Analisa 2008 Update

Pembangunan Gedung Satpol PP Kecamatan Meuraxa

DAFTAR ANALISA HARGA SATUAN

SNI 03-2835-2002 - 1 - d1 m Pengukuran dan pemasangan bouwplank

0.0120 Kayu 5/7 @Rp 2,800,000.00 Rp 33,600.00 0.0200 Kg Paku biasa 2" - 5" @Rp 18,000.00 Rp 360.00

0.0070 Kayu Papan Bouwplank 3/20 @Rp 2,800,000.00 Rp 19,600.00 0.1000 Oh Tukang Kayu @Rp 75,000.00 Rp 7,500.00 0.1000 Oh Pekerja @Rp 58,500.00 Rp 5,850.00 0.0100 Oh Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0050 Oh Mandor @Rp 68,000.00 Rp 340.00

Jumlah Rp 68,160.00 Dibulatkan Rp 68,160.00

SNI 2835-2008-6.11 M3 Galian Tanah Biasa Sedalam 1 meter

0.7500 OH Pekerja @Rp 58,500.00 Rp 43,875.00 0.0250 OH Mandor @Rp 68,000.00 Rp 1,700.00








SNI 2835-2008-6.91 M3 Urugan Tanah Kembali



SNI 2835-2008-6.41 M3 Pemadatan Tanah



SNI 2835-2008-6.111 M3 Mengurug Pasir Urug

1.2000 M3 Pasir Urug @Rp 150,000.00 Rp 180,000.00 0.3000 OH Pekerja @Rp 58,500.00 Rp 17,550.00 0.0100 OH Mandor @Rp 68,000.00 Rp 680.00


SNI 2835-2008-6.101 M3 Mengurug Tanah Timbun

1.2000 M3 Tanah Timbun @Rp 55,000.00 Rp 66,000.00 0.3000 OH Pekerja @Rp 58,500.00 Rp 17,550.00 0.0100 OH Mandor @Rp 68,000.00 Rp 680.00


M3

M3


SNI. 2836-2008-6.91 M3 Pasangan Batu Kosong (Aanstamping)

1.2000 M3 Batu Kali @Rp 140,000.00 Rp 168,000.00 0.4320 M3 Pasir Urug @Rp 150,000.00 Rp 64,800.00 0.7800 OH Pekerja @Rp 58,500.00 Rp 45,630.00 0.3900 OH Tukang @Rp 75,000.00 Rp 29,250.00 0.0390 OH Kepala Tukang @Rp 91,000.00 Rp 3,549.00 0.0390 OH Mandor @Rp 68,000.00 Rp 2,652.00


SNI. 2836-2008-6.21 M3 Pasangan Batu Belah 1 PC : 4 PS

1.2000 M3 Batu Belah 15 Cm/20 cm @Rp 140,000.00 Rp 168,000.00 0.5200 M3 Pasir Beton @Rp 150,000.00 Rp 78,000.00

163.0000 Kg Semen Portland @Rp 1,225.00 Rp 199,675.00 1.5000 OH Pekerja @Rp 58,500.00 Rp 87,750.00 0.7500 OH Tukang @Rp 75,000.00 Rp 56,250.00 0.0750 OH Kepala Tukang @Rp 91,000.00 Rp 6,825.00 0.0750 OH Mandor @Rp 68,000.00 Rp 5,100.00


SNI. 2836-2008-6.101 M3 Pondasi Beton Cyclopen 1 : 2 : 3 + 40% Batu Belah

0.3120 M3 Pasir Beton @Rp 150,000.00 Rp 46,800.00 0.4800 M3 Batu Belah 15/20 cm @Rp 140,000.00 Rp 67,200.00 0.4680 M3 Kerikil Beton @Rp 150,000.00 Rp 70,200.00

194.0000 Kg Semen Portland @Rp 1,225.00 Rp 237,650.00 3.0000 OH Pekerja @Rp 58,500.00 Rp 175,500.00 0.8500 OH Tukang @Rp 75,000.00 Rp 63,750.00 0.0850 OH Kepala Tukang @Rp 91,000.00 Rp 7,735.00 0.1500 OH Mandor @Rp 68,000.00 Rp 10,200.00


SNI .7394-2008-6.11 M3 Beton Mutu f'c = 7,4 Mpa (K100), Slump (12 ± 2 ) cm, w/c = 0,87

869.0000 Kg Pasir Beton @Rp 107.14 Rp 93,107.14 999.0000 Kg Kerikil Beton @Rp 111.11 Rp 111,000.00 247.0000 Kg Semen Portland @Rp 1,225.00 Rp 302,575.00 215.0000 Liter Air @Rp 75.00 Rp 16,125.00

1.6500 OH Pekerja @Rp 58,500.00 Rp 96,525.00 0.2750 OH Tukang @Rp 75,000.00 Rp 20,625.00 0.0280 OH Kepala Tukang @Rp 91,000.00 Rp 2,548.00 0.0830 OH Mandor @Rp 68,000.00 Rp 5,644.00




828.0000 Kg Pasir Beton @Rp 107.14 Rp 88,714.29 1,012.0000 Kg Kerikil Beton @Rp 111.11 Rp 112,444.44

276.0000 Kg Semen Portland @Rp 1,225.00 Rp 338,100.00 215.0000 Liter Air @Rp 75.00 Rp 16,125.00



SNI .7394-2008-6.41 M3 Lantai Kerja Beton Mutu f'c = 7,4 Mpa (K100), Slump (3-6 ) cm, w/c = 0,87

893.0000 Kg Pasir Beton @Rp 107.14 Rp 95,678.57 1,027.0000 Kg Kerikil Beton @Rp 111.11 Rp 114,111.11





760.0000 Kg Pasir Beton @Rp 107.14 Rp 81,428.57 1,029.0000 Kg Kerikil Beton (Maximum 30 mm) @Rp 111.11 Rp 114,333.33




SNI .7394-2008-6.61 M3 Beton Bertulang f'c = 16.9 Mpa (K 200), Slump (12 ± 2) Cm, w/c = 0,61
















SNI .7394-2008-6.171 Kg Besi Polos

1.0500 Kg Besi Beton Polos @Rp 11,000.00 Rp 11,550.00 0.0150 Lbr Kawat Beton @Rp 15,000.00 Rp 225.00 0.0070 OH Pekerja @Rp 58,500.00 Rp 409.50 0.0070 OH Tukang (Kayu/Besi/Batu) @Rp 75,000.00 Rp 525.00 0.0007 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 63.70 0.0004 OH Mandor @Rp 68,000.00 Rp 27.20


SNI .7394-2008-6.201 M2 Bekisting untuk Pondasi

0.0400 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 160,000.00 0.3000 Kg Paku Kayu @Rp 18,000.00 Rp 5,400.00 0.1000 Ltr Minyak Bekisting/Oil @Rp 5,000.00 Rp 500.00 0.5200 OH Pekerja @Rp 58,500.00 Rp 30,420.00 0.2600 OH Tukang (Kayu/Besi/Batu) @Rp 75,000.00 Rp 19,500.00 0.0260 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 2,366.00 0.0260 OH Mandor @Rp 68,000.00 Rp 1,768.00

Jumlah Rp 219,954.00 Digunakan 2 Kali Pakai Rp 109,977.00 Dibulatkan Rp 109,977.00

SNI .7394-2008-6.211 M2 Bekisting untuk Sloof

0.0450 M3 Kayu Kelas III @Rp 4,000,000.00 Rp 180,000.00 0.3000 Kg Paku Biasa @Rp 18,000.00 Rp 5,400.00 0.1000 Liter Minyak Bekisting @Rp 5,000.00 Rp 500.00 0.5200 OH Pekerja @Rp 58,500.00 Rp 30,420.00 0.2600 OH Tukang @Rp 75,000.00 Rp 19,500.00 0.0260 OH Kepala Tukang @Rp 91,000.00 Rp 2,366.00 0.0050 OH Mandor @Rp 68,000.00 Rp 340.00



SNI .7394-2008-6.221 M2 Bekisting untuk Kolom

0.0400 M3 Kayu Kelas III @Rp 4,000,000.00 Rp 160,000.00 0.4000 Kg Paku Biasa @Rp 18,000.00 Rp 7,200.00 0.2000 Liter Minyak Bekisting @Rp 5,000.00 Rp 1,000.00 0.0150 M3 Balok Kayu Kelas III @Rp 4,000,000.00 Rp 60,000.00 2.0000 Lembar Plywood Tebal 9 mm @Rp 174,200.00 Rp 348,400.00 0.3500 Batang Dolken Kayu Ǿ 8 - 10, 4 M @Rp 40,000.00 Rp 14,000.00 0.6600 OH Pekerja @Rp 58,500.00 Rp 38,610.00 0.3300 OH Tukang @Rp 75,000.00 Rp 24,750.00 0.0330 OH Kepala Tukang @Rp 91,000.00 Rp 3,003.00 0.0330 OH Mandor @Rp 68,000.00 Rp 2,244.00


SNI .7394-2008-6.231 M2 Bekisting untuk Balok

0.0400 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 160,000.00 0.4000 Kg Paku Kayu @Rp 18,000.00 Rp 7,200.00 0.2000 Ltr Minyak Bekisting/Oil @Rp 5,000.00 Rp 1,000.00 0.0180 M3 Kayu Kelas II (Kamper/Kruing/dll) @Rp 4,500,000.00 Rp 81,000.00 4.0000 Btg Kayu Peracah @Rp 10,000.00 Rp 40,000.00 0.3500 Lbr Plywood 9 Mm @Rp 174,200.00 Rp 60,970.00 0.6600 OH Pekerja @Rp 58,500.00 Rp 38,610.00 0.3300 OH Tukang (Kayu/Besi/Batu) @Rp 75,000.00 Rp 24,750.00 0.0330 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 3,003.00 0.0330 OH Mandor Jumlah 68,000.00 Rp 416,533.00

Digunakan 2 Kali Pakai Rp 208,266.50 Dibulatkan Rp 208,266.50

SNI .7394-2008-6.241 M2 Bekisting untuk Lantai

0.0400 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 160,000.00 0.4000 Kg Paku Kayu @Rp 18,000.00 Rp 7,200.00 0.2000 Ltr Minyak Bekisting/Oil @Rp 5,000.00 Rp 1,000.00 0.0150 M3 Kayu Kelas II (Kamper/Kruing/dll) @Rp 4,500,000.00 Rp 67,500.00 6.0000 Btg Kayu Peracah @Rp 10,000.00 Rp 60,000.00 0.3500 Lbr Plywood 9 Mm @Rp 174,200.00 Rp 60,970.00 0.6600 OH Pekerja @Rp 58,500.00 Rp 38,610.00 0.3300 OH Tukang (Kayu/Besi/Batu) @Rp 75,000.00 Rp 24,750.00 0.0330 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 3,003.00 0.0330 OH Mandor @Rp 68,000.00 Rp 2,244.00



SNI .7394-2008-6.261 M2 Bekisting untuk Tangga

0.0300 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 120,000.00 0.4000 Kg Paku Kayu @Rp 18,000.00 Rp 7,200.00 0.1500 Ltr Minyak Bekisting/Oil @Rp 5,000.00 Rp 750.00 0.0150 M3 Kayu Kelas II (Kamper/Kruing/dll) @Rp 4,500,000.00 Rp 67,500.00 6.0000 Btg Kayu Peracah @Rp 10,000.00 Rp 60,000.00 0.3500 Lbr Plywood 9 Mm @Rp 174,200.00 Rp 60,970.00 0.6600 OH Pekerja @Rp 58,500.00 Rp 38,610.00 0.3300 OH Tukang (Kayu/Besi/Batu) @Rp 75,000.00 Rp 24,750.00 0.0330 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 3,003.00 0.0330 OH Mandor @Rp 68,000.00 Rp 2,244.00


Pekerjaan Lain-lainMembongkar dan Menyiram Beton

1.0000 OH Pekerja @Rp 58,500.00 Rp 58,500.00 Jumlah Rp 58,500.00

SNI .7394-2008-6.281 M3 Pondasi Beton Bertulang (150 kg besi+ Bekisting)

0.2000 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 800,000.00 1.5000 Kg Paku Kayu 5-12 CM @Rp 18,000.00 Rp 27,000.00 0.4000 Ltr Minyak Bekisting/Oil @Rp 5,000.00 Rp 2,000.00

157.5000 Kg Besi Beton Polos @Rp 11,000.00 Rp 1,732,500.00 2.2500 Kg Kawat Beton @Rp 15,000.00 Rp 33,750.00

335.0000 Kg PC @Rp 1,225.00 Rp 410,375.00 0.5400 M3 PB @Rp 150,000.00 Rp 81,000.00 0.8100 M3 KR @Rp 150,000.00 Rp 121,500.00 5.3000 OH Pekerja @Rp 58,500.00 Rp 310,050.00 1.3000 OH Tukang Kayu @Rp 75,000.00 Rp 97,500.00 1.0500 OH Tukang Besi @Rp 75,000.00 Rp 78,750.00 0.2750 OH Tukang Batu @Rp 75,000.00 Rp 20,625.00 0.2620 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 23,842.00 0.2650 OH Mandor @Rp 68,000.00 Rp 18,020.00

Jumlah Rp 3,756,912.00 Dibulatkan Rp 3,756,912.00


SNI .7394-2008-6.291 M3 Sloof Beton Bertulang (200 kg besi+ Bekisting)

0.2700 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 1,080,000.00 2.0000 Kg Paku Kayu 5-12 CM @Rp 18,000.00 Rp 36,000.00 0.6000 Ltr Minyak Bekisting/Oil @Rp 5,000.00 Rp 3,000.00


335.0000 Kg PC @Rp 1,225.00 Rp 410,375.00 0.5400 M3 PB @Rp 150,000.00 Rp 81,000.00 0.8100 M3 KR @Rp 150,000.00 Rp 121,500.00 5.6500 OH Pekerja @Rp 58,500.00 Rp 330,525.00 1.5600 OH Tukang Kayu @Rp 75,000.00 Rp 117,000.00 1.4000 OH Tukang Besi @Rp 75,000.00 Rp 105,000.00 0.2750 OH Tukang Batu @Rp 75,000.00 Rp 20,625.00 0.3230 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 29,393.00 0.2830 OH Mandor @Rp 68,000.00 Rp 19,244.00


SNI .7394-2008-6.301 M3 kolom Beton Bertulang (300 kg besi+ Bekisting)



335.0000 Kg PC @Rp 1,225.00 Rp 410,375.00 0.5400 M3 PB @Rp 150,000.00 Rp 81,000.00 0.8100 M3 KR @Rp 150,000.00 Rp 121,500.00 0.1500 M3 Kayu Klas II Balok @Rp 4,500,000.00 Rp 675,000.00 3.5000 lbr Plywood 9mm @Rp 174,200.00 Rp 609,700.00

20.0000 btg dolken kayu @Rp 40,000.00 Rp 800,000.00 7.0500 OH Pekerja @Rp 58,500.00 Rp 412,425.00 1.6500 OH Tukang Kayu @Rp 75,000.00 Rp 123,750.00 2.1000 OH Tukang Besi @Rp 75,000.00 Rp 157,500.00 0.2750 OH Tukang Batu @Rp 75,000.00 Rp 20,625.00 0.4030 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 36,673.00 0.3530 OH Mandor @Rp 68,000.00 Rp 24,004.00


SNI .7394-2008-6.311 M3 Balok Beton Bertulang (200 kg besi+ Bekisting)



336.0000 Kg PC @Rp 1,225.00 Rp 411,600.00 0.5400 M3 PB @Rp 150,000.00 Rp 81,000.00 0.1400 M3 KR @Rp 150,000.00 Rp 21,000.00 0.1500 M3 Kayu Klas II Balok @Rp 4,500,000.00 Rp 675,000.00 2.8000 lbr Plywood 9 mm @Rp 174,200.00 Rp 487,760.00




SNI .7394-2008-6.321 M3 Plat Beton Bertulang (150 kg besi+ Bekisting)




32.0000 btg dolken kayu @Rp 40,000.00 Rp 1,280,000.00 5.3000 OH Pekerja @Rp 58,500.00 Rp 310,050.00 1.3000 OH Tukang Kayu @Rp 75,000.00 Rp 97,500.00 1.0500 OH Tukang Besi @Rp 75,000.00 Rp 78,750.00 0.2750 OH Tukang Batu @Rp 75,000.00 Rp 20,625.00 0.2650 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 24,115.00 0.2650 OH Mandor @Rp 68,000.00 Rp 18,020.00


SNI .7394-2008-6.331 M3 Dinding Beton Bertulang (150 kg besi+ Bekisting)

0.2400 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 960,000.00 3.2000 Kg Paku Kayu 5-12 CM @Rp 18,000.00 Rp 57,600.00 1.6000 Ltr Minyak Bekisting/Oil @Rp 5,000.00 Rp 8,000.00






SNI .7394-2008-6.341 M3 Dinding Beton Bertulang (200 kg besi+ Bekisting)






SNI .7394-2008-6.351 M' Kolom Praktis Beton Bertulang (11 x 11)cm

0.0020 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 8,000.00 0.0100 Kg Paku Kayu 5-12 CM @Rp 18,000.00 Rp 180.00 3.0000 Kg Besi Beton Polos @Rp 11,000.00 Rp 33,000.00 0.0450 Kg Kawat Beton @Rp 15,000.00 Rp 675.00 4.0000 Kg PC @Rp 1,225.00 Rp 4,900.00 0.0060 M3 PB @Rp 150,000.00 Rp 900.00 0.0090 M3 KR @Rp 150,000.00 Rp 1,350.00 0.1800 OH Pekerja @Rp 58,500.00 Rp 10,530.00 0.0200 OH Tukang Kayu @Rp 75,000.00 Rp 1,500.00 0.0200 OH Tukang Besi @Rp 75,000.00 Rp 1,500.00 0.0200 OH Tukang Batu @Rp 75,000.00 Rp 1,500.00 0.0060 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 546.00 0.0090 OH Mandor @Rp 68,000.00 Rp 612.00


SNI .7394-2008-6.361 M' Ring Balok Beton Bertulang (10 x 15)cm

0.0030 M3 Kayu Klas III (Borneo/dll) @Rp 4,000,000.00 Rp 12,000.00 0.0200 Kg Paku Kayu 5-12 CM @Rp 18,000.00 Rp 360.00 3.6000 Kg Besi Beton Polos @Rp 11,000.00 Rp 39,600.00 0.0500 Kg Kawat Beton @Rp 15,000.00 Rp 750.00 5.5000 Kg PC @Rp 1,225.00 Rp 6,737.50 0.0090 M3 PB @Rp 150,000.00 Rp 1,350.00 0.0150 M3 KR @Rp 150,000.00 Rp 2,250.00 0.2970 OH Pekerja @Rp 58,500.00 Rp 17,374.50 0.0330 OH Tukang Kayu @Rp 75,000.00 Rp 2,475.00 0.0330 OH Tukang Besi @Rp 75,000.00 Rp 2,475.00 0.0330 OH Tukang Batu @Rp 75,000.00 Rp 2,475.00 0.0100 OH Kepala Tukang (Kayu/Besi/Batu) @Rp 91,000.00 Rp 910.00 0.0150 OH Mandor @Rp 68,000.00 Rp 1,020.00



SNI 6897-2008.671 M2 Pasangan Bata Merah Tebal 1/2 Bata Adukan 1PC : 2 PP

0.0380 M3 Pasir Beton @Rp 150,000.00 Rp 5,700.00 70.0000 Buah Batu Bata @Rp 700.00 Rp 49,000.00 18.9500 Kg Semen Portland @Rp 1,225.00 Rp 23,213.75 0.3000 OH Pekerja @Rp 58,500.00 Rp 17,550.00 0.1000 OH Tukang @Rp 75,000.00 Rp 7,500.00 0.0100 OH Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0150 OH Mandor @Rp 68,000.00 Rp 1,020.00


SNI 6897-2008.691 M2 Pasangan Bata Merah Tebal 1/2 Bata Adukan 1PC : 4 PP

0.0430 M3 Pasir Beton @Rp 150,000.00 Rp 6,450.00 70.0000 Buah Batu Bata @Rp 700.00 Rp 49,000.00 11.5000 Kg Semen Portland @Rp 1,225.00 Rp 14,087.50 0.3000 OH Pekerja @Rp 58,500.00 Rp 17,550.00 0.1000 OH Tukang @Rp 75,000.00 Rp 7,500.00 0.0100 OH Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0150 OH Mandor @Rp 68,000.00 Rp 1,020.00


SNI 2837-2008-6.21 M2 Plesteran 1 PC : 2 PP : Tebal 15 mm

0.0200 M3 Pasir Beton @Rp 150,000.00 Rp 3,000.00 10.2240 Kg Semen Portland @Rp 1,225.00 Rp 12,524.40 0.3000 OH Pekerja @Rp 58,500.00 Rp 17,550.00 0.1500 OH Tukang @Rp 75,000.00 Rp 11,250.00 0.0150 OH Kepala Tukang @Rp 91,000.00 Rp 1,365.00 0.0150 OH Mandor @Rp 68,000.00 Rp 1,020.00









SNI 2837-2008-6.261 M2 Finishing Siar Pasangan Batu Kali 1 PC : 2PP



SNI 2837-2008-6.271 M2 Acian

3.2500 Kg Semen Portland @Rp 1,225.00 Rp 3,981.25 0.2000 OH Pekerja @Rp 58,500.00 Rp 11,700.00 0.1000 OH Tukang @Rp 75,000.00 Rp 7,500.00 0.0100 OH Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0100 OH Mandor @Rp 68,000.00 Rp 680.00


SNI 3434-2008-6.20Memasang 1 M2 Rangka Langit-langit Uk. 60 x 60 cm

0.0163 M3 Kaso - Kaso / Kayu Klas II @Rp 4,500,000.00 Rp 73,350.00 0.2500 Kg Paku Biasa @Rp 18,000.00 Rp 4,500.00 0.2000 OH Pekerja @Rp 58,500.00 Rp 11,700.00 0.3000 OH Tukang @Rp 75,000.00 Rp 22,500.00 0.0300 OH Kepala Tukang @Rp 91,000.00 Rp 2,730.00 0.0100 OH Mandor @Rp 68,000.00 Rp 680.00



SNI 3434-2008-6.20Memasang 1 M' Lisplank Papan Ukuran 3/20 cm, kayu Klas II

0.0108 M3 Papan Kayu Klas II @Rp 4,500,000.00 Rp 48,600.00 0.1000 Kg Paku Biasa @Rp 18,000.00 Rp 1,800.00 0.1000 OH Pekerja @Rp 58,500.00 Rp 5,850.00 0.2000 OH Tukang @Rp 75,000.00 Rp 15,000.00 0.0200 OH Kepala Tukang @Rp 91,000.00 Rp 1,820.00 0.0050 OH Mandor @Rp 68,000.00 Rp 340.00


SNI 7395-2008-6.36Memasang 1 M' Lantai Keramik Ukuran 20 x 20 cm

0.0450 M3 Pasir Beton @Rp 150,000.00 Rp 6,750.00 26.5000 Buah Keramik 20 x 20 cm @Rp 1,773.58 Rp 47,000.00 10.4000 Kg Semen Portland @Rp 1,225.00 Rp 12,740.00 1.6200 Kg Semen Warna @Rp 2,600.00 Rp 4,212.00 0.6200 OH Pekerja @Rp 58,500.00 Rp 36,270.00 0.3500 OH Tukang @Rp 75,000.00 Rp 26,250.00 0.0350 OH Kepala Tukang @Rp 91,000.00 Rp 3,185.00 0.0300 OH Mandor @Rp 68,000.00 Rp 2,040.00


SNI 7395-2008-6.35Memasang 1 M2 Lantai Keramik Ukuran 30 x 30 cm

0.0450 M3 Pasir Beton @Rp 150,000.00 Rp 6,750.00 11.8700 Buah Keramik 30 x 30 Cm @Rp 5,644.48 Rp 67,000.00 10.0000 Kg Semen Portland @Rp 1,225.00 Rp 12,250.00 1.5000 Kg Semen Warna @Rp 2,600.00 Rp 3,900.00 0.7000 OH Pekerja @Rp 58,500.00 Rp 40,950.00 0.3500 OH Tukang @Rp 75,000.00 Rp 26,250.00 0.0350 OH Kepala Tukang @Rp 91,000.00 Rp 3,185.00 0.0350 OH Mandor @Rp 68,000.00 Rp 2,380.00



0.0450 M3 Pasir Beton @Rp 150,000.00 Rp 6,750.00 6.2500 Buah Keramik 40 x 40 Cm @Rp 12,480.00 Rp 78,000.00

10.0000 Kg Semen Portland @Rp 1,225.00 Rp 12,250.00 1.5000 Kg Semen Warna @Rp 2,600.00 Rp 3,900.00 0.6200 OH Pekerja @Rp 58,500.00 Rp 36,270.00 0.3500 OH Tukang @Rp 75,000.00 Rp 26,250.00 0.0350 OH Kepala Tukang @Rp 91,000.00 Rp 3,185.00 0.0300 OH Mandor @Rp 68,000.00 Rp 2,040.00




0.0450 M3 Pasir Beton @Rp 150,000.00 Rp 6,750.00 2.7500 Buah Keramik 60 x 60 cm @Rp 72,727.27 Rp 200,000.00

10.0000 Kg Semen Portland @Rp 1,225.00 Rp 12,250.00 1.5000 Kg Semen Warna @Rp 2,600.00 Rp 3,900.00 0.6200 OH Pekerja @Rp 58,500.00 Rp 36,270.00 0.3500 OH Tukang @Rp 75,000.00 Rp 26,250.00 0.0350 OH Kepala Tukang @Rp 91,000.00 Rp 3,185.00 0.0300 OH Mandor @Rp 68,000.00 Rp 2,040.00


SNI 7395-2008-6.54.aMemasang 1 M2 Dinding Keramik Ukuran 20 x 25 cm

0.0180 M3 Pasir Beton @Rp 150,000.00 Rp 2,700.00 20.0000 Buah Keramik 20 x 25 cm @Rp 2,850.00 Rp 57,000.00 9.3000 Kg Semen Portland @Rp 1,225.00 Rp 11,392.50 1.9400 Kg Semen Warna @Rp 2,600.00 Rp 5,044.00 0.6000 OH Pekerja @Rp 58,500.00 Rp 35,100.00 0.4500 OH Tukang @Rp 75,000.00 Rp 33,750.00 0.0450 OH Kepala Tukang @Rp 91,000.00 Rp 4,095.00 0.0300 OH Mandor @Rp 68,000.00 Rp 2,040.00



SNI 7395-2008-6.53.Memasang 1 M2 Dinding Keramik Ukuran 10 x 20 cm

0.0180 M3 Pasir Beton @Rp 150,000.00 Rp 2,700.00 53.0000 Buah Keramik10 x 20 cm @Rp 1,500.00 Rp 79,500.00 9.3000 Kg Semen Portland @Rp 1,225.00 Rp 11,392.50 1.9400 Kg Semen Warna @Rp 2,600.00 Rp 5,044.00 0.9000 OH Pekerja @Rp 58,500.00 Rp 52,650.00 0.4500 OH Tukang @Rp 75,000.00 Rp 33,750.00 0.0450 OH Kepala Tukang @Rp 91,000.00 Rp 4,095.00 0.0450 OH Mandor @Rp 68,000.00 Rp 3,060.00


SNI 7395-2008-6.58Memasang 1 M2 Dinding Batu Tempel Hitam

0.0350 M3 Pasir Beton @Rp 150,000.00 Rp 5,250.00 1.1000 M2 Batu Tempel Hitam @Rp 275,000.00 Rp 302,500.00 11.7500 Kg Semen Portland @Rp 1,225.00 Rp 14,393.75 0.7000 OH Pekerja @Rp 58,500.00 Rp 40,950.00 0.3500 OH Tukang @Rp 75,000.00 Rp 26,250.00 0.0350 OH Kepala Tukang @Rp 91,000.00 Rp 3,185.00 0.0350 OH Mandor @Rp 68,000.00 Rp 2,380.00


SNI 2839-2008-6.101 M' Pasang List Langit-langit Kayu Profil

1.0500 M' List Kayu Profil @Rp 6,200.00 Rp 6,510.00 0.0100 Kg Paku Kayu Biasa @Rp 18,000.00 Rp 180.00 0.0500 OH Pekerja @Rp 58,500.00 Rp 2,925.00 0.0500 OH Tukang @Rp 75,000.00 Rp 3,750.00 0.0050 OH Kepala Tukang @Rp 91,000.00 Rp 455.00 0.0030 OH Mandor @Rp 68,000.00 Rp 204.00


SNI 2839-2008-6.51 M2 Pasang Plafond Plywood 4 mm

0.3750 Lbr Plywood 4 mm @Rp 83,100.00 Rp 31,162.50 0.0300 Kg Paku @Rp 18,000.00 Rp 540.00 0.1000 OH Pekerja @Rp 58,500.00 Rp 5,850.00 0.1000 OH Tukang @Rp 75,000.00 Rp 7,500.00 0.0100 OH Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0050 OH Mandor @Rp 68,000.00 Rp 340.00



SNI DT 91-0014-2008-6.201 M2 Rangka Kuda-kuda untuk Genteng Metal

4.2600 M' Profil Baja @Rp 18,750.00 Rp 79,875.00 4.9300 M' Reng @Rp 19,750.00 Rp 97,367.50 14.0000 Kg Baut Truss @Rp 4,000.00 Rp 56,000.00 11.0000 Lbr Baut Reng @Rp 1,500.00 Rp 16,500.00 0.1400 OH Pekerja @Rp 58,500.00 Rp 8,190.00 0.4000 OH Tukang @Rp 75,000.00 Rp 30,000.00 0.0400 OH Kepala Tukang @Rp 91,000.00 Rp 3,640.00 0.0700 OH Mandor @Rp 68,000.00 Rp 4,760.00


SNI 03-3436-2008-6.11 M2 Atap Genteng Metal 0.30

1.0500 Lbr Genteng Metal 0,30 @Rp 88,400.00 Rp 92,820.00 9.0000 Buah Screw @Rp 1,500.00 Rp 13,500.00 0.2000 OH Pekerja @Rp 58,500.00 Rp 11,700.00 0.1000 OH Tukang @Rp 75,000.00 Rp 7,500.00 0.0100 OH Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0010 OH Mandor @Rp 68,000.00 Rp 68.00


SNI 03-3436-2008-6.21 M' Nok Genteng Metal

1.1000 Lbr Rabung Genteng Metal @Rp 88,400.00 Rp 97,240.00 9.0000 Buah Screw @Rp 1,500.00 Rp 13,500.00 0.2500 OH Pekerja @Rp 58,500.00 Rp 14,625.00 0.1500 OH Tukang @Rp 75,000.00 Rp 11,250.00 0.0150 OH Kepala Tukang @Rp 91,000.00 Rp 1,365.00 0.0130 OH Mandor @Rp 68,000.00 Rp 884.00


PT. T-38-2008-C-B81 M2 Pengecatan Bidang Kayu Baru

0.2000 Kg Cat Meni @Rp 33,800.00 Rp 6,760.00 0.1500 Kg Plamir @Rp 15,000.00 Rp 2,250.00 0.1700 Kg Cat Dasar @Rp 9,800.00 Rp 1,666.00 0.2600 Kg Cat Kayu @Rp 52,000.00 Rp 13,520.00 0.0700 OH Pekerja @Rp 58,500.00 Rp 4,095.00 0.0090 OH Tukang @Rp 75,000.00 Rp 675.00 0.0060 OH Kepala Tukang @Rp 91,000.00 Rp 546.00 0.0025 OH Mandor @Rp 68,000.00 Rp 170.00


PT. T-38-2008-C-B141 M2 Pengecatan Bidang Tembok Baru

0.1000 Kg Plamir @Rp 15,000.00 Rp 1,500.00 0.1000 Kg Cat Dasar @Rp 9,800.00 Rp 980.00 0.2600 Kg Cat Tembok @Rp 52,000.00 Rp 13,520.00 0.0200 OH Pekerja @Rp 58,500.00 Rp 1,170.00 0.0630 OH Tukang @Rp 75,000.00 Rp 4,725.00 0.0063 OH Kepala Tukang @Rp 91,000.00 Rp 573.30 0.0025 OH Mandor @Rp 68,000.00 Rp 170.00


SNI-T-03-1c1 M2 Pasangan Paving Block (Model Cacing) 22.5x11.2x8

39.0000 Bh Paving Block @Rp 1,538.46 Rp 60,000.00 0.2000 M3 Pasir Pasang @Rp 150,000.00 Rp 30,000.00 0.0200 Org Tukang @Rp 75,000.00 Rp 1,500.00 0.2500 Org Pekerja @Rp 58,500.00 Rp 14,625.00 0.0100 Org Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0300 Org Mandor @Rp 68,000.00 Rp 2,040.00

Jumlah Rp 109,075.00 Dibulatkan Rp


SNI-T-03-1d1 M2 Pasangan Grassblock

7.5000 Bh Grassblock 45x30x8 @Rp #REF! Rp #REF!0.2000 M3 Pasir Pasang @Rp 150,000.00 Rp 30,000.00 0.0200 Org Tukang Batu @Rp 75,000.00 Rp 1,500.00 0.2500 Org Pekerja @Rp 58,500.00 Rp 14,625.00 0.0100 Org Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0300 Org Mandor @Rp 68,000.00 Rp 2,040.00

Jumlah Rp #REF!Dibulatkan Rp #REF!

Anl. Supl. III c.21 M2 Pasangan Batu Sikat

1.0000 M² Batu Sikat @Rp #REF! Rp #REF!0.0500 M³ Pasir Pasang @Rp 150,000.00 Rp 7,500.00 0.4000 sak Semen @Rp 49,000.00 Rp 19,600.00 0.1200 M³ Pasir Urug @Rp 150,000.00 Rp 18,000.00 0.0500 Org Mandor @Rp 68,000.00 Rp 3,400.00 0.5000 Org Kepala Tukang @Rp 91,000.00 Rp 45,500.00 0.5000 Org Tukang batu @Rp 75,000.00 Rp 37,500.00 1.5000 Org Pekerja @Rp 58,500.00 Rp 87,750.00

Jumlah Rp #REF!Dibulatkan Rp #REF!


AB. 71 M2 Pemasangan Rumput

1.0000 M² Rumput Gajah Mini @Rp 85,000.00 Rp 85,000.00 0.0700 M³ Tanah humus @Rp 100,000.00 Rp 7,000.00 0.1500 OH Pekerja @Rp 49,000.00 Rp 7,350.00 0.0100 OH Mandor @Rp 68,000.00 Rp 680.00


SNI 3434-2008-6.11 M3 : kusen pintu dan kusen jendela, kayu kelas I

1.1000 M3 balok kayu @ Rp. 5,700,000.00 Rp. 6,270,000.00 1.2500 Kg paku 10 cm @ Rp. 18,000.00 Rp. 22,500.00 1.0000 Kg lem kayu @ Rp. 15,000.00 Rp. 15,000.00 7.0000 OH pekerja @ Rp. 58,500.00 Rp. 409,500.00

21.0000 OH tukang kayu @ Rp. 75,000.00 Rp. 1,575,000.00 2.1000 OH Kepala tukang @ Rp. 91,000.00 Rp. 191,100.00 0.3500 OH Mandor @ Rp. 68,000.00 Rp. 23,800.00

Jumlah Rp. 8,506,900.00 Dibulatkan Rp. 8,506,900.00

SNI 3434-2008-6.51 M2 : membuat dan memasang daun pintu dan jendela, kayu kelas I

0.0400 M3 papan kayu @ Rp. 5,700,000.00 Rp. 228,000.00 0.5000 Kg lem kayu @ Rp. 15,000.00 Rp. 7,500.00 1.0000 OH pekerja @ Rp. 58,500.00 Rp. 58,500.00 3.0000 OH tukang kayu @ Rp. 75,000.00 Rp. 225,000.00 0.3000 OH Kepala tukang @ Rp. 91,000.00 Rp. 27,300.00 0.0500 OH Mandor @ Rp. 68,000.00 Rp. 3,400.00

Jumlah Rp. 549,700.00 Dibulatkan Rp. 549,700.00

SNI DT 91-0011-2007- 6.10 1 m2 : Memasang jalusi kusen, kayu kelas I atau II

0.0600 Papan kayu @ Rp. 5,700,000.00 Rp. 342,000.00 0.1500 kg Paku 1 cm - 2,5 cm @ Rp. 18,000.00 Rp. 2,700.00 0.6700 OH Pekerja @ Rp. 58,500.00 Rp. 39,195.00 2.0000 OH Tukang kayu @ Rp. 75,000.00 Rp. 150,000.00 0.2000 OH Kepala tukang @ Rp. 91,000.00 Rp. 18,200.00 0.3350 OH Mandor @ Rp. 68,000.00 Rp. 22,780.00


PT. T-30.2000-C.21 Buah Pasang kunci Tanam Biasa

1.0000 Bh kunci Tanam Biasa @ Rp. 25,000.00 Rp. 25,000.00

0.0100 Oh Pekerja @ Rp. 58,500.00 Rp. 585.00

0.5000 Oh Tukang kayu @ Rp. 75,000.00 Rp. 37,500.00 0.0100 Oh Kepala tukang @ Rp. 91,000.00 Rp. 910.00 0.0050 Oh Mandor @ Rp. 68,000.00 Rp. 340.00


m3


PT. T-30.2000-C.51 Buah Pasang Engsel Pintu

1.0000 Bh Engsel Pintu @ Rp. 10,000.00 Rp. 10,000.00

0.0150 Oh Pekerja @ Rp. 58,500.00 Rp. 877.50

0.1500 Oh Tukang kayu @ Rp. 75,000.00 Rp. 11,250.00

0.0150 Oh Kepala tukang @ Rp. 91,000.00 Rp. 1,365.00

0.0008 Oh Mandor @ Rp. 68,000.00 Rp. 51.00

Jumlah Rp. 23,543.50

Dibulatkan Rp. 23,544.00

PT. T-30.2000-C.61 Buah Pasang Engsel Jendela Kupu - kupu

1.0000 Bh Engsel Jendela @ Rp. 36,000.00 Rp. 36,000.00

0.0100 Oh Pekerja @ Rp. 58,500.00 Rp. 585.00


0.0100 Oh Kepala tukang @ Rp. 91,000.00 Rp. 910.00

0.0005 Oh Mandor @ Rp. 68,000.00 Rp. 34.00



PT. T-30.2000-C.91 Buah Pasang Kait Angin

1.0000 Bh Kait Angin @ Rp. 10,000.00 Rp. 10,000.00

0.0150 Oh Pekerja @ Rp. 58,500.00 Rp. 877.50


0.0150 Oh Kepala tukang @ Rp. 91,000.00 Rp. 1,365.00

0.0008 Oh Mandor @ Rp. 68,000.00 Rp. 51.00



SNI 3434-2008-6.13

1 M3 konstruksi kuda-kuda Konvensinal Kayu Kelas I,II,III

1.2000 M3 Balok kayu @ Rp. 4,000,000.00 4,800,000.00

15.0000 Kg Besi strip tebal 5 mm @ Rp. 11,600.00 174,000.00

5.6000 Kg paku 12 cm @ Rp. 13,000.00 72,800.00

6.7000 OH pekerja @ Rp. 58,500.00 391,950.00

20.1000 OH tukang kayu @ Rp. 75,000.00 1,507,500.00

2.0100 OH Kepala tukang @ Rp. 91,000.00 182,910.00

0.3350 OH Mandor @ Rp. 68,000.00 22,780.00

Jumlah Rp. 7,151,940.00

Dibulatkan Rp. 7,151,940.00

SNI 3434-2008-6.14

1 M3 konstruksi kuda-kuda expouse kayu kelas I

1.2000 M3 Balok kayu @ Rp. 5,700,000.00 6,840,000.00


5.6000 Kg paku 12 cm @ Rp. 13,000.00 72,800.00

6.7000 OH pekerja @ Rp. 58,500.00 391,950.00

20.1000 OH tukang kayu @ Rp. 75,000.00 1,507,500.00


0.3350 OH Mandor @ Rp. 68,000.00 22,780.00

Jumlah Rp. 9,191,940.00



SNI 3434-2008-6.15

1 M3 konstruksi konstuksi gording kayu kelas II

1.1000 M3 Balok kayu @ Rp. 4,500,000.00 4,950,000.00


3.0000 Kg paku 12 cm @ Rp. 13,000.00 39,000.00

2.4000 OH pekerja @ Rp. 58,500.00 140,400.00

7.2000 OH tukang kayu @ Rp. 75,000.00 540,000.00


0.1200 OH Mandor @ Rp. 68,000.00 8,160.00

Jumlah Rp. 5,917,080.00


SNI 3434-2008-6.23

1 M2 rangka dinding pemisah kayu kelas II atau kelas III

0.0280 M3 balok kayu @ Rp. 4,000,000.00 112,000.00

0.1500 Kg paku 5 cm dan 7 cm @ Rp. 11,600.00 1,740.00

0.1500 OH pekerja @ Rp. 58,500.00 8,775.00

0.4500 OH tukang kayu @ Rp. 75,000.00 33,750.00


0.0080 OH Mandor @ Rp. 68,000.00 544.00

Jumlah Rp. 160,904.00


SNI 3434-2008-6.26

1 M2 dinding papan kayu kelas I

0.0070 M3 papan kayu @ Rp. 5,700,000.00 39,900.00


0.6000 OH pekerja @ Rp. 58,500.00 35,100.00

1.8000 OH tukang kayu @ Rp. 75,000.00 135,000.00


0.0300 OH Mandor @ Rp. 68,000.00 2,040.00

Jumlah Rp. 229,580.00


SNI 3434-2008-6.26.a

1 M2 dinding papan kayu kelas III

0.0070 M3 papan kayu @ Rp. 4,000,000.00 28,000.00


0.6000 OH pekerja @ Rp. 58,500.00 35,100.00

1.8000 OH tukang kayu @ Rp. 75,000.00 135,000.00


0.0300 OH Mandor @ Rp. 68,000.00 2,040.00

Jumlah Rp. 217,680.00


SNI 3434-2008-6.15.a

1 M3 konstruksi leger lantai

1.1000 M3 Balok kayu @ Rp. 4,000,000.00 4,400,000.00

3.0000 Kg paku 12 cm @ Rp. 11,600.00 34,800.00

2.4000 OH pekerja @ Rp. 58,500.00 140,400.00

7.2000 OH tukang kayu @ Rp. 75,000.00 540,000.00


0.1200 OH Mandor @ Rp. 68,000.00 8,160.00

Jumlah Rp. 5,188,880.00



F.36

1M2 : Pintu & Jendela Kaca

0.0350 M3 Kayu Pintu / Jendela @ Rp. 4,500,000.00 Rp. 157,500.00

0.7000 M2 Kaca @ Rp. 130,000.00 Rp. 91,000.00

0.4000 KG P a k u Kayu @ Rp. 18,000.00 Rp. 7,200.00

3.6000 OH Tukang Kayu @ Rp. 75,000.00 Rp. 270,000.00

0.3000 OH Kepala Tukang @ Rp. 91,000.00 Rp. 27,300.00

1.0000 OH Pekerja @ Rp. 58,500.00 Rp. 58,500.00

0.0500 OH Mandor @ Rp. 68,000.00 Rp. 3,400.00 Jumlah Rp. 614,900.00 Dibulatkan Rp. 614,900.00

SNI-T-03-1c1 M2 Pasangan Paving Block (Model Cacing) 22.5x11.2x8

39.0000 Bh Paving Block @Rp 1,538.46 Rp 60,000.00 0.2000 M3 Pasir Pasang @Rp 150,000.00 Rp 30,000.00 0.0200 Org Tukang @Rp 75,000.00 Rp 1,500.00 0.2500 Org Pekerja @Rp 58,500.00 Rp 14,625.00 0.0100 Org Kepala Tukang @Rp 91,000.00 Rp 910.00 0.0300 Org Mandor @Rp 68,000.00 Rp 2,040.00


SNI 34364-2002-6.38.b

1 M2 Memasang atap onduline

1.2000 M2 Atap Onduline 2000X950x3 mm @ Rp. 95,000.00 114,000.00

12.0000 bh Paku Onduline @ Rp. 1,000.00 12,000.00

0.1200 OH pekerja @ Rp. 58,500.00 7,020.00

0.0600 OH tukang @ Rp. 75,000.00 4,500.00

0.0060 OH Kepala tukang @ Rp. 91,000.00 546.00

0.0060 OH Mandor @ Rp. 68,000.00 408.00

Jumlah Rp. 138,474.00


SNI 7393-2008-6.11 kg Memasang Besi Profil

1.1500 kg Besi Profil @ Rp. 18,000.00 20,700.00

0.0060 OH Tukang Besi @ Rp. 75,000.00 450.00

0.0600 OH pekerja @ Rp. 58,500.00 3,510.00


0.0003 OH Mandor @ Rp. 68,000.00 20.40




SNI 7393-2008-6.31 kg Mengerjakan 100 kg Pekerjaan Perakitan

1.1500 liter Solar @ Rp. 9,000.00 10,350.00

0.0060 OH Minyak Pelumas @ Rp. 20,000.00 120.00

0.0600 OH pekerja @ Rp. 58,500.00 3,510.00


0.0003 OH Mandor @ Rp. 68,000.00 20.40

0.8000 jam Sewa Alat @ Rp. 35,000.00 28,000.00



diambil 0,01 Rp. 425.46

SNI 7393-2008-6.51 cm Mengerjakan 10 cm Pengelasan dengan Las Listrik

0.4000 kg Kawat las @ Rp. 9,000.00 3,600.00

0.3000 liter Solar @ Rp. 9,000.00 2,700.00

0.0400 OH Minyak Pelumas @ Rp. 20,000.00 800.00

0.0400 OH pekerja @ Rp. 35,000.00 1,400.00

0.0020 OH Tukang Las @ Rp. 75,000.00 150.00


0.0020 OH Mandor @ Rp. 68,000.00 136.00

0.1700 jam Sewa Alat @ Rp. 50,000.00 8,500.00



diambil 0,1 Rp. 1,746.80

SNI 7393-2008-6.51 cm Mengerjakan 10 cm Pengelasan dengan Las Listrik

0.4000 kg Kawat las @ Rp. 9,000.00 3,600.00

0.3000 liter Solar @ Rp. 20,000.00 6,000.00

0.0400 OH Minyak Pelumas @ Rp. 35,000.00 1,400.00

0.0400 OH pekerja @ Rp. 50,000.00 2,000.00

0.0020 OH Tukang Las @ Rp. 75,000.00 150.00


0.0020 OH Mandor @ Rp. 68,000.00 136.00

0.1700 jam Sewa Alat @ Rp. 50,000.00 8,500.00




SNI 2838-2002-6.211 m2 Pengecatan Permukaan Baja dengan Meni Besi dan Perancah

0.1000 kg Meni Besi @ Rp. 33,800.00 3,380.00

0.0100 bh Kuas @ Rp. 10,000.00 100.00

0.0020 M3 Perancah Kayu @ Rp. 3,800,000.00 7,600.00

0.2500 OH pekerja @ Rp. 50,000.00 12,500.00

0.2250 OH Tukang @ Rp. 68,000.00 15,300.00


0.0075 OH Mandor @ Rp. 68,000.00 510.00



SNI 2838-2002-6.21.a1 m2 Pengecatan Mengkilat Besi 2 x pengecatan

0.2000 kg Cat Minyak @ Rp. 52,000.00 10,400.00

0.0100 bh Kuas @ Rp. 10,000.00 100.00

0.0020 M3 Perancah Kayu @ Rp. 3,800,000.00 7,600.00

0.2500 OH pekerja @ Rp. 50,000.00 12,500.00

0.2250 OH Tukang @ Rp. 68,000.00 15,300.00


0.0075 OH Mandor @ Rp. 68,000.00 510.00




DAFTAR HARGA SATUAN

NO URAIAN SATUAN HARGA SATUAN

A. UPAH

1 Kepala Tukang Hari 91,000.00

2 Mandor Hari 68,000.00

3 Pekerja Hari 58,500.00

4 Tukang Hari 75,000.00


B. BAHAN

1 Air Ltr 75.00

2 Atap Genteng Metal 0,30 M2 88,400.00

3 Atap onduline M2 95,000.00

4 Batu bata Bh 700.00

5 Batu Kali/Batu Belah (Sungai/Gunung) 15/20 cm M3 140,000.00

6 Batu Belah (Sungai/Gunung) 5/7 cm M3 140,000.00

7 Baut reng Bh 4,000.00

8 Batu tempel hitam M2 275,000.00

9 Baut Kap Bh 4,000.00

10 Besi Beton Polos Kg 11,000.00

11 Besi Strip Kg 11,600.00

12 Besi Ulir Kg 13,000.00

13 Cat Dasar Kg 9,800.00

14 Cat Tembok Kg 52,000.00

15 Cat Kayu/Minyak Kg 52,000.00

16 Cat Menie Kg 33,800.00

17 Closed jongkok Bh 150,000.00

18 Dolken Kayu Ø 8-10/4 m Btg 40,000.00

19 Engsel Jendela Psg 36,000.00

20 Engsel Pintu Psg 10,000.00

21 Gravel M3 151,700.00

22 Grendel Jendela/Pintu Bh 10,000.00

23 Genteng Metal 0.30 mm M2 65,000.00

24 Kaca Bening Tebal 5 mm M2 130,000.00

25 Kaca Bening Tebal 3 mm M2 100,000.00

26 Kaca rayband Uk. 5 mm M2 155,000.00

27 Kastin Beton L = 50 cm M1

28 Kait Angin Bh 10,000.00

29 Kawat Beton Kg 15,000.00

30 Kayu Klas I (Semantok/Damar Laut) M3 5,700,000.00

31 Kayu Klas II ( Merantee/Kruing ) M3 4,500,000.00

32 Kayu Klas III (Borneo/dll) M3 4,000,000.00

33 Kayu Klas VI M3 3,800,000.00

34 Kayu untuk Perancah Btg 10,000.00

35 Kaso-kaso/Kayu Klas III M3 4,000,000.00

36 Keramik 60 x 60 cm M2 200,000.00



37 Keramik 60 x 60 cm Bh 72,727.27

38 Keramik 40 x 40 M2 78,000.00

39 Keramik 40 x 40 Bh 12,480.00

40 Keramik 30 x 30 M2 67,000.00

41 Keramik 30 x 30 Bh 5,644.48

42 Keramik 20 x 25 M2 57,000.00

43 Keramik 20 x 25 Bh 2,850.00

44 Keramik 20 x 20 M2 47,000.00

45 Keramik 20 x 20 Bh 1,773.58

46 Kerikil Beton M3 150,000.00

47 Kertas Amplas Lbr 2,000.00

48 Kran Air Bh 25,000.00

49 Kunci tanam Bh 25,000.00

50 Lem Kayu Kg 15,000.00

51 List Profil Triplek M' 6,200.00

52 Minyak Bekisting Ltr 5,000.00

56 Paku 1/2" - 5" Kg 13,000.00

57 Paku kayu 2" - 5" Kg 18,000.00

58 Paku Seng Kg 25,000.00

59 Paku reng Kg 18,000.00

60 Paku Onduline Buah 1,000.00

61 Paku Ulir Primandek Buah 15,000.00

62 Pasir Beton M3 150,000.00

63 Pasir Pasang M3 150,000.00

64 Pasir Urug M3 150,000.00

65 Papan Kayu Bouuwplank 3/20 M3 2,800,000.00

66 Papan Kayu Semantok 3/20 M3 4,800,000.00

67 Papan Lisplank Kayu Klas II M3 3,800,000.00

68 Papan Kayu Semantok M3 3,000,000.00

69 Plamir Kg 15,000.00

70 Plywood Tebal 3 mm Lbr 55,000.00



73 Paving Block M2 60,000.00

74 Profil CT 100 M1 18,750.00

75 Profil reng RT 15 M1 19,750.00

76 PVC 3/4" Kualitas AWE Btg 34,700.00

77 PVC 1" Kualitas AWE Btg 85,100.00




81 Minyak Bekisting/Oil Ltr 5,000.00

82 Multipleks 4 mm Lbr 85,000.00

83 Multipleks 9 mm Lbr 118,000.00

84 Rabung Genteng Metal 0,30 M' 88,400.00

85 Rumput Gajah mini M2 85,000.00



88 Screw M2 1,500.00

89 Semen Andalas @ 40 Kg Zak 49,000.00

90 Semen Putih Zak 130,000.00

91 Stop Kontak bh 41,300.00

92 Tanah Urug M3 35,000.00

93 Tanah Timbun M3 55,000.00

94 Tanah Humus M3 100,000.00

95 Besi Strip Kg 11,900.00

96 Besi Profil Kg 18,000.00

96 Kayu Profil M' 15,000.00

97 Seng Plat 0.3 mm M2 88,000.00

99 Instalasi titik Lampu titik 250,000.00

100 Instalasi Stop kontak titik 250,000.00

101 Saklar tunggal Bh 25,000.00

102 Saklar ganda Bh 28,500.00

103 Stop Kontak Bh 41,300.00

104 Lampu SL 18 watt Bh 38,000.00

105 zekering Kast Lokal 1 group Bh 4,000.00

106 Kabel NYA 4 x 10 mm2 M 25,000.00

107 Kabel NYA 3 x 2.5 mm2 M 30,000.00

108 Kabel NYA 1 x 2,5 mm2 M 35,000.00

109 Kabel NYY 25 mm2 Bh 45,000.00

110 Panel MCCB Lengkap Unit 2,000,000.00


REKAP ANALISA

PEKERJAAN PERSIAPAN1M Pengukuran dan pemasangan bowplank SNI 03-2835-2002 - 1 - 68,160.00 PEKERJAAN GALIAN1 M3 Galian Tanah Biasa Sedalam 1 meter SNI 2835-2008-6.1 45,575.00 1 M3 Galian Tanah Biasa Sedalam 2 meter SNI 2835-2008-6.2 55,710.00 1 M3 Galian Tanah Biasa Sedalam 3 meter SNI 2835-2008-6.3 65,981.00 PEKERJAAN TANAH DAN PASIR1 M3 Urugan Tanah Kembali SNI 2835-2008-6.9 18,570.00 1 M3 Pemadatan Tanah SNI 2835-2008-6.4 32,650.00 1 M3 Mengurug Pasir Urug SNI 2835-2008-6.11 198,230.00 1 M3 Mengurug Tanah Timbun SNI 2835-2008-6.10 84,230.00 PEKERJAAN BATU1 M3 Pasangan Batu Kosong (Aanstamping) SNI. 2836-2008-6.9 313,881.00 1 M3 Pasangan Batu Belah 1 PC : 4 PS SNI. 2836-2008-6.2 601,600.00 1 M3 Pondasi Beton Cyclopen 1 : 2 : 3 + 40% Batu Belah SNI. 2836-2008-6.10 679,035.00 PEKERJAAN BETON1 M3 Beton Mutu f'c = 7,4 Mpa (K100), Slump (12 ± 2 ) cm, w/ SNI .7394-2008-6.1 648,149.14 1 M3 Beton Mutu f'c = 9,8 Mpa (K125), Slump (12 ± 2 ) cm, w/ SNI .7394-2008-6.2 680,725.73 1 M3 Lantai Kerja Beton Mutu f'c = 7,4 Mpa (K100), Slump (3-6SNI .7394-2008-6.4 597,639.68 1 M3 Beton Mutu f'c = 14,5 Mpa (K175), Slump (12 ± 2 ) cm, wSNI .7394-2008-6.5 736,578.90 1 M3 Beton Bertulang f'c = 16.9 Mpa (K 200), Slump (12 ± 2) SNI .7394-2008-6.6 765,543.98 1 M3 Beton Mutu f'c = 21,7 Mpa (K225), Slump (12 ± 2 ) cm, wSNI .7394-2008-6.7 787,061.05 1 M3 Beton Mutu f'c = 21,7 Mpa (K250), Slump (12 ± 2 ) cm, wSNI .7394-2008-6.8 801,454.30 1 Kg Besi Polos SNI .7394-2008-6.17 12,800.40 PEKERJAAN BEKISTING1 M2 Bekisting untuk Pondasi SNI .7394-2008-6.20 109,977.00 1 M2 Bekisting untuk Sloof SNI .7394-2008-6.21 119,263.00 1 M2 Bekisting untuk Kolom SNI .7394-2008-6.22 329,603.50 1 M2 Bekisting untuk Balok SNI .7394-2008-6.23 208,266.50 1 M2 Bekisting untuk Lantai SNI .7394-2008-6.24 212,638.50 1 M2 Bekisting untuk Tangga SNI .7394-2008-6.26 192,513.50

Membongkar dan Menyiram Beton Pekerjaan Lain-lain 58,500.00 PEKERJAAN BETON BERTULANG1 M3 Pondasi Beton Bertulang (150 kg besi+ Bekisting) SNI .7394-2008-6.28 3,756,912.00 1 M3 Sloof Beton Bertulang (200 kg besi+ Bekisting) SNI .7394-2008-6.29 4,708,662.00 1 M3 kolom Beton Bertulang (300 kg besi+ Bekisting) SNI .7394-2008-6.30 8,687,052.00 1 M3 Balok Beton Bertulang (200 kg besi+ Bekisting) SNI .7394-2008-6.31 6,649,237.00 1 M3 Plat Beton Bertulang (150 kg besi+ Bekisting) SNI .7394-2008-6.32 6,582,770.00 1 M3 Dinding Beton Bertulang (150 kg besi+ Bekisting) SNI .7394-2008-6.33 6,122,497.00 1 M3 Dinding Beton Bertulang (200 kg besi+ Bekisting) SNI .7394-2008-6.34 6,118,887.00 1 M' Kolom Praktis Beton Bertulang (11 x 11)cm SNI .7394-2008-6.35 65,193.00 1 M' Ring Balok Beton Bertulang (10 x 15)cm SNI .7394-2008-6.36 89,777.00


PEKERJAAN PAS. BATA DAN PLESTERAN1 M2 Pasangan Bata Merah Tebal 1/2 Bata Adukan 1PC : 2 PP SNI 6897-2008.67 104,893.75 1 M2 Pasangan Bata Merah Tebal 1/2 Bata Adukan 1PC : 4 PP SNI 6897-2008.69 96,517.50 1 M2 Plesteran 1 PC : 2 PP : Tebal 15 mm SNI 2837-2008-6.2 46,709.40 1 M2 Plesteran 1 PC : 3 PP : Tebal 15 mm SNI 2837-2008-6.3 44,160.60 1 M2 Plesteran 1 PC : 4 PP : Tebal 15 mm SNI 2837-2008-6.4 42,429.00 1 M2 Pasangan Paving Block (Model Cacing) 22.5x11.2x8 SNI-T-03-1c 109,075.00 1 M2 Finishing Siar Pasangan Batu Kali 1 PC : 2PP SNI 2837-2008-6.26 49,931.50 1 M2 Acian SNI 2837-2008-6.27 24,771.25 PEKERJAAN KAYU DAN KACA1 M2 Memasang 1 M2 Rangka Langit-langit Uk. 60 x 60 cm SNI 3434-2008-6.20 115,460.00 1 M' Memasang 1 M' Lisplank Papan Ukuran 3/20 cm, kayu KlaSNI 3434-2008-6.20 73,410.00 1 M3 kusen pintu dan kusen jendela, kayu kelas I SNI 3434-2008-6.1 8,506,900.00 1 M2 membuat dan memasang daun pintu dan jendela, kayu kSNI 3434-2008-6.5 549,700.00 1 M2 Memasang jalusi kusen, kayu kelas I atau II SNI DT 91-0011-2007- 574,875.00 1 M2 Pintu & Jendela Kaca F.36 614,900.00 1 M3 Konstruksi Kuda-kuda Kayu Konvensional kayu klas I,II, II SNI 3434-2008-6.13 7,151,940.00 1 M3 Konstruksi Kuda-kuda Kayu Expose kayu klas I SNI 3434-2008-6.14 9,191,940.00 1 M3 Konstruksi Gording kayu Klas II SNI 3434-2008-6.15 5,917,080.00 1 M2 Rangka dinding pemisah Kayu Klas II dan III SNI 3434-2008-6.23 160,904.00 1 M2 Dinding Papan Kayu Klas I SNI 3434-2008-6.26 229,580.00 1 M2 Dinding Papan Kayu Klas III SNI 3434-2008-6.26.a 217,680.00 1 M3 Konstruksi Leger Kayu Lantai Kayu SNI 3434-2008-6.15.a 5,188,880.00 PEKERJAAN LANTAI KERAMIK1 M2 Memasang 1 M' Lantai Keramik Ukuran 20 x 20 cm SNI 7395-2008-6.36 138,447.00 1 M2 Memasang 1 M2 Lantai Keramik Ukuran 30 x 30 cm SNI 7395-2008-6.35 162,665.00 1 M2 Memasang 1 M2 Lantai Keramik Ukuran 40 x 40 cm SNI 7395-2008-6.64 168,645.00 1 M2 Memasang 1 M2 Lantai Keramik Ukuran 60 x 60 cm SNI 7395-2008-6.65 290,645.00 1 M2 Memasang 1 M2 Dinding Keramik Ukuran 20 x 25 cm SNI 7395-2008-6.54.a 151,121.50 1 M2 Memasang 1 M2 Dinding Keramik Ukuran 10 x 20 cm SNI 7395-2008-6.53. 192,191.50 1 M2 Memasang 1 M2 Dinding Batu Tempel Hitam SNI 7395-2008-6.58 394,908.75 PEKERJAAN ATAP1 M' Pasang List Langit-langit Kayu Profil SNI 2839-2008-6.10 14,024.00 1 M2 Pasang Plafond Plywood 4 mm SNI 2839-2008-6.5 46,302.50 1 M2 Rangka Kuda-kuda untuk Genteng Metal SNI DT 91-0014-2008- 296,332.50 1 M2 Atap Genteng Metal 0.30 SNI 03-3436-2008-6.1 126,498.00 1 M' Nok Genteng Metal SNI 03-3436-2008-6.2 138,864.00 1 M2 Memasang Atap Onduline SNI 34364-2002-6.38. 138,474.00 PEKERJAAN PENGECATAN1 M2 Pengecatan Bidang Kayu Baru PT. T-38-2008-C-B8 29,682.00 1 M2 Pengecatan Bidang Tembok Baru PT. T-38-2008-C-B14 22,638.30 PEKERJAAN PEMASANGAN KUNCI1 Buah Pasang Kunci Tanam Biasa PT. T-30.2000-C.2 64,335.00 1 Buah Pasang engselPintu PT. T-30.2000-C.5 23,544.00 1 Buah Pasang Engsel Jendela Kupu-Kupu PT. T-30.2000-C.6 45,029.00 1 Buah Pasang Kait Angin PT. T-30.2000-C.9 23,544.00


PEKERJAAN VEGETASI1 M2 Pemasangan Rumput AB. 7 100,030.00

Pasangan Paving Block (Model Cacing) 22.5x11.2x8 SNI-T-03-1c 109,075.00

PEKERJAAN BESI1 kg Memasang Besi Profil SNI 7393-2008-6.1 25,226.00 1 kg Mengerjakan 100 kg Pekerjaan Perakitan SNI 7393-2008-6.3 425.46 1 cm Mengerjakan 10 cm Pengelasan dengan Las Listrik SNI 7393-2008-6.5 1,746.80 1 m2 Pengecatan Permukaan Baja dengan Meni Besi dan Pera SNI 2838-2002-6.21 40,515.00 1 m2 Pengecatan Mengkilat Besi 2 x pengecatan SNI 2838-2002-6.21.a 47,535.00

TABEL BESI

Perhitungan Berat Besi untuk 1 m3 Beton

B H Tulangan

Sloof 20/30 0.2 0.3 Tulangan Pokok 5 Ø 12 0.06 16.67 0.89 73.98 109.05 kg

Begel 8 Ø - 0.15 0.80 0.39 35.07 Jumlah Begel 111.11 BtgBekisting 2 x Pakai 0.80 13.33 6.67 m2





Balok 20/30 0.2 0.3 Tulangan Pokok 5 Ø 12 0.06 16.67 0.89 73.98 109.05 kg


Balok 25/35 0.25 0.35 Tulangan Pokok 8 Ø 16 0.09 11.43 1.58 144.30 174.36 kg


Luas (m2)

Pjg Besi (m)

Berat Besi (Kg)

Volume Besi (Kg)

V. Total Besi (Kg)


B H Tulangan Luas (m2)

Pjg Besi (m)

Berat Besi (Kg)

Volume Besi (Kg)

V. Total Besi (Kg)

Balok BL latai 0.13 0.15 Tulangan Pokok 4 Ø 12 0.02 51.28 0.89 182.10 209.42 kg


Kolom K1 0.35 0.35 Tulangan Pokok 12 Ø - 16 0.12 8.16 1.58 154.60 194.86 kg






Kolom Praktis (KP) 0.13 0.13 Tulangan Pokok 4 Ø - 12 0.02 59.17 0.89 210.12 253.70 Kg


Kolom D1 5 0.15 0.15 Tulangan Pokok 4 Ø - 12 0.02 44.44 0.89 157.82 199.91 Kg


Ring Balk RB1 0.2 0.3 Tulangan Pokok 5 Ø - 12 0.06 16.67 0.89 73.98 108.18 Kg

Begel 8 Ø - 0.15 0.78 0.39 34.20 Jumlah Begel 111.11 Btg

2 1 x Pakai 0.80 13.33 13.33 m2


B H Tulangan Luas (m2)

Pjg Besi (m)

Berat Besi (Kg)

Volume Besi (Kg)

V. Total Besi (Kg)



2 1 x Pakai 0.63 19.38 19.38 m2



2 1 x Pakai 0.43 22.05 22.05 m2

SUMURAN S1 P1 Tulangan Pokok 8 Ø - 12 0.05 22.12 0.89 157.07 256.97 Kg


SUMURAN S2 P1 Tulangan Pokok 8 Ø - 12 0.03 31.85 0.89 226.18 370.03 Kg


TAPAK P1 0.35 0.35 Tulangan vertikal 14 Ø - 0.2 0.11 3.17 1.21 139.79 279.57 Kg

tinggi = 0.9 m Tulangan horizontal 14 Ø - 0.2 3.17 1.21 139.79 panjang 2.34 m jlh btang 15.57 Bekisting 2 x Pakai 1.40 4.44 4.44 m2

Besi Ayaman 1 1.2 Tulangan vertikal 14 Ø - 0.2 1.20 1.00 1.21 11.59 20.10 Kg

Tulangan horizontal 12 Ø - 0.2 1.00 0.89 8.51 panjang 2.04 m jlh btang 4.70

Total Tulangan 299.67 Kg

TAPAK P2 0.35 0.5 Tulangan vertikal 14 Ø - 0.2 0.16 3.17 1.21 148.75 297.50 Kg

tinggi = 0.9 m Tulangan horizontal 14 Ø - 0.2 3.17 1.21 148.75 panjang 2.49 m jlh btang 15.57 Bekisting 2 x Pakai 1.70 5.40 5.40 m2

Besi Ayaman 1.15 1.35 Tulangan vertikal 14 Ø - 0.2 1.55 0.87 1.21 9.95 17.26 Kg



TAPAK P3 0.13 0.25 Tulangan Pokok 5 Ø - 12 0.03 27.69 0.89 122.92 165.17 Kg

tinggi = 0.9 m Begel 8 Ø - 0.15 0.58 0.39 42.25 Jumlah Begel 184.62 Btg

2 1 x Pakai 0.76 21.05 10.52 m2

Besi Ayaman 0.7 0.7 Tulangan vertikal 14 Ø - 0.2 0.49 1.43 1.21 14.65 25.41 Kg



PLAT KANOPI 1 1 Tulangan vertikal 8 Ø - 0.15 0.10 10.00 0.39 50.44 100.88 Kg

tinggi = 0.1 m Tulangan horizontal 8 Ø - 0.15 10.00 0.39 50.44 panjang 2.04 m jlh btang 6.27 Bekisting 2 1 x Pakai 0.40 10.00 10.00 m2

PLAT LANTAI 1 1 Tulangan vertikal 10 Ø - 0.15 0.12 8.33 0.62 66.97 133.93 Kg


LANTAI BERTULANG 1 1 Tulangan vertikal 5 Ø - 0.15 0.12 8.33 0.15 16.74 83.71 Kg


Analisa 2008 Update

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