURI1 Kawat duri 7.000 m1 1,400 9,800 2 Ongkos pasang 1.000 ls 350 350 3 Peralatan 1.000 ls 150 150

Jumlah 10,300 Keuntungan Max 1,030 Jumlah 11,330 Dibulatkan 11,300

1 M1 PEK. PAGAR DEPAN TRALIS STANDAR1 Galian tanah 0.450 m3 26,800 12,060 2 Urugan pasir 10 cm' 0.080 m3 45,400 3,632 3 Pasang Aanstamping 0.120 m3 218,488 26,219 4 Pas. Batu belah 1 pc : 4 psr 0.300 m3 514,710 154,413 5 Plesteran 1 pc : 4 psr 0.410 m2 33,873 13,888 6 Beton tulang 0.060 m3 - 7 Pagar tralis 1.500 m2 - 8 Pengecatan 2.000 m2 39,992 79,984

Jumlah 290,195 Keuntungan Max 29,020 Jumlah 319,215 Dibulatkan 319,200

1 M1 PEK. PAGAR DEPAN TRALIS STANDAR1 Galian tanah 0.450 m3 26,800 12,060 2 Urugan pasir 10 cm' 0.080 m3 45,400 3,632 3 Pasang Aanstamping 0.120 m3 218,488 26,219 4 Pas. Batu belah 1 pc : 4 psr 0.300 m3 514,710 154,413 5 Plesteran 1 pc : 4 psr 0.410 m2 33,873 13,888 6 Beton tulang 0.060 m3 - 7 Pagar tralis 1.500 m2 - 8 Pengecatan 2.000 m2 39,992 79,984

Jumlah 290,195 Keuntungan Max 29,020 Jumlah 319,215 Dibulatkan 319,200

1 M1 PEK. PAGAR BELAKANG SAMPING1 Galian tanah 0.450 m3 26,800 12,060 2 Urugan pasir 10 cm' 0.080 m3 45,400 3,632 3 Pasang Aanstamping 0.120 m3 218,488 26,219 4 Pas. Batu belah 1 pc : 4 psr 0.300 m3 514,710 154,413 5 Plesteran 1 pc : 4 psr 0.410 m2 33,873 13,888 6 Beton tulang 0.060 m3 - 7 Besi siku 50.50.5 1.000 kg - 8 Kawat duri 1.500 m2 10,300 15,450 9 Pengecatan tembok 2.000 m2 28,545 57,090

Jumlah 282,751 Keuntungan Max 28,275

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Jumlah 311,026 Dibulatkan 311,000

1 M2 PAS. ONDERLAG BATU BELAH T = 20 CM1 Pasir pasang 0.150 m3 70,000 10,500 2 Batu belah 0.250 m3 80,000 20,000 3 Peralatan 1.000 ls 1 1 4 Upah pekerja 1.000 ls 1 1

Jumlah 30,502 Keuntungan Max 3,050 Jumlah 33,552 Dibulatkan 33,600

1 M2 AMPARAN BATU PECAH MESIN 5/7 T = 10 CM1 Batu pecah mesin 5/7 0.110 m3 121,900 13,409 2 Peralatan 1.000 ls 1 1 3 Upah pekerja 1.000 ls 1 1

Jumlah 13,411 Keuntungan Max 1,341 Jumlah 14,752 Dibulatkan 14,800

1 M2 AMPARAN BATU PECAH MESIN 2/3 T = 5 CM1 Batu pecah mesin 2/3 0.050 m3 121,900 6,095 2 Peralatan 1.000 ls 1 1 3 Upah pekerja 1.000 ls 1 1

Jumlah 6,097 Keuntungan Max 610 Jumlah 6,707 Dibulatkan 6,700

1 M2 LAPISAN PENGISI/ TUTUP1 Batu pecah mesin 1/2 0.050 m3 121,900 6,095 2 Pasir 0.050 m3 70,000 3,500 3 Peralatan 1.000 ls 1 1 4 Upah pekerja 1.000 ls 1 1

Jumlah 9,597 Keuntungan Max 960 Jumlah 10,557 Dibulatkan 10,600

1 M2 LAPISAN PENETRASI1 Batu abu/ pasir beton 0.012 m3 90,000 1,080 2 Aspal 4.500 kg - 3 Peralatan 1.000 ls 1 1 4 Kayu bakar 0.050 m3 1 0 5 Upah pekerja 1.000 ls 1 1

Jumlah 1,082 Keuntungan Max 108 Jumlah 1,190 Dibulatkan 1,200

1 M2 KONSTRUKSI PENETRASI LENGKAP1 Amparan 5/7 T = 10 cm, digilas 1.000 m2 13,411 13,411 2 Amparan 2/3 T = 5 cm, digilas 1.000 m2 6,097 6,097 3 Lapisan pengisi 1.000 m2 9,597 9,597

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4 Lapisan aspal 1.000 m2 1,082 1,082 Jumlah 30,187 Keuntungan Max 3,019 Jumlah 33,206 Dibulatkan 33,200

1 M2 PERKERASAN SIRTU TEBAL 20 CM1 Sirtu 0.240 m3 82,700 19,848 2 Peralatan 1.000 m2 1 1 3 Upah kerja 1.000 m2 1 1

Jumlah 19,850 Keuntungan Max 1,985 Jumlah 21,835 Dibulatkan 21,800

1 M1 SALURAN GREFEL BETON 1/2 D 20 CM + PASANGAN1 Galian tanah 0.150 m3 53,200 7,980 2 Grefel beton d 20 cm 1.000 bh 17,500 17,500 3 Pasangan bata + plesteran 1:3 0.500 m2 - 4 Ongkos pasang grefel 1.000 ls 7 7

Jumlah 25,487 Keuntungan Max 2,549 Jumlah 28,036 Dibulatkan 28,000

1 M1 SALURAN GREFEL BETON 1/2 D 30 CM + PASANGAN1 Galian tanah 0.200 m3 53,200 10,640 2 Grefel beton d 30 cm 1.000 bh 21,500 21,500 3 Pasangan bata + plesteran 1:3 0.600 m2 - 4 Ongkos pasang grefel 1.000 ls 7 7

Jumlah 32,147 Keuntungan Max 3,215 Jumlah 35,362 Dibulatkan 35,400

1 M2 PAS PAVING BLOCK WARNA 6 CM1 Paving block warna 1.010 m2 40,000 40,400 2 Pasir beton 0.100 m3 90,000 9,000 3 Pekerja setengah terampil 0.250 org 45,000 11,250 4 Tukang batu setengah terampil 0.500 org 45,000 22,500 5 Kepala tukang batu 0.025 org 75,000 1,875 6 Mandor 0.003 org 100,000 300 7 Peralatan 1.000 ls 8 8

Jumlah 85,333 Keuntungan Max 8,533 Jumlah 93,866 Dibulatkan 93,900

1 M2 PAS PAVING BLOCK WARNA 8 CM1 Paving block warna 1.010 m2 50,000 50,500 2 Pasir beton 0.100 m3 90,000 9,000 3 Pekerja setengah terampil 0.250 org 45,000 11,250 4 Tukang batu setengah terampil 0.500 org 45,000 22,500 5 Kepala tukang batu 0.025 org 75,000 1,875 6 Mandor 0.003 org 100,000 300 7 Peralatan 1.200 ls 8 10

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Jumlah 95,435 Keuntungan Max 9,543 Jumlah 104,978 Dibulatkan 105,000

1 M2 PAS PAVING BLOCK NATURAL 6 CM1 Paving block natural 1.010 m2 45,000 45,450 2 Pasir beton 0.100 m3 90,000 9,000 3 Pekerja setengah terampil 0.250 org 45,000 11,250 4 Tukang batu setengah terampil 0.500 org 45,000 22,500 5 Kepala tukang batu 0.025 org 75,000 1,875 6 Mandor 0.003 org 100,000 300 7 Peralatan 1.000 ls 7 7

Jumlah 90,382 Keuntungan Max 9,038 Jumlah 99,420 Dibulatkan 99,400

1 M2 PAS PAVING BLOCK NATURAL 8 CM1 Paving block natural 1.010 m2 45,000 45,450 2 Pasir beton 0.100 m3 90,000 9,000 3 Pekerja setengah terampil 0.250 org 45,000 11,250 4 Tukang batu setengah terampil 0.500 org 45,000 22,500 5 Kepala tukang batu 0.025 org 75,000 1,875 6 Mandor 0.003 org 100,000 300 7 Peralatan 1.200 ls 4 5

Jumlah 90,380 Keuntungan Max 9,038 Jumlah 99,418 Dibulatkan 99,400

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ANALISA HARGA SATUANBONGKARAN

NO URAIAN KOEF. SAT. HARGA SAT JUMLAH1 2 3 4 5 6 = ( 3x5 )

1 M2 MEMBONGKAR DINDING BATA1 Pekerja setengah terampil 2.000 org 45,000 90,000 2 Mandor 0.090 org 100,000 9,000

Jumlah 99,000 Keuntungan Max 9,900 Jumlah 108,900 Dibulatkan 108,900

1 M2 MEMBONGKAR PLESTERAN DINDING1 Pekerja setengah terampil 0.050 org 45,000 2,250 2 Mandor 0.025 org 100,000 2,500

Jumlah 4,750 Keuntungan Max 475 Jumlah 5,225 Dibulatkan 5,200

1 M2 MEMBONGKAR GENTENG (TDK DIPAKAI LAGI)1 Pekerja setengah terampil 0.020 org 45,000 900 2 Mandor 0.010 org 100,000 1,000

Jumlah 1,900 Keuntungan Max 190 Jumlah 2,090 Dibulatkan 2,100

1 M2 MEMBONGKAR GENTENG (DIPAKAI LAGI)1 Pekerja setengah terampil 0.040 org 45,000 1,800 2 Mandor 0.020 org 100,000 2,000

Jumlah 3,800 Keuntungan Max 380 Jumlah 4,180 Dibulatkan 4,200

1 M2 MEMBONGKAR RANGKA ATAP/ RENG KASO (TDK DIPAKAI LAGI)1 Pekerja setengah terampil 0.100 org 45,000 4,500 2 Kepala tukang kayu 0.025 org 75,000 1,875 3 Tukang kayu setengah terampil 0.003 org 50,000 125 4 Mandor 0.005 org 100,000 500

Jumlah 7,000 Keuntungan Max 700 Jumlah 7,700 Dibulatkan 7,700

1 M2 MEMBONGKAR RANGKA ATAP/ RENG KASO (DIPAKAI LAGI)1 Pekerja setengah terampil 0.200 org 45,000 9,000 2 Kepala tukang kayu 0.050 org 75,000 3,750 3 Tukang kayu setengah terampil 0.005 org 50,000 250 4 Mandor 0.010 org 100,000 1,000

Jumlah 14,000 Keuntungan Max 1,400

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Jumlah 15,400 Dibulatkan 15,400

1 M3 MEMBONGKAR KUDA-KUDA, GORDING/ BALOK-BALOK (TDK DIPAKAI LAGI)1 Pekerja setengah terampil 4.000 org 45,000 180,000 2 Kepala tukang kayu 3.000 org 75,000 225,000 3 Tukang kayu setengah terampil 0.200 org 50,000 10,000 4 Mandor 0.100 org 100,000 10,000

Jumlah 425,000 Keuntungan Max 42,500 Jumlah 467,500 Dibulatkan 467,500

1 M3 MEMBONGKAR KUDA-KUDA, GORDING/ BALOK-BALOK (DIPAKAI LAGI)1 Pekerja setengah terampil 4.000 org 45,000 180,000 2 Kepala tukang kayu 6.000 org 75,000 450,000 3 Tukang kayu setengah terampil 0.600 org 50,000 30,000 4 Mandor 0.200 org 100,000 20,000

Jumlah 680,000 Keuntungan Max 68,000 Jumlah 748,000 Dibulatkan 748,000

1 M2 MEMBONGKAR PLAFOND (TDK DIPAKAI LAGI)1 Pekerja setengah terampil 0.100 org 45,000 4,500 2 Kepala tukang kayu 0.150 org 75,000 11,250 3 Tukang kayu setengah terampil 0.002 org 50,000 100 4 Mandor 0.001 org 100,000 100

Jumlah 15,950 Keuntungan Max 1,595 Jumlah 17,545 Dibulatkan 17,500

1 M2 MEMBONGKAR PLAFOND (DIPAKAI LAGI)1 Pekerja setengah terampil 0.100 org 45,000 4,500 2 Kepala tukang kayu 0.250 org 75,000 18,750 3 Tukang kayu setengah terampil 0.003 org 50,000 150 4 Mandor 0.005 org 100,000 500

Jumlah 23,900 Keuntungan Max 2,390 Jumlah 26,290 Dibulatkan 26,300

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DAFTAR HARGA UPAH

No. TENAGA KERJA SATUAN HARGA SATUAN1 Kepala tukang batu /hari 75,000 2 Kepala tukang besi profil /hari 75,000 3 Kepala tukang besi terampil /hari 75,000 4 Kepala tukang cat /hari 75,000 5 Kepala tukang kayu /hari 75,000 6 Mandor /hari 100,000 7 Pekerja /hari 40,000 8 Pekerja setengah terampil /hari 45,000 9 Pekerja terampil /hari 50,000

10 Tukang batu setengah terampil /hari 45,000 11 Tukang batu terampil /hari 50,000 12 Tukang besi beton setengah terampil /hari 45,000 13 Tukang besi beton terampil /hari 60,000 14 Tukang besi profil terampil /hari 60,000 15 Tukang cat setengah terampil /hari 45,000

Tukang cat terampil /hari 50,000 16 Tukang gali /hari 50,000 17 Tukang kayu setengah terampil /hari 50,000 18 Tukang kayu terampil /hari 60,000 19 Operator alat besar /hari 75,000 20 Pembantu operator /hari 50,000

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NO. URAIAN SATUAN HARGA A. Agregat Kasar, Bahan, Perekat dan Bahan Lainnya

1 Pasir urug m3 32,000 2 Sirtu m3 82,700 3 Pasir teras m3 66,000 4 Pasir pasang m3 70,000 5 Pasir beton m3 90,000 6 Abu batu m3 55,000 7 Batu apung kg 9,500 8 Batu pecah mesin 1/2 m3 121,900 9 Batu pecah mesin 2/3 m3 121,900

10 Batu pecah mesin 3/5 m3 121,900 11 Batu pecah mesin 5/7 m3 121,900 12 Batu belah/ kali m3 80,000 13 Batu bronjol u/ bronjong m3 60,000 14 Batu koral beton kali m3 80,000 15 Batu tempel hitam m2 45,000 16 Batu pinggir (kanstin) 10x20x35 bh 8,500 17 Batu pinggir (kanstin) 15x35x60 bh 24,000 18 Batu telor m3 62,000 19 Batako kecil 8x10x20 bh 1,000 20 Batako kecil 8x20x30 bh 2,000 21 Con blok 8x20x40 bh 3,500 22 Bata merah kelas I bh 250 23 Bata merah kelas II bh 200 24 Bata merah oven (klingker) bh 650 25 Bata Hebel bh 5,000 26 Roster beton 20x20 bh 3,000 27 Roster beton 30x30 bh 3,500 28 Grass block 20x20 bh 3,000 29 Grass block 30x30 bh 3,500 30 Paving blok natural 8 cm m2 45,000 31 Paving blok warna 8 cm m2 50,000 32 Paving blok natural 6 cm m2 45,000 33 Paving blok warna 6 cm m2 40,000 34 Kanstin paving blok m1 14,000 35 Kanstin jalan uk. Besar (Bina Marga) BH = 60 cm m3 22,000 36 Semen PC 50 kg zak 32,500 37 Semen putih zak 50,000 38 Semen warna kg 3,000 39 Semen Mortar 25 kg kg 50,000 40 Semen merah (bubuk bata) m3 60,000

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41 Ready Mix beton K 300 (price list) berikut selang m3 335,000 42 Ready Mix beton K 225 (price list) berikut selang m3 285,000 43 Ready Mix beton K 175 (price list) berikut selang m3 262,000 44 Kapur pasang/ kapur tembok m3 70,000 45 Kapus sirih kg 3,500 46 Tanah liat kg 2,750 47 Biaya pompa ready mix m3 25,000

B. Bahan Finishing: Laburan, Pengisi dan Alatnya1 Plamir tembok kg 5,000 2 Cat tembok metrolite kg 9,900 3 Cat tembok ICI eksterior kg 52,500 4 Cat tembok ICI interior kg 52,500 5 Cat dasar ICI u/ interior (2 pelapisan) ltr 48,000 6 Cat tembok vinilex kg 12,000 7 Cat tembok sanlex kg 7,500 8 Pelapis alkali ICI (pelapis dasar eksterior) ltr 27,000 9 Cat tahan asam kg 20,000

10 Cat marka/ spotlight kg 52,000 11 Water profing emulsion merk Austin (terpasang) m2 42,500 12 Water profing membrance merk Austin (terpasang) m2 42,500 13 Rool cat tembok bh 14,500 14 Kape tembok bh 5,000 15 Kape kayu bh 5,000 16 Soligneum 1 blek/ 5 liter blek 17,500 17 Plincote kg 8,500 18 Pengawetan kayu m3 190,000 19 Pengovenan kayu m3 265,000 20 kwas 3" bh 5,000 21 Oker kg 12,500 22 Oyan bks 1,500 23 Otem (pewarna plitur) bks 1,500 24 Spirtus ltr 6,000 25 Bahan plitur (sirlak) kg 45,000 26 Dempul lilin kg 1,000 27 Dempul plitur kg 15,000 28 Dempul halus/ impra (wood filler) kg 18,500 29 Terpentin ltr 2,500 30 Thinner A ltr 8,500 31 Thinner B ltr 12,500 32 Kumpon kg 13,000 33 Melamik kg 22,400 34 Dempul plastik kg 16,200

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35 Dempul duco kg 19,500 36 Amplas lbr 2,500 37 Dempul kayu (cap kucing) kg 10,200 38 Menin kayu/ besi kg 9,800 39 Sincromat kg 25,000 40 Cat kayu kg 27,500 41 Cat besi kg 33,500 42 Cat duco Danagloss/ ICI kg 48,000 43 Cat bronz kg 28,000

C. Bahan Kayu Berikut Bahan Jadinya1 Bambu dia 5 s/d 7 btg 8,500 2 Bambu dia 6 s/d 10 btg 12,000 3 Bambu gambong btg 25,000 4 Kayu kamper singkil (Samarinda kls II) m3 2,650,000 5 Kayu balok borneo super m3 1,380,000 6 Kayu papan borneo super m3 1,450,000 7 Kayu balok kamper Medan (kruing) m3 2,100,000 8 Kayu papan kamper Medan (kruing) m3 2,250,000 9 Kayu balok kamper Banjar m3 2,355,000

10 Kayu papan kamper Banjar m3 2,600,000 11 Kayu balok kamper Samarinda m3 2,800,000 12 Kayu papan kamper Samarinda m3 2,950,000 13 Kayu balok rasamala m3 1,100,000 14 Kayu papan kelas III lbr 5,200 15 Kayu jati Jatim tua m3 20,000,000 16 Kayu jati Jateng tua m3 14,300,000 17 Kayu jati Jabar tua m3 8,650,000 18 Kayu hutan kelas I (segeng, mahoni, laban) m3 2,125,000 19 Kayu hutan kelas II m3 1,420,000 20 Kayu hutan kelas III m3 1,145,000 21 Kayu albasia m3 60,000 22 Dolken 5-7 btg 10,600 23 Dolken 7-10 btg 15,000 24 Lis profil kamper 1 cm m1 1,800 25 Lis profil kamper 2 cm m1 2,500 26 Lis profil kamper 4 cm m1 4,500 27 Lis profil kamper 5 cm m1 7,200 28 Lis profil kamper 10 cm m1 14,650 29 Pegangan tangga profil jati m1 80,000 30 Pegangan tangga profil kamper m1 25,000 31 Kayu reng 2/3 borneo super m1 1,200 32 Kayu reng 2/3 kamper banjar m1 1,850

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33 Kayu reng 3/4 kamper banjar m1 2,000

D. Bahan Penutup Rangka Plafond1 Bahan plafond eternite 4 mm m2 7,500 2 Bahan plafond Hardfleks 5 mm (1,2 x 2,4 m) lbr 50,000 3 Bahan plafond asbes semen 5 mm m2 9,300 4 Gypsum 1.2 x 2.4 t = 9 mm ex DN lbr 45,000 5 Gypsum 1.2 x 2.4 t = 9 mm ex LN lbr 48,500 6 Gypsum 1.2 x 2.4 t = 12 mm ex DN lbr 83,000 7 Acustic (30 x 60) lbr 42,000 8 Acustic amstrong 60 x 120 lbr 66,000 9 Alumunium foil m2 5,000

E. Bahan Kayu Lapis1 Tripleks 3 mm lbr 29,000 2 Tripleks 4 mm lbr 38,000 3 Tripleks 4 mm uk. pintu lbr 36,000 4 Tripleks 6 mm lbr 45,000 5 Tripleks 9 mm lbr 76,000 6 Jabar wood 4 mm lbr 54,000 7 Bilik bambu tnp kulit m2 7,500 8 Bilik bambu dgn kulit m2 10,000 9 Bilik bambu hitam kulit bermotif m2 14,500

10 Wallpaper m2 27,500 11 Multipleks 9 mm lbr 65,000 12 Multipleks 12 mm lbr 85,000 13 Multipleks 18 mm lbr 135,000 14 Plywood 18 mm lbr 176,000 15 Teakwood 3 mm lbr 62,000 16 Teakwood 4 mm lbr 71,500 17 Teakwood 9 mm lbr 87,500 18 Teakwood 4 mm uk. Pintu lbr 62,000 19 Tacon tahan bakar lbr 65,000 20 Supercon m2 24,000 21 Melamin 4 mm 120 x 240 m2 68,000 22 Melamin 4 mm lbr 105,000 23 Formika 4 mm lbr 82,000 24 Formika uk. Pintu lbr 62,500

F. Bahan Lantai dan Pelapis Dinding1 Tegel PC 20x20 bh 900 2 Plin tegel PC 10x20 bh 750 3 Tegel PC 30x30 bh 1,050

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4 Plin tegel PC 15x30 bh 800 5 Tegel warna 20x20 bh 1,050 6 Plin tegel warna 10x20 bh 800 7 Tegel warna 30x30 bh 1,400 8 Plin tegel warna 15x30 bh 1,150 9 Tegel wafel PC 20x20 bh 1,000

10 Tegel wafel warna 20x20 bh 1,350 11 Tegel badak PC 30x30 bh 1,250 12 Porselen 11x11 putih m2 37,500 13 Porselen 11x11 warna standar DN m2 40,000 14 Porselen 11x11 warna standar LN m2 45,000 15 Keramik 10/20 dan 20/20 KW I DN putih/ polos m2 27,500 16 Keramik 10/20 KW I DN warna/ corak/ anti slip m2 30,000 17 Keramik 20/20 (KM) KW I DN putih/ polos m2 29,000 18 Keramik 20/20 (KM) KW I DN warna/ corak/ anti sli m2 32,500 19 Keramik 30/30 KW I DN putih/ polos m2 32,000 20 Keramik 30/30 KW I DN warna/ corak/ anti slip m2 38,000 21 Ubin kayu (1205x193) mm tebal 7.2 mm m2 425,000 22 Vinyl lantai standar m2 15,250 23 Karpet kelas baik LN m2 450,000 24 Karpet kelas sedang LN m2 185,000 25 Stoirnosing keramik 10x20 bh 5,000 26 Stoirnosing fiber m1 11,500 27 Granit alam LN ukuran besar m2 1,050,000 28 Granit alam LN ukuran kecil m2 900,000 29 Granit alam DN ukuran besar m2 750,000 30 Granit alam DN ukuran kecil m2 750,000 31 Granito tile essenza uk. 40x40 polis m2 135,000 32 Granito tile essenza uk. 60x60 polis m2 170,000 33 Marmer alam Lampung uk. Kecil m2 176,000 34 Marmer alam Citatah uk. Kecil m2 82,500 35 Marmer alam Lampung uk. Besar m2 205,000 36 Marmer alam Citatah uk. Besar m2 120,000 37 Marmer sintetis m2 70,000 38 Wallpaper lokal 10x0.5 m merk falkon roll 75,000 39 Wallpaper taiwan 10x0.5 m merk colorado roll 110,000 40 Pek. partisi gypsum 12mm rangka metal stud t=6 m2 70,000 41 Pek. partisi gypsum 12mm rangka metal stud t=7 m2 82,500 42 Pek. partisi gypsum 12mm rangka metal stud t=9 m2 90,000 43 Pek. partisi gypsum 12mm rangka metal stud t=10 m2 95,000 44 Pek. partisi gypsum 12mm rangka metal stud t=11 m2 98,500 45 Bata Karawang kw 1 bh 2,000 46 Campuran u/ kedap air (austin slurry waterproof) m2 45,000

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G. Bahan Saluran Air Kotor1 Grafel U 20 cm m1 17,500 2 Grafel U 30 cm m1 21,500 3 Grafel U 40 cm m1 24,000 4 Buis beton fl. 20 cm m1 27,500 5 Buis beton fl. 30 cm m1 50,000 6 Buis beton fl. 40 cm m1 55,000 7 Buis beton fl. 50 cm stk 92,500 8 Buis beton fl. 60 cm stk 137,500 9 Buis beton fl. 80 cm stk 176,000

10 Buis beton fl. 100 cm stk 225,000

H. Bahan Logam dan Bahan Jadinya1 Besi beton U-24 kg 9,500 2 Besi beton U-39 kg 9,800 3 Pagar BRC lengkap tiang dia 8 mm panjang 240 c m2 60,500 4 Pagar tralis expanda 2400x1200 berat 20 kg lbr 185,000 5 Tiang pagar BRC t 150 cm bt 45,000 6 Bondek m2 80,000 7 Besi profil IWF ex DN SII kg 4,900 8 Besi profil IWF ex Japan kg 4,900 9 Besi profil ex DN SII kg 4,750

10 Besi profil ex LN kg 4,750 11 Besi C lip chanel kg 4,750 12 Ongkos menggalfanis m1 750 13 Kawat beton kg 8,000 14 Kawat duri 10 kg panjang 65 m roll 70,000 15 Kawat pengikat m1 750 16 Kawat tembaga kg 17,500 17 Kawat bronjong kg 4,250 18 Ram nyamuk hijau m2 6,500 19 Ram nyamuk alumunium m2 13,500 20 Kawat ram 1x1 cm m2 6,000 21 Ram ayam m2 2,500 22 Kawat kassa 1x1 cm (putih) m2 17,500 23 Kawat harmonika 4 cm m2 22,000 24 Kawat harmonika 2 cm m2 15,000 25 Kawat las listrik kg 12,000 26 Wiremesh M8 m2 21,000 27 Wiremesh M6 m2 24,500 28 Timah kg 23,000 29 Timah hitam kg 21,000

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30 Platstrip dia 2x30 mm (6m') bt 16,000 31 Platstrip dia 3x40 mm (6m') bt 20,000 32 Plat alumunium 0.1 mm m2 28,500 33 Plat alumunium 0.2 mm m2 45,000 34 Plat alumunium 0.3 mm m2 60,000 35 Plat alumunium 0.4 mm m2 75,000 36 Plat alumunium 0.5 mm m2 88,000 37 Plat alumunium 0.6 mm m2 102,000 38 Kusen alumunium natural 1,3 mm t=1.3 mm (4") m1 65,000 39 Kusen alumunium warna 1,3 mm t=1.3 mm (4") m1 88,000 40 Daun jendela alumunium natural tanpa kaca m1 55,000 41 Daun jendela alumunium warna tanpa kaca m1 80,000 42 Daun pintu alumunium natural tanpa kaca m1 115,000 43 Daun pintu alumunium warna tanpa kaca m1 120,000 44 Handle alumunium (tarikan) bh 242,000 45 Kait angin sendok alumunium ps 65,780 46 Karet asessoris kusen (pintu alumunium) m1 4,400 47 Seng BJLS 30 t=0.35 lbr 27,500 48 Seng BJLS 30 t=0.6 lbr 49,500 49 Plat besi tipis 1 mm kg 7,200 50 Plat besi tipis 0.5 mm kg 7,700 51 Plat besi tipis 2 mm s/d 5 mm kg 6,200 52 Plat besi tipis 6 mm s/d 10 mm kg 6,200 53 Plat besi tipis 10 mm keatas kg 6,200 54 Lem kuning (aibon) kg 12,200 55 Lem putih (fox) kg 12,200

I. Bahan Kaca1 Kaca polos 2 mm (asahi) m2 35,000 2 Kaca polos 3 mm m2 42,000 3 Kaca polos 5 mm m2 65,000 4 Kaca rayband 3 mm m2 36,300 5 Kaca rayband 5 mm m2 42,400 6 Kaca rayband 8 mm (asahi) m2 177,000 7 Kaca rayband 12 mm (asahi) m2 290,900 8 Kaca patri lokal terpasang m2 695,700 9 Kaca patri LN terpasang m2 2,277,000

10 Kaca 8 mm gravir m2 49,500 11 Kaca 10 mm gravir m2 616,000 12 Glass block DN 20x20 Kedawung bh 12,600 13 Glass block LN 20x20 bh 45,500

J. Pahan Paku dan Mur Baut

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1 Paku 1-3 cm kg 7,700 2 Paku 4-7 cm kg 7,500 3 Paku 8-12 cm kg 7,200 4 Paku beton 2-5 cm bh 1,500 5 Paku kait lengkap bh 450 6 Paku sekrup bh 550 7 Paku cacing kg 18,900 8 Besi begel kuda2 kg 7,500 9 Duk angker bh 1,800

10 Angker mur baut dia 19 panjang 60 cm bh 31,600 11 Mur baut HTB dia 19-16 (5cm) bh 5,600 12 Mur baut biasa dia 19-16 (5cm) bh 3,200 13 Phiser dia 12-20 cm bh 2,600

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1.2

38,400.00 99,240.00 79,200.00 84,000.00 108,000.00 66,000.00 11,400.00 146,280.00 146,280.00 146,280.00 146,280.00 96,000.00 72,000.00 96,000.00 54,000.00 10,200.00 28,800.00 74,400.00 1,200.00 2,400.00 4,200.00 300.00 240.00 780.00 6,000.00 3,600.00 4,200.00 3,600.00 4,200.00 54,000.00 60,000.00 54,000.00 48,000.00 16,800.00 26,400.00 39,000.00 60,000.00 3,600.00 60,000.00 72,000.00

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402,000.00 342,000.00 314,400.00 84,000.00 4,200.00 3,300.00 30,000.00

6,000.00 11,880.00 63,000.00 63,000.00 57,600.00 14,400.00 9,000.00 32,400.00 24,000.00 62,400.00 51,000.00 51,000.00 17,400.00 6,000.00 6,000.00 21,000.00 10,200.00 228,000.00 318,000.00 6,000.00 15,000.00 1,800.00 1,800.00 7,200.00 54,000.00 1,200.00 18,000.00 22,200.00 3,000.00 10,200.00 15,000.00 15,600.00 26,880.00 19,440.00

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23,400.00 3,000.00 12,240.00 11,760.00 30,000.00 33,000.00 40,200.00 57,600.00 33,600.00

10,200.00 14,400.00 30,000.00 3,180,000.00 1,656,000.00 1,740,000.00 2,520,000.00 2,700,000.00 2,826,000.00 3,120,000.00 3,360,000.00 3,540,000.00 1,320,000.00 6,240.00 24,000,000.00 17,160,000.00 10,380,000.00 2,550,000.00 1,704,000.00 1,374,000.00 72,000.00 12,720.00 18,000.00 2,160.00 3,000.00 5,400.00 8,640.00 17,580.00 96,000.00 30,000.00 1,440.00 2,220.00

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2,400.00

9,000.00 60,000.00 11,160.00 54,000.00 58,200.00 99,600.00 50,400.00 79,200.00 6,000.00

34,800.00 45,600.00 43,200.00 54,000.00 91,200.00 64,800.00 9,000.00 12,000.00 17,400.00 33,000.00 78,000.00 102,000.00 162,000.00 211,200.00 74,400.00 85,800.00 105,000.00 74,400.00 78,000.00 28,800.00 81,600.00 126,000.00 98,400.00 75,000.00

1,080.00 900.00 1,260.00

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960.00 1,260.00 960.00 1,680.00 1,380.00 1,200.00 1,620.00 1,500.00 45,000.00 48,000.00 54,000.00 33,000.00 36,000.00 34,800.00 39,000.00 38,400.00 45,600.00 510,000.00 18,300.00 540,000.00 222,000.00 6,000.00 13,800.00 1,260,000.00 1,080,000.00 900,000.00 900,000.00 162,000.00 204,000.00 211,200.00 99,000.00 246,000.00 144,000.00 84,000.00 90,000.00 132,000.00 84,000.00 99,000.00 108,000.00 114,000.00 118,200.00 2,400.00 54,000.00

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21,000.00 25,800.00 28,800.00 33,000.00 60,000.00 66,000.00 111,000.00 165,000.00 211,200.00 270,000.00

11,400.00 11,760.00 72,600.00 222,000.00 54,000.00 96,000.00 5,880.00 5,880.00 5,700.00 5,700.00 5,700.00 900.00 9,600.00 84,000.00 900.00 21,000.00 5,100.00 7,800.00 16,200.00 7,200.00 3,000.00 21,000.00 26,400.00 18,000.00 14,400.00 25,200.00 29,400.00 27,600.00 25,200.00

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19,200.00 24,000.00 34,200.00 54,000.00 72,000.00 90,000.00 105,600.00 122,400.00 78,000.00 105,600.00 66,000.00 96,000.00 138,000.00 144,000.00 290,400.00 78,936.00 5,280.00 33,000.00 59,400.00 8,640.00 9,240.00 7,440.00 7,440.00 7,440.00 14,640.00 14,640.00

42,000.00 50,400.00 78,000.00 43,560.00 50,880.00 212,400.00 349,080.00 834,840.00 2,732,400.00 59,400.00 739,200.00 15,120.00 54,600.00

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9,240.00 9,000.00 8,640.00 1,800.00 540.00 660.00 22,680.00 9,000.00 2,160.00 37,920.00 6,720.00 3,840.00 3,120.00

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RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN TAHAP AWAL RSUD PANDEGLANG

No. URAIAN PEKERJAAN VOLUMESAT HARGA JUMLAH SATUAN

A PEKERJAAN PEMBENTUKAN LAHAN1 Galian tanah (cut) 1500 m3 20,400 30,600,000 2 Penimbunan tanah (fill) 1500 m3 17,300 25,950,000 3 Pekerjaan pembongkaran

Dinding Bata 791 m3 8,250 6,525,750 Rangka baja 24850 kg 850 21,122,500 Lantai beton 49.4 m3 212,800 10,512,320

94,710,570 B PERKERJAAN PEMBANGUNAN GEDUNG RSUDI Pekerjaan Persiapan1 Pembuatan IMB 1866.24 m2 15,000 27,993,600 2 Molisasi demobilisasi 1.00 ls 3,000,000 3,000,000 3 Air kerja dan listrik 1.00 ls 7,500,000 7,500,000 4 Administrasi dan dokumentasi 1.00 ls 1,000,000 1,000,000 5 Papan nama proyek 2.4 x 1.75 m 2.10 m2 385,800 810,180 6 Direksi keet 24.00 m2 348,600 8,366,400 7 Los kerja/ gudang 72.00 m2 264,800 19,065,600

67,735,780 II Pekerjaan Tanah dan Pasir1 Galian tanah pondasi telapak 576.00 m3 58,500 33,696,000 2 Galian tanah pondasi batu kali dan sloof 291.60 m3 29,500 8,602,200 3 Pengurugan kembali 644.11 m3 15,200 9,790,472

52,088,672 III Pekerjaan Pondasi1 Pas. papan bouwplank & pengukuran 411.60 m1 26,200 10,783,920 2 Pondasi batu kali 114.05 m3 594,400 67,791,320 3 Pasangan aanstamping batu kali 51.84 m3 240,300 12,457,152 4 Pondasi telapak beton 57.60 m3 3,756,000 216,345,600

307,377,992 IV Pekerjaan Beton

IVA Pekerjaan Beton Lantai Dasar1 Sloof 15/25 11.70 m3 3,756,000 43,945,200 2 Sloof 20/35 13.27 m3 3,756,000 49,849,632 3 Sloof 25/45 2.43 m3 3,756,000 9,127,080 4 Kolom 35/35 39.81 m3 3,756,000 149,535,750 5 Plat bordes t 15 1.08 m3 3,909,700 4,222,476 6 Plat tangga dan anak tangga 7.64 m3 3,909,700 29,881,837 7 Kolom praktis 15/15 6.93 m3 3,756,000 26,029,080

312,591,055 IVB Pekerjaan Beton Lantai 21 Balok 20/35 22.85 m3 3,756,000 85,817,088 2 Balok 25/45 15.66 m3 3,756,000 58,818,960 3 Balok 35/50 7.56 m3 3,756,000 28,395,360 4 Balok 35/55 2.77 m3 3,756,000 10,411,632 5 Kolom 35/35 16.66 m3 3,756,000 62,574,960 6 Plat lantai beton t 15 cm 145.05 m3 3,909,700 567,101,985 7 Ring balok 15/25 12.78 m3 3,756,000 48,001,680 8 Ring balok 20/30 6.05 m3 3,756,000 22,716,288 9 Kolom praktis 15/15 7.73 m3 3,756,000 29,033,880

10 Lisplank beton 2.59 m3 3,909,700 10,133,942 923,005,775

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IVC Pekerjaan Bekisting Multipleks 2 kali pakai per m3 beton1 Bekisting telapak beton 57.60 m3 312,000 17,971,200 2 Bekisting sloof 15/25 11.70 m3 1,248,000 14,601,600 3 Bekisting sloof 20/35 13.27 m3 936,000 12,422,592 4 Bekisting sloof 25/45 2.43 m3 748,800 1,819,584 5 Bekisting kolom struktur 35/35 56.47 m3 1,345,100 75,961,160 6 Bekisting kolom praktis 12/12 14.66 m3 1,248,000 18,295,680 7 Bekisting + scaffolding balok 20/35 22.85 m3 1,821,400 41,615,347 8 Bekisting + scaffolding balok 25/45 15.66 m3 3,756,000 58,818,960 9 Bekisting + scaffolding balok 35/50 7.56 m3 3,756,000 28,395,360

10 Bekisting + scaffolding balok 35/55 2.77 m3 1,098,300 3,044,488 11 Bekisting + scaffolding plat lantai beton t 15 cm 156.37 m3 2,066,000 323,050,090 12 Bekisting + scaffolding ring balok 15/25 12.78 m3 2,487,600 31,791,528 13 Bekisting + scaffolding ring balok 20/30 6.05 m3 1,969,000 11,908,512

639,696,101 V Pekerjaan Dinding

VA Pekerjaan Dinding Lantai Dasar1 Pek. pasangan bata Hebel 936.60 m2 134,600 126,066,360 2 Plesteran 1873.20 m2 41,200 77,175,840 3 Plint Keramik 216.00 m1 15,600 3,369,600 4 Dinding keramik kamar mandi 421.20 m2 88,200 37,149,840 5 Dinding keramik UGD 100.80 m2 97,300 9,807,840 6 Plesteran beton 1:3 kolom dan balok expose 268.80 m2 44,500 11,961,600 7 Hand railling tangga & void pipa BSP 2" cat duko 59.20 m1 50,000 2,960,000 8 Railling tangga pipa besi BSP 1 + plat strip finish duco 59.20 m2 350,000 20,720,000

289,211,080 VB Pekerjaan Dinding Lantai 21 Pek. pasangan bata Hebel 994.00 m2 134,600 133,792,400 2 Plesteran 1988.00 m2 41,200 81,905,600 3 Plint Keramik 240.00 m1 15,600 3,744,000 4 Dinding keramik 421.20 m2 88,200 37,149,840 5 Plesteran beton 1:3 kolom dan balok expose 224.00 m2 44,500 9,968,000

266,559,840 VC Pekerjaan Partisi 1 Pasangan rangka hollow 842.40 m2 76,000 64,022,400 2 Pasangan gypsum tebal 12 mm satu muka 1684.80 m2 57,400 96,707,520 3 Cat partisi 1684.80 m2 31,400 52,902,720

213,632,640 VI Pekerjaan Kusen Pintu & Jendela1 Kusen kayu setara kamper Banjar 68.33 m3 5,042,300 344,553,469 2 Daun pintu panel teakwood 41.14 m2 435,720 17,925,521 3 Daun pintu panel kaca (tanpa kaca) 84.00 m2 435,720 36,600,480 4 Daun pintu kamar mandi 44.80 m2 435,720 19,520,256 5 Daun jendela kayu (tanpa kaca) 183.12 m2 221,160 40,498,819 6 Pasangan kaca polos 391.11 m2 84,500 33,048,584

492,147,129 VII Pekerjaan Atap 8.00 10 42 1 Kuda-kuda setara kayu kruing 28.24 m3 4,220,400 119,171,236 2 Gording kayu setara kruing 22.62 m3 4,220,400 95,465,448 3 Ikatan angin 15.00 m3 4,220,400 63,306,000 4 Rangka atap kayu borneo super 1590.16 m2 55,400 88,094,864 5 Alumunium foil 1590.16 m2 5,000 7,950,800 6 Atap genteng 1590.16 m2 45,000 71,557,200 7 Pasangan bubungan genteng 113.00 m1 70,000 7,910,000 8 Pas listplank kamper banjar 245.00 m1 46,400 11,368,000 9 Jurai rangka atap 49.00 m1 50,000 2,450,000

10 Angkur baut 390.00 bh 7,095 2,767,050

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470,040,598 VIII Pekerjaan Langit-langit + Rangka1 Plafond tripleks + rangka borneo 462.50 m2 120,400 55,685,000 2 Plafond gypsum setara elephant + rangka 1866.24 m2 148,200 276,576,768 3 List plafond gypsum 1203.84 m1 14,400 17,335,296 4 List kayu profil plafond + finish cat kayu 783.00 m1 10,800 8,456,400

358,053,464 IX Pekerjaan Lantai

IXA Pekerjaan Lantai Dasar1 Urugan pasir bawah lantai 47.78 m3 49,900 2,384,222 2 Pemadatan lantai bawah 191.12 m3 68,100 13,015,272 3 Lantai kerja t 6 cm 57.34 m3 515,200 29,539,507 4 Lantai keramik 30/30 955.60 m2 97,300 92,979,880 5 Lantai keramik tangga 43.20 m2 104,000 4,492,800 6 Lantai Keramik 20/20 WC 69.12 m2 88,200 6,096,384

148,508,065 IXB Pekerjaan Lantai 21 Urugan pasir bawah lantai 47.52 m3 49,900 2,371,248 2 Lantai keramik 30/30 950.40 m2 97,300 92,473,920 3 Lantai Keramik 20/20 WC 69.12 m2 88,200 6,096,384

100,941,552 X Pekerjaan Gantungan/ Pengunci & Engsel1 Pasangan kunci tanam 64.00 bh 350,000 22,400,000 2 Pasangan grendel tanam 22.00 bh 150,000 3,300,000 3 Engsel pintu cabut 5" 258.00 bh 45,000 11,610,000 4 Engsel jendela 372.00 bh 30,000 11,160,000 5 Pasangan kunci jendela 186.00 bh 75,000 13,950,000 6 Hak angin 186.00 bh 75,000 13,950,000

76,370,000 XI Pekerjaan Pengecatan1 Cat kayu listplank setara siev 73.50 m2 38,900 2,859,150 2 Cat kayu setara siev 1630.09 m2 38,900 63,410,501 3 Cat tembok setara vinilex 3861.20 m2 31,400 121,241,680 4 Cat plafond gypsum setara viilex 1866.24 m2 34,700 64,758,528 5 Cat plafond plywood setara viilex 462.50 m2 34,700 16,048,750 6 Residu rangka atap 322.24 m2 10,000 3,222,400

271,541,009 XII Instalasi Penerangan

XIIA Instalasi Lantai Dasar 1.20 1 Titik instalasi penerangan 126.00 ttk 188,400 23,738,400 2 Titik instalasi stop kontak 79.00 ttk 252,000 19,908,000 3 Lampu TL 90.00 bh 690,000 62,100,000 4 Lampu PL 34.00 bh 260,400 8,853,600 5 Exhaust fan 2.00 bh 351,000 702,000 6 Stop kontak 45.00 bh 55,200 2,484,000 7 Saklar tunggal 22.00 bh 44,400 976,800 8 Saklar ganda 18.00 bh 55,200 993,600 9 Saklar hotel 2.00 unit 103,200 206,400

10 Panel Utama 1.00 bh 2,190,000 2,190,000 11 Panel 1.00 bh 3,630,000 3,630,000 12 Panel AC 1.00 bh 2,550,000 2,550,000 13 Stop kontak AC 34.00 bh 234,000 7,956,000

136,288,800 XIIB Instalasi Lantai Atas

1 Titik instalasi penerangan 126.00 ttk 188,400 23,738,400 2 Titik instalasi stop kontak 93.00 ttk 252,000 23,436,000 3 Lampu TL 84.00 bh 690,000 57,960,000

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4 Lampu PL 39.00 bh 260,400 10,155,600 5 Exhaust fan 3.00 bh 351,000 1,053,000 6 Stop kontak 74.00 bh 55,200 4,084,800 7 Saklar tunggal 22.00 bh 44,400 976,800 8 Saklar ganda 18.00 bh 55,200 993,600 9 Panel penerangan 1.00 bh 3,630,000 3,630,000

10 Panel AC 1.00 bh 2,550,000 2,550,000 11 Stop kontak AC 19.00 bh 234,000 4,446,000

133,024,200 XIIIC Kabel Daya

XIIICA Pemasangan Kabel Feeder dari meteran ke Panel1 Toofoer Meter PLN ke DP utama LT - 1 NYY 4 x 120 mm2 1.00 m' 279,240 279,240 2 Toofoer dr DP utama LT - 1 ke DPP LT - 1 NYY 4 x 70 mm2 1.00 m' 170,400 170,400 3 Toofoer dr DP utama LT - 1 ke DPAC LT - 1 NYY 4 x 70 mm2 1.00 m' 170,400 170,400

620,040 XIIICB Pemasangan Kabel Toofoer ke LT - 2

1 Toofoer dr DP utama LT - 1 ke DPP LT - 2 NYY 4 x 70 mm2 5.00 m' 170,400 852,000 2 Toofoer dr DP utama LT - 1 ke DPAC LT - 2 NYY 4 x 70 mm2 5.00 m' 170,400 852,000 3 Cable tray toofoer 30.00 m' 475,200 14,256,000

15,960,000 XIV Instalasi Kabel Data Komputer & Telepon

XIVA Instalasi Lantai Dasar1 Instalasi kabel data 6.00 ttk 247,500 1,485,000 2 Outlet data 6.00 bh 73,200 439,200 3 Instalasi kabel Telepon 16.00 ttk 1,035,000 16,560,000 4 Outlet telepon 16.00 bh 67,500 1,080,000

19,564,200 XIVB Instalasi Lantai Atas

1 Instalasi kabel data 14.00 ttk 247,500 3,465,000 2 Outlet data 14.00 bh 73,200 1,024,800 3 Instalasi kabel Telepon 15.00 ttk 1,035,000 15,525,000 4 Outlet telepon 15.00 bh 67,500 1,012,500

21,027,300 XV Instalasi Penangkal Petir1 Penangkal petir, Protector Type PLC 6 12.00 ttk 78,936 947,232 2 Tiang sparing protector lengkap accessories 12.00 set 30,000 360,000 3 Grounding BC 70 mm s/d max 2 ohm 141.67 m' 9,000 1,275,030 4 Pipa PVC AW 1" berikut klem 141.67 m' 37,620 5,329,625 5 Bak kontrol terminal penangkal petir 4.00 bh 180,000 720,000 6 Pipa besi d1" galvanis berikut Ujung spliter type PLC 6 80.00 m' 58,067 4,645,344 7 Ujung spliter petir PLC 6 4.00 bh 78,936 315,744 8 Fitting - fitting dan alat bantu 1.00 Ls 195,514 195,514

13,788,489 XVI Instalasi Sound System

XVIA Instalasi Lantai Dasar1 Instalasi titik speaker + volume kontrol 11.00 ttk 27,000 297,000 2 Cable NYMHY ke terminal box 220.00 m 5,400 1,188,000 3 Ceiling speaker 9.00 bh 900,000 8,100,000

9,585,000 XVIB Instalasi Lantai Atas

1 Instalasi titik speaker + volume kontrol 16.00 ttk 27,000 432,000 2 Cable NYMHY ke terminal box 185.00 m 5,400 999,000 2 Ceiling speaker 13.00 bh 900,000 11,700,000

13,131,000 XVII Plumbing/ Mekanikal

XVIIA Lantai DasarXVIIAA Air bersih

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1 PVC dia 1 1/2" 80.00 m 40,170 3,213,600 2 PVC dia 1" 108.00 m 37,620 4,062,960 3 PVC dia 3/4" 124.00 m 36,420 4,516,080 4 Bak kontrol 2.00 bh 180,000 360,000 5 Fitting & asesoris 1.00 ls 900,000 900,000

13,052,640 XVIIAB Air kotor

1 PVC dia 4" 80.00 m 76,770 6,141,600 2 PVC dia 3" 148.00 m 62,970 9,319,560 3 PVC dia 2" 76.00 m 49,020 3,725,520 4 PVC dia 1 1/2" 20.00 m 40,170 803,400 5 Bak kontrol 4.00 bh 180,000 720,000 6 Fitting & asesoris 1.00 ls 900,000 900,000

21,610,080 XVIIAC Sanitair

1 Kloset jongkok 8.00 bh 191,400 1,531,200 2 Urinoir 6.00 bh 1,455,360 8,732,160 3 Washtavel 12.00 bh 839,400 10,072,800 4 Bak fiber 8.00 bh 510,000 4,080,000 5 Kran tembok 8.00 bh 138,600 1,108,800 6 Floor drain 12.00 bh 231,000 2,772,000 7 Fitting & asesoris 1.00 ls 600,000 600,000

28,896,960 XVIIB Lantai Atas

XVIIBA Air bersih1 PVC dia 1 1/2" 20.00 m 40,170 803,400 2 PVC dia 1" 40.00 m 37,620 1,504,800 3 PVC dia 3/4" 92.00 m 36,420 3,350,640 4 Fitting & asesoris 1.00 ls 600,000 600,000

6,258,840 XVIIBB Air kotor

1 PVC dia 4" 20.00 m 76,770 1,535,400 2 PVC dia 3" 72.00 m 62,970 4,533,840 3 PVC dia 2" 40.00 m 49,020 1,960,800 4 PVC dia 1 1/2" 12.00 m 40,170 482,040 5 Fitting & asesoris 1.00 ls 600,000 600,000

9,112,080 XVIIBC Sanitair

1 Kloset jongkok 8.00 bh 191,400 1,531,200 2 Urinoir 6.00 bh 1,455,360 8,732,160 3 Washtavel 6.00 bh 839,400 5,036,400 4 Bak fiber 8.00 bh 510,000 4,080,000 5 Kran tembok 8.00 bh 138,600 1,108,800 6 Floor drain 12.00 bh 231,000 2,772,000 7 Fitting & asesoris 1.00 ls 600,000 600,000

23,860,560

I JUMLAH 5,549,991,511 II PPN 10 % 554,999,151 III JUMLAH I + II 6,104,990,662 IV DIBULATKAN 6,104,990,000 V TERBILANG EMPAT MILIAR LIMA RATUS DELAPAN PULUH JUTA ENAM PULUH RIBU RUPIAH

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3,172,608,000 ### 2,884,189,091 5,549,991,511 6,104,990,662 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

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5,549,991,511 6,104,990,662 4,580,062,500 - 4,580,062,500

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 - 4,580,062,500

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 - 4,580,062,500

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500

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5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 157,000 5,549,991,511 6,104,990,662 4,580,062,500 210,000 5,549,991,511 6,104,990,662 4,580,062,500 575,000 5,549,991,511 6,104,990,662 4,580,062,500 217,000 5,549,991,511 6,104,990,662 4,580,062,500 292,500 5,549,991,511 6,104,990,662 4,580,062,500 46,000 5,549,991,511 6,104,990,662 4,580,062,500 37,000 5,549,991,511 6,104,990,662 4,580,062,500 46,000 5,549,991,511 6,104,990,662 4,580,062,500 86,000

1,825,000 5,549,991,511 6,104,990,662 4,580,062,500 3,025,000 5,549,991,511 6,104,990,662 4,580,062,500 2,125,000 5,549,991,511 6,104,990,662 4,580,062,500 195,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 157,000 5,549,991,511 6,104,990,662 4,580,062,500 210,000 5,549,991,511 6,104,990,662 4,580,062,500 575,000

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5,549,991,511 6,104,990,662 4,580,062,500 217,000 5,549,991,511 6,104,990,662 4,580,062,500 292,500 5,549,991,511 6,104,990,662 4,580,062,500 46,000 5,549,991,511 6,104,990,662 4,580,062,500 37,000 5,549,991,511 6,104,990,662 4,580,062,500 46,000 5,549,991,511 6,104,990,662 4,580,062,500 3,025,000 5,549,991,511 6,104,990,662 4,580,062,500 2,125,000 5,549,991,511 6,104,990,662 4,580,062,500 195,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 232,700 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 396,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 206,250 5,549,991,511 6,104,990,662 4,580,062,500 61,000 5,549,991,511 6,104,990,662 4,580,062,500 862,500 5,549,991,511 6,104,990,662 4,580,062,500 56,250 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 206,250 5,549,991,511 6,104,990,662 4,580,062,500 61,000 5,549,991,511 6,104,990,662 4,580,062,500 862,500 5,549,991,511 6,104,990,662 4,580,062,500 56,250 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 65,780 5,549,991,511 6,104,990,662 4,580,062,500 25,000 5,549,991,511 6,104,990,662 4,580,062,500 7,500 5,549,991,511 6,104,990,662 4,580,062,500 31,350 5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 48,389 5,549,991,511 6,104,990,662 4,580,062,500 65,780 5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 22,500 5,549,991,511 6,104,990,662 4,580,062,500 4,500 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 22,500 5,549,991,511 6,104,990,662 4,580,062,500 4,500 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

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5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 31,350 5,549,991,511 6,104,990,662 4,580,062,500 30,350 5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 63,975 5,549,991,511 6,104,990,662 4,580,062,500 52,475 5,549,991,511 6,104,990,662 4,580,062,500 40,850 5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 159,500 5,549,991,511 6,104,990,662 4,580,062,500 1,212,800 5,549,991,511 6,104,990,662 4,580,062,500 699,500 5,549,991,511 6,104,990,662 4,580,062,500 425,000 5,549,991,511 6,104,990,662 4,580,062,500 115,500 5,549,991,511 6,104,990,662 4,580,062,500 192,500 5,549,991,511 6,104,990,662 4,580,062,500 500,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 31,350 5,549,991,511 6,104,990,662 4,580,062,500 30,350 5,549,991,511 6,104,990,662 4,580,062,500 500,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 63,975 5,549,991,511 6,104,990,662 4,580,062,500 52,475 5,549,991,511 6,104,990,662 4,580,062,500 40,850 5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 500,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 159,500 5,549,991,511 6,104,990,662 4,580,062,500 1,212,800 5,549,991,511 6,104,990,662 4,580,062,500 699,500 5,549,991,511 6,104,990,662 4,580,062,500 425,000 5,549,991,511 6,104,990,662 4,580,062,500 115,500 5,549,991,511 6,104,990,662 4,580,062,500 192,500 5,549,991,511 6,104,990,662 4,580,062,500 500,000

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RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN TAHAP AWAL RSUD PANDEGLANG

No. URAIAN PEKERJAAN VOLUMESAT HARGA HRG SAT JUMLAH JUMLAH SATUAN JADI JADI

A PEKERJAAN PEMBENTUKAN LAHAN 0.80 1 Galian tanah (cut) 1500 m3 20,400 16,320 30,600,000 24,480,000 2 Penimbunan tanah (fill) 1500 m3 17,300 13,840 25,950,000 20,760,000 3 Pekerjaan pembongkaran -

Dinding Bata 791 m3 8,250 6,600 6,525,750 5,220,600 Rangka baja 24850 kg 850 680 21,122,500 16,898,000 Lantai beton 49.4 m3 212,800 170,240 10,512,320 8,409,856

94,710,570 75,768,456 B PERKERJAAN PEMBANGUNAN GEDUNG RSUDI Pekerjaan Persiapan1 Pembuatan IMB 1866.24 m2 15,000 12,000 27,993,600 22,394,880 2 Molisasi demobilisasi 1.00 ls 3,000,000 2,400,000 3,000,000 2,400,000 3 Air kerja dan listrik 1.00 ls 7,500,000 6,000,000 7,500,000 6,000,000 4 Administrasi dan dokumentasi 1.00 ls 1,000,000 800,000 1,000,000 800,000 5 Papan nama proyek 2.4 x 1.75 m 2.10 m2 385,800 308,640 810,180 648,144 6 Direksi keet 24.00 m2 348,600 278,880 8,366,400 6,693,120 7 Los kerja/ gudang 72.00 m2 264,800 211,840 19,065,600 15,252,480

67,735,780 54,188,624 II Pekerjaan Tanah dan Pasir1 Galian tanah pondasi telapak 576.00 m3 58,500 46,800 33,696,000 26,956,800 2 Galian tanah pondasi batu kali dan sloof 291.60 m3 29,500 23,600 8,602,200 6,881,760 3 Pengurugan kembali 644.11 m3 15,200 12,160 9,790,472 7,832,378

52,088,672 41,670,938 III Pekerjaan Pondasi1 Pas. papan bouwplank & pengukuran 411.60 m1 26,200 20,960 10,783,920 8,627,136 2 Pondasi batu kali 114.05 m3 594,400 475,520 67,791,320 54,233,056 3 Pasangan aanstamping batu kali 51.84 m3 240,300 192,240 12,457,152 9,965,722 4 Pondasi telapak beton 57.60 m3 3,756,000 3,004,800 216,345,600 173,076,480

307,377,992 245,902,394 IV Pekerjaan Beton

IVA Pekerjaan Beton Lantai Dasar1 Sloof 15/25 11.70 m3 3,756,000 3,004,800 43,945,200 35,156,160 2 Sloof 20/35 13.27 m3 3,756,000 3,004,800 49,849,632 39,879,706 3 Sloof 25/45 2.43 m3 3,756,000 3,004,800 9,127,080 7,301,664 4 Kolom 35/35 39.81 m3 3,756,000 3,004,800 149,535,750 119,628,600 5 Plat bordes t 15 1.08 m3 3,909,700 3,127,760 4,222,476 3,377,981 6 Plat tangga dan anak tangga 7.64 m3 3,909,700 3,127,760 29,881,837 23,905,470 7 Kolom praktis 15/15 6.93 m3 3,756,000 3,004,800 26,029,080 20,823,264

312,591,055 250,072,844 IVB Pekerjaan Beton Lantai 2

1 Balok 20/35 22.85 m3 3,756,000 3,004,800 85,817,088 68,653,670 2 Balok 25/45 15.66 m3 3,756,000 3,004,800 58,818,960 47,055,168 3 Balok 35/50 7.56 m3 3,756,000 3,004,800 28,395,360 22,716,288 4 Balok 35/55 2.77 m3 3,756,000 3,004,800 10,411,632 8,329,306 5 Kolom 35/35 16.66 m3 3,756,000 3,004,800 62,574,960 50,059,968 6 Plat lantai beton t 15 cm 145.05 m3 3,909,700 3,127,760 567,101,985 453,681,588 7 Ring balok 15/25 12.78 m3 3,756,000 3,004,800 48,001,680 38,401,344

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8 Ring balok 20/30 6.05 m3 3,756,000 3,004,800 22,716,288 18,173,030 9 Kolom praktis 15/15 7.73 m3 3,756,000 3,004,800 29,033,880 23,227,104

10 Lisplank beton 2.59 m3 3,909,700 3,127,760 10,133,942 8,107,154 923,005,775 738,404,620

IVC Pekerjaan Bekisting Multipleks 2 kali pakai per m3 beton1 Bekisting telapak beton 57.60 m3 312,000 249,600 17,971,200 14,376,960 2 Bekisting sloof 15/25 11.70 m3 1,248,000 998,400 14,601,600 11,681,280 3 Bekisting sloof 20/35 13.27 m3 936,000 748,800 12,422,592 9,938,074 4 Bekisting sloof 25/45 2.43 m3 748,800 599,040 1,819,584 1,455,667 5 Bekisting kolom struktur 35/35 56.47 m3 1,345,100 1,076,080 75,961,160 60,768,928 6 Bekisting kolom praktis 12/12 14.66 m3 1,248,000 998,400 18,295,680 14,636,544 7 Bekisting + scaffolding balok 20/35 22.85 m3 1,821,400 1,457,120 41,615,347 33,292,278 8 Bekisting + scaffolding balok 25/45 15.66 m3 3,756,000 3,004,800 58,818,960 47,055,168 9 Bekisting + scaffolding balok 35/50 7.56 m3 3,756,000 3,004,800 28,395,360 22,716,288

10 Bekisting + scaffolding balok 35/55 2.77 m3 1,098,300 878,640 3,044,488 2,435,590 11 Bekisting + scaffolding plat lantai beton t 156.37 m3 2,066,000 1,652,800 323,050,090 258,440,072 12 Bekisting + scaffolding ring balok 15/25 12.78 m3 2,487,600 1,990,080 31,791,528 25,433,222 13 Bekisting + scaffolding ring balok 20/30 6.05 m3 1,969,000 1,575,200 11,908,512 9,526,810

639,696,101 511,756,880 V Pekerjaan Dinding

VA Pekerjaan Dinding Lantai Dasar1 Pek. pasangan bata Hebel 936.60 m2 134,600 107,680 126,066,360 100,853,088 2 Plesteran 1873.20 m2 41,200 32,960 77,175,840 61,740,672 3 Plint Keramik 216.00 m1 15,600 12,480 3,369,600 2,695,680 4 Dinding keramik kamar mandi 421.20 m2 88,200 70,560 37,149,840 29,719,872 5 Dinding keramik UGD 100.80 m2 97,300 77,840 9,807,840 7,846,272 6 Plesteran beton 1:3 kolom dan balok expo 268.80 m2 44,500 35,600 11,961,600 9,569,280 7 Hand railling tangga & void pipa BSP 2" ca 59.20 m1 50,000 40,000 2,960,000 2,368,000 8 Railling tangga pipa besi BSP 1 + plat strip 59.20 m2 350,000 280,000 20,720,000 16,576,000

289,211,080 231,368,864 VB Pekerjaan Dinding Lantai 21 Pek. pasangan bata Hebel 994.00 m2 134,600 107,680 133,792,400 107,033,920 2 Plesteran 1988.00 m2 41,200 32,960 81,905,600 65,524,480 3 Plint Keramik 240.00 m1 15,600 12,480 3,744,000 2,995,200 4 Dinding keramik 421.20 m2 88,200 70,560 37,149,840 29,719,872 5 Plesteran beton 1:3 kolom dan balok expo 224.00 m2 44,500 35,600 9,968,000 7,974,400

266,559,840 213,247,872 VC Pekerjaan Partisi 1 Pasangan rangka hollow 842.40 m2 76,000 60,800 64,022,400 51,217,920 2 Pasangan gypsum tebal 12 mm satu muka 1684.80 m2 57,400 45,920 96,707,520 77,366,016 3 Cat partisi 1684.80 m2 31,400 25,120 52,902,720 42,322,176

213,632,640 170,906,112 VI Pekerjaan Kusen Pintu & Jendela1 Kusen kayu setara kamper Banjar 68.33 m3 5,042,300 4,033,840 344,553,469 275,642,775 2 Daun pintu panel teakwood 41.14 m2 435,720 348,576 17,925,521 14,340,417 3 Daun pintu panel kaca (tanpa kaca) 84.00 m2 435,720 348,576 36,600,480 29,280,384 4 Daun pintu kamar mandi 44.80 m2 435,720 348,576 19,520,256 15,616,205 5 Daun jendela kayu (tanpa kaca) 183.12 m2 221,160 176,928 40,498,819 32,399,055 6 Pasangan kaca polos 391.11 m2 84,500 67,600 33,048,584 26,438,867

492,147,129 393,717,703 VII Pekerjaan Atap 8.00 10 42 1 Kuda-kuda setara kayu kruing 28.24 m3 4,220,400 3,376,320 119,171,236 95,336,988 2 Gording kayu setara kruing 22.62 m3 4,220,400 3,376,320 95,465,448 76,372,358

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3 Ikatan angin 15.00 m3 4,220,400 3,376,320 63,306,000 50,644,800 4 Rangka atap kayu borneo super 1590.16 m2 55,400 44,320 88,094,864 70,475,891 5 Alumunium foil 1590.16 m2 5,000 4,000 7,950,800 6,360,640 6 Atap genteng 1590.16 m2 45,000 36,000 71,557,200 57,245,760 7 Pasangan bubungan genteng 113.00 m1 70,000 56,000 7,910,000 6,328,000 8 Pas listplank kamper banjar 245.00 m1 46,400 37,120 11,368,000 9,094,400 9 Jurai rangka atap 49.00 m1 50,000 40,000 2,450,000 1,960,000

10 Angkur baut 390.00 bh 7,095 5,676 2,767,050 2,213,640 470,040,598 376,032,478

VIII Pekerjaan Langit-langit + Rangka1 Plafond tripleks + rangka borneo 462.50 m2 120,400 96,320 55,685,000 44,548,000 2 Plafond gypsum setara elephant + rangka 1866.24 m2 148,200 118,560 276,576,768 221,261,414 3 List plafond gypsum 1203.84 m1 14,400 11,520 17,335,296 13,868,237 4 List kayu profil plafond + finish cat kayu 783.00 m1 10,800 8,640 8,456,400 6,765,120

358,053,464 286,442,771 IX Pekerjaan Lantai

IXA Pekerjaan Lantai Dasar1 Urugan pasir bawah lantai 47.78 m3 49,900 39,920 2,384,222 1,907,378 2 Pemadatan lantai bawah 191.12 m3 68,100 54,480 13,015,272 10,412,218 3 Lantai kerja t 6 cm 57.34 m3 515,200 412,160 29,539,507 23,631,606 4 Lantai keramik 30/30 955.60 m2 97,300 77,840 92,979,880 74,383,904 5 Lantai keramik tangga 43.20 m2 104,000 83,200 4,492,800 3,594,240 6 Lantai Keramik 20/20 WC 69.12 m2 88,200 70,560 6,096,384 4,877,107

148,508,065 118,806,452 IXB Pekerjaan Lantai 2

1 Urugan pasir bawah lantai 47.52 m3 49,900 39,920 2,371,248 1,896,998 2 Lantai keramik 30/30 950.40 m2 97,300 77,840 92,473,920 73,979,136 3 Lantai Keramik 20/20 WC 69.12 m2 88,200 70,560 6,096,384 4,877,107

100,941,552 80,753,242 X Pekerjaan Gantungan/ Pengunci & Engsel1 Pasangan kunci tanam 64.00 bh 350,000 280,000 22,400,000 17,920,000 2 Pasangan grendel tanam 22.00 bh 150,000 120,000 3,300,000 2,640,000 3 Engsel pintu cabut 5" 258.00 bh 45,000 36,000 11,610,000 9,288,000 4 Engsel jendela 372.00 bh 30,000 24,000 11,160,000 8,928,000 5 Pasangan kunci jendela 186.00 bh 75,000 60,000 13,950,000 11,160,000 6 Hak angin 186.00 bh 75,000 60,000 13,950,000 11,160,000

76,370,000 61,096,000 XI Pekerjaan Pengecatan1 Cat kayu listplank setara siev 73.50 m2 38,900 31,120 2,859,150 2,287,320 2 Cat kayu setara siev 1630.09 m2 38,900 31,120 63,410,501 50,728,401 3 Cat tembok setara vinilex 3861.20 m2 31,400 25,120 121,241,680 96,993,344 4 Cat plafond gypsum setara viilex 1866.24 m2 34,700 27,760 64,758,528 51,806,822 5 Cat plafond plywood setara viilex 462.50 m2 34,700 27,760 16,048,750 12,839,000 6 Residu rangka atap 322.24 m2 10,000 8,000 3,222,400 2,577,920

271,541,009 217,232,807 XII Instalasi Penerangan

XIIA Instalasi Lantai Dasar 1.20 1 1 Titik instalasi penerangan 126.00 ttk 188,400 125,600 23,738,400 15,825,600 2 Titik instalasi stop kontak 79.00 ttk 252,000 168,000 19,908,000 13,272,000 3 Lampu TL 90.00 bh 690,000 460,000 62,100,000 41,400,000 4 Lampu PL 34.00 bh 260,400 173,600 8,853,600 5,902,400 5 Exhaust fan 2.00 bh 351,000 234,000 702,000 468,000 6 Stop kontak 45.00 bh 55,200 36,800 2,484,000 1,656,000

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7 Saklar tunggal 22.00 bh 44,400 29,600 976,800 651,200 8 Saklar ganda 18.00 bh 55,200 36,800 993,600 662,400 9 Saklar hotel 2.00 unit 103,200 68,800 206,400 137,600

10 Panel Utama 1.00 bh 2,190,000 1,460,000 2,190,000 1,460,000 11 Panel 1.00 bh 3,630,000 2,420,000 3,630,000 2,420,000 12 Panel AC 1.00 bh 2,550,000 1,700,000 2,550,000 1,700,000 13 Stop kontak AC 34.00 bh 234,000 156,000 7,956,000 5,304,000

136,288,800 90,859,200 XIIB Instalasi Lantai Atas

1 Titik instalasi penerangan 126.00 ttk 188,400 125,600 23,738,400 15,825,600 2 Titik instalasi stop kontak 93.00 ttk 252,000 168,000 23,436,000 15,624,000 3 Lampu TL 84.00 bh 690,000 460,000 57,960,000 38,640,000 4 Lampu PL 39.00 bh 260,400 173,600 10,155,600 6,770,400 5 Exhaust fan 3.00 bh 351,000 234,000 1,053,000 702,000 6 Stop kontak 74.00 bh 55,200 36,800 4,084,800 2,723,200 7 Saklar tunggal 22.00 bh 44,400 29,600 976,800 651,200 8 Saklar ganda 18.00 bh 55,200 36,800 993,600 662,400 9 Panel penerangan 1.00 bh 3,630,000 2,420,000 3,630,000 2,420,000

10 Panel AC 1.00 bh 2,550,000 1,700,000 2,550,000 1,700,000 11 Stop kontak AC 19.00 bh 234,000 156,000 4,446,000 2,964,000

133,024,200 88,682,800 XIIIC Kabel Daya

XIIICAPemasangan Kabel Feeder dari meteran ke Panel1 Toofoer Meter PLN ke DP utama LT - 1 1.00 m' 279,240 186,160 279,240 186,160 2 Toofoer dr DP utama LT - 1 ke DPP LT - 1.00 m' 170,400 113,600 170,400 113,600 3 Toofoer dr DP utama LT - 1 ke DPAC LT 1.00 m' 170,400 113,600 170,400 113,600

620,040 413,360 XIIICBPemasangan Kabel Toofoer ke LT - 2

1 Toofoer dr DP utama LT - 1 ke DPP LT - 5.00 m' 170,400 113,600 852,000 568,000 2 Toofoer dr DP utama LT - 1 ke DPAC LT 5.00 m' 170,400 113,600 852,000 568,000 3 Cable tray toofoer 30.00 m' 475,200 316,800 14,256,000 9,504,000

15,960,000 10,640,000 XIV Instalasi Kabel Data Komputer & Telepon

XIVA Instalasi Lantai Dasar1 Instalasi kabel data 6.00 ttk 247,500 165,000 1,485,000 990,000 2 Outlet data 6.00 bh 73,200 48,800 439,200 292,800 3 Instalasi kabel Telepon 16.00 ttk 1,035,000 690,000 16,560,000 11,040,000 4 Outlet telepon 16.00 bh 67,500 45,000 1,080,000 720,000

19,564,200 13,042,800 XIVB Instalasi Lantai Atas

1 Instalasi kabel data 14.00 ttk 247,500 165,000 3,465,000 2,310,000 2 Outlet data 14.00 bh 73,200 48,800 1,024,800 683,200 3 Instalasi kabel Telepon 15.00 ttk 1,035,000 690,000 15,525,000 10,350,000 4 Outlet telepon 15.00 bh 67,500 45,000 1,012,500 675,000

21,027,300 14,018,200 XV Instalasi Penangkal Petir1 Penangkal petir, Protector Type PLC 6 12.00 ttk 78,936 52,624 947,232 631,488 2 Tiang sparing protector lengkap accessori 12.00 set 30,000 20,000 360,000 240,000 3 Grounding BC 70 mm s/d max 2 ohm 141.67 m' 9,000 6,000 1,275,030 850,020 4 Pipa PVC AW 1" berikut klem 141.67 m' 37,620 25,080 5,329,625 3,553,084 5 Bak kontrol terminal penangkal petir 4.00 bh 180,000 120,000 720,000 480,000 6 Pipa besi d1" galvanis berikut Ujung splite 80.00 m' 58,067 38,711 4,645,344 3,096,896 7 Ujung spliter petir PLC 6 4.00 bh 78,936 52,624 315,744 210,496

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8 Fitting - fitting dan alat bantu 1.00 Ls 195,514 120,000 195,514 120,000 13,788,489 9,181,984

XVI Instalasi Sound SystemXVIA Instalasi Lantai Dasar

1 Instalasi titik speaker + volume kontrol 11.00 ttk 27,000 18,000 297,000 198,000 2 Cable NYMHY ke terminal box 220.00 m 5,400 3,600 1,188,000 792,000 3 Ceiling speaker 9.00 bh 900,000 600,000 8,100,000 5,400,000

9,585,000 6,390,000 XVIB Instalasi Lantai Atas

1 Instalasi titik speaker + volume kontrol 16.00 ttk 27,000 18,000 432,000 288,000 2 Cable NYMHY ke terminal box 185.00 m 5,400 3,600 999,000 666,000 2 Ceiling speaker 13.00 bh 900,000 600,000 11,700,000 7,800,000

13,131,000 8,754,000 XVII Plumbing/ Mekanikal

XVIIALantai DasarXVIIAAAir bersih

1 PVC dia 1 1/2" 80.00 m 40,170 32,136 3,213,600 2,570,880 2 PVC dia 1" 108.00 m 37,620 30,096 4,062,960 3,250,368 3 PVC dia 3/4" 124.00 m 36,420 29,136 4,516,080 3,612,864 4 Bak kontrol 2.00 bh 180,000 144,000 360,000 288,000 5 Fitting & asesoris 1.00 ls 900,000 720,000 900,000 720,000

13,052,640 10,442,112 XVIIABAir kotor

1 PVC dia 4" 80.00 m 76,770 61,416 6,141,600 4,913,280 2 PVC dia 3" 148.00 m 62,970 50,376 9,319,560 7,455,648 3 PVC dia 2" 76.00 m 49,020 39,216 3,725,520 2,980,416 4 PVC dia 1 1/2" 20.00 m 40,170 32,136 803,400 642,720 5 Bak kontrol 4.00 bh 180,000 144,000 720,000 576,000 6 Fitting & asesoris 1.00 ls 900,000 720,000 900,000 720,000

21,610,080 17,288,064 XVIIACSanitair

1 Kloset jongkok 8.00 bh 191,400 153,120 1,531,200 1,224,960 2 Urinoir 6.00 bh 1,455,360 1,164,288 8,732,160 6,985,728 3 Washtavel 12.00 bh 839,400 671,520 10,072,800 8,058,240 4 Bak fiber 8.00 bh 510,000 408,000 4,080,000 3,264,000 5 Kran tembok 8.00 bh 138,600 110,880 1,108,800 887,040 6 Floor drain 12.00 bh 231,000 184,800 2,772,000 2,217,600 7 Fitting & asesoris 1.00 ls 600,000 480,000 600,000 480,000

28,896,960 23,117,568 XVIIBLantai Atas

XVIIBAAir bersih1 PVC dia 1 1/2" 20.00 m 40,170 32,136 803,400 642,720 2 PVC dia 1" 40.00 m 37,620 30,096 1,504,800 1,203,840 3 PVC dia 3/4" 92.00 m 36,420 29,136 3,350,640 2,680,512 4 Fitting & asesoris 1.00 ls 600,000 480,000 600,000 480,000

6,258,840 5,007,072 XVIIBBAir kotor

1 PVC dia 4" 20.00 m 76,770 61,416 1,535,400 1,228,320 2 PVC dia 3" 72.00 m 62,970 50,376 4,533,840 3,627,072 3 PVC dia 2" 40.00 m 49,020 39,216 1,960,800 1,568,640 4 PVC dia 1 1/2" 12.00 m 40,170 32,136 482,040 385,632 5 Fitting & asesoris 1.00 ls 600,000 480,000 600,000 480,000

9,112,080 7,289,664

Page 71: RAB Gedung

XVIIBCSanitair1 Kloset jongkok 8.00 bh 191,400 153,120 1,531,200 1,224,960 2 Urinoir 6.00 bh 1,455,360 1,164,288 8,732,160 6,985,728 3 Washtavel 6.00 bh 839,400 671,520 5,036,400 4,029,120 4 Bak fiber 8.00 bh 510,000 408,000 4,080,000 3,264,000 5 Kran tembok 8.00 bh 138,600 110,880 1,108,800 887,040 6 Floor drain 12.00 bh 231,000 184,800 2,772,000 2,217,600 7 Fitting & asesoris 1.00 ls 600,000 480,000 600,000 480,000

23,860,560 19,088,448

I JUMLAH 5,549,991,511 4,439,993,209 II PPN 10 % 554,999,151 III JUMLAH I + II 6,104,990,662 IV DIBULATKAN 6,104,990,000 V TERBILANG EMPAT MILIAR LIMA RATUS DELAPAN PULUH JUTA ENAM PULUH RIBU RUPIAH

Page 72: RAB Gedung

3,172,608,000 ### 2,884,189,091 5,549,991,511 6,104,990,662 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

Page 73: RAB Gedung

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 - 4,580,062,500

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 - 4,580,062,500

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

Page 74: RAB Gedung

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500

- 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 157,000 5,549,991,511 6,104,990,662 4,580,062,500 210,000 5,549,991,511 6,104,990,662 4,580,062,500 575,000 5,549,991,511 6,104,990,662 4,580,062,500 217,000 5,549,991,511 6,104,990,662 4,580,062,500 292,500 5,549,991,511 6,104,990,662 4,580,062,500 46,000

Page 75: RAB Gedung

5,549,991,511 6,104,990,662 4,580,062,500 37,000 5,549,991,511 6,104,990,662 4,580,062,500 46,000 5,549,991,511 6,104,990,662 4,580,062,500 86,000

1,825,000 5,549,991,511 6,104,990,662 4,580,062,500 3,025,000 5,549,991,511 6,104,990,662 4,580,062,500 2,125,000 5,549,991,511 6,104,990,662 4,580,062,500 195,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 157,000 5,549,991,511 6,104,990,662 4,580,062,500 210,000 5,549,991,511 6,104,990,662 4,580,062,500 575,000 5,549,991,511 6,104,990,662 4,580,062,500 217,000 5,549,991,511 6,104,990,662 4,580,062,500 292,500 5,549,991,511 6,104,990,662 4,580,062,500 46,000 5,549,991,511 6,104,990,662 4,580,062,500 37,000 5,549,991,511 6,104,990,662 4,580,062,500 46,000 5,549,991,511 6,104,990,662 4,580,062,500 3,025,000 5,549,991,511 6,104,990,662 4,580,062,500 2,125,000 5,549,991,511 6,104,990,662 4,580,062,500 195,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 232,700 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 142,000 5,549,991,511 6,104,990,662 4,580,062,500 396,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 206,250 5,549,991,511 6,104,990,662 4,580,062,500 61,000 5,549,991,511 6,104,990,662 4,580,062,500 862,500 5,549,991,511 6,104,990,662 4,580,062,500 56,250 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 206,250 5,549,991,511 6,104,990,662 4,580,062,500 61,000 5,549,991,511 6,104,990,662 4,580,062,500 862,500 5,549,991,511 6,104,990,662 4,580,062,500 56,250 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 65,780 5,549,991,511 6,104,990,662 4,580,062,500 25,000 5,549,991,511 6,104,990,662 4,580,062,500 7,500 5,549,991,511 6,104,990,662 4,580,062,500 31,350 5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 48,389 5,549,991,511 6,104,990,662 4,580,062,500 65,780

Page 76: RAB Gedung

5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 22,500 5,549,991,511 6,104,990,662 4,580,062,500 4,500 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 22,500 5,549,991,511 6,104,990,662 4,580,062,500 4,500 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 31,350 5,549,991,511 6,104,990,662 4,580,062,500 30,350 5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 63,975 5,549,991,511 6,104,990,662 4,580,062,500 52,475 5,549,991,511 6,104,990,662 4,580,062,500 40,850 5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 150,000 5,549,991,511 6,104,990,662 4,580,062,500 750,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 159,500 5,549,991,511 6,104,990,662 4,580,062,500 1,212,800 5,549,991,511 6,104,990,662 4,580,062,500 699,500 5,549,991,511 6,104,990,662 4,580,062,500 425,000 5,549,991,511 6,104,990,662 4,580,062,500 115,500 5,549,991,511 6,104,990,662 4,580,062,500 192,500 5,549,991,511 6,104,990,662 4,580,062,500 500,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 31,350 5,549,991,511 6,104,990,662 4,580,062,500 30,350 5,549,991,511 6,104,990,662 4,580,062,500 500,000 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 63,975 5,549,991,511 6,104,990,662 4,580,062,500 52,475 5,549,991,511 6,104,990,662 4,580,062,500 40,850 5,549,991,511 6,104,990,662 4,580,062,500 33,475 5,549,991,511 6,104,990,662 4,580,062,500 500,000 5,549,991,511 6,104,990,662 4,580,062,500

Page 77: RAB Gedung

5,549,991,511 6,104,990,662 4,580,062,500 5,549,991,511 6,104,990,662 4,580,062,500 159,500 5,549,991,511 6,104,990,662 4,580,062,500 1,212,800 5,549,991,511 6,104,990,662 4,580,062,500 699,500 5,549,991,511 6,104,990,662 4,580,062,500 425,000 5,549,991,511 6,104,990,662 4,580,062,500 115,500 5,549,991,511 6,104,990,662 4,580,062,500 192,500 5,549,991,511 6,104,990,662 4,580,062,500 500,000

Page 78: RAB Gedung

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN TAHAP AWAL RSUD PANDEGLANG

No. URAIAN PEKERJAAN JUMLAH

A PEKERJAAN PEMBENTUKAN LAHAN 94,710,570

B PERKERJAAN PEMBANGUNAN GEDUNG RSUDI Pekerjaan Persiapan 67,735,780

II Pekerjaan Tanah dan Pasir 52,088,672

III Pekerjaan Pondasi 307,377,992

IV Pekerjaan BetonIVA Pekerjaan Beton Lantai Dasar 312,591,055 IVB Pekerjaan Beton Lantai 2 923,005,775 IVC Pekerjaan Bekisting Multipleks 2 kali pakai per m3 beton 639,696,101

V Pekerjaan DindingVA Pekerjaan Dinding Lantai Dasar 289,211,080 VB Pekerjaan Dinding Lantai 2 266,559,840

VI Pekerjaan Partisi 213,632,640

VII Pekerjaan Kusen Pintu & Jendela 492,147,129

VIII Pekerjaan Atap 470,040,598

IX Pekerjaan Langit-langit + Rangka 358,053,464

X Pekerjaan LantaiXA Pekerjaan Lantai Dasar 148,508,065 XB Pekerjaan Lantai 2 100,941,552

XI Pekerjaan Gantungan/ Pengunci & Engsel 76,370,000

XII Pekerjaan Pengecatan 271,541,009

XIII Instalasi PeneranganXIIIA Instalasi Lantai Dasar 136,288,800 XIIIB Instalasi Lantai Atas 133,024,200 XIIIC Kabel Daya

XIIICA Pemasangan Kabel Feeder dari meteran ke Panel 620,040 XIIICB Pemasangan Kabel Toofoer ke LT - 2 15,960,000

XIV Instalasi Kabel Data Komputer & TeleponXIVA Instalasi Lantai Dasar 19,564,200

Page 79: RAB Gedung

XIVB Instalasi Lantai Atas 21,027,300

XV Instalasi Penangkal Petir 13,788,489

XVI Instalasi Sound SystemXVIA Instalasi Lantai Dasar 9,585,000 XVIB Instalasi Lantai Atas 13,131,000

XVII Plumbing/ MekanikalXVIIA Lantai Dasar

XVIIAA Air bersih 13,052,640 XVIIAB Air kotor 21,610,080 XVIIAC Sanitair 28,896,960 XVIIB Lantai Atas

XVIIBA Air bersih 6,258,840 XVIIBB Air kotor 9,112,080 XVIIBC Sanitair 23,860,560

I JUMLAH 5,549,991,511 II PPN 10 % 554,999,151 III JUMLAH I + II 6,104,990,662 IV DIBULATKAN 6,104,990,000 V TERBILANG EMPAT MILIAR LIMA RATUS DELAPAN PULUH JUTA ENAM PULUH RIBU RUPIAH

Page 80: RAB Gedung

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB)PEMBANGUNAN TAHAP AWAL RSUD PANDEGLANG

No. URAIAN PEKERJAAN JUMLAH

A PEKERJAAN PEMBENTUKAN LAHAN 94,710,570

B PERKERJAAN PEMBANGUNAN GEDUNG RSUDI Pekerjaan Persiapan 67,735,780

II Pekerjaan Tanah dan Pasir 52,088,672

III Pekerjaan Pondasi 307,377,992

IV Pekerjaan Beton 1,875,292,931

V Pekerjaan Dinding 555,770,920

VI Pekerjaan Partisi 213,632,640

VII Pekerjaan Kusen Pintu & Jendela 492,147,129

VIII Pekerjaan Atap 470,040,598

IX Pekerjaan Langit-langit + Rangka 358,053,464

X Pekerjaan Lantai 249,449,617

XI Pekerjaan Gantungan/ Pengunci & Engsel 76,370,000

XII Pekerjaan Pengecatan 271,541,009

XIII Instalasi Penerangan 285,893,040

XIV Instalasi Kabel Data Komputer & Telepon 40,591,500

XV Instalasi Penangkal Petir 13,788,489

XVI Instalasi Sound System 22,716,000

XVII Plumbing/ Mekanikal 102,791,160

I JUMLAH 5,549,991,511 II PPN 10 % 554,999,151 III JUMLAH I + II 6,104,990,662 IV DIBULATKAN 6,104,990,000 V TERBILANG EMPAT MILIAR LIMA RATUS DELAPAN PULUH JUTA ENAM PULUH RIBU RUPIAH