HARGA UPAH HARGA SNI KODE SATUAN PEKERJA BAHAN

(Rp.) (Rp.) (Rp.) (Rp.)A. PEKERJAAN TANAH1 03-2835-2008 6.1 1 M3 Galian tanah biasa sedalam 1 m

0.7500 oh Pekerja0.0250 oh Mandor

Jml Total2 03-2835-2008 6.2 1 M3 Galian tanah biasa sedalam 2 m

0.9000 oh Pekerja0.0450 oh Mandor

Jml Total3 03-2835-2008 6.9 1 M3 Mengurug tanah kembali ( 1/3 dari indek pek galian )

0.3000 oh Pekerja0.0150 oh Mandor

Jml Total4 03-2835-2008 6.11 1 M3 Urugan pasir

1.2000 m3 Pasir urug0.3000 oh Pekerja0.0100 oh Mandor

Jml Total5 03-2835-2008 6.15 1 M3 Urugan tanah + pemadatan

0.2500 oh Pekerja0.0250 oh Mandor1.0000 ls Pemadatan

Jml Total6 03-2835-2008 6.15 1 M3 Urugan fill + pemadatan

0.2500 oh Pekerja0.0250 oh Mandor1.0000 ls Pemadatan

Jml Total7 03-2835-2008 6.15 1 M3 Pembuangan tanah sejauh 150 m

0.5160 oh Pekerja0.0500 oh Mandor

Jml TotalB. PEKERJAAN PONDASI

1 03-2836-2008 6.9 1 M3 Pasang batu kosong / anstamping1.2000 m3 Batu belah 0.4330 m3 Pasir urug0.7800 oh Pekerja0.3900 oh Tukang batu0.0390 oh Kepala tukang0.0390 oh Mandor

2 03-2836-2008 6.3 1 M3 Pasang batu belah 1 Pc : 5 Ps 1.2000 m3 Batu belah

136.0000 kg Portland Cemen ( PC )0.5440 m3 Pasir pasang1.5000 oh Pekerja0.6000 oh Tukang batu0.0600 oh Kepala tukang0.0750 oh Mandor

C. PEKERJAAN DINDING & PLESTERAN1 03-6897-2008 6,10 1 M2 Pasang batu bata merah (5x11x22) cm tbl 1/2 bata camp 1 Pc : 5 Ps

70.0000 m3 Batu bata9.6800 kg Portland Cemen ( PC )0.0450 m3 Pasir pasang0.3000 oh Pekerja0.1000 oh Tukang batu0.0100 oh Kepala tukang0.0150 oh Mandor

ANALISA HARGA SATUAN PEKERJAAN

NO JUMLAHANALISA PEKERJAAN

2 03-2837-2008 6.16 1 M2 Plesteran 1 Pc : 5 Ps- tbl 20 mm

6.9120 kg Portland Cemen ( PC )0.0350 m3 Pasir pasang0.2600 oh Pekerja0.2000 oh Tukang batu0.0200 oh Kepala tukang0.0130 oh Mandor

3 03-2837-2008 6.15 1 M2 Plesteran 1 Pc : 4 Ps- tbl 20 mm 8.3200 kg Portland Cemen ( PC )0.0320 m3 Pasir pasang0.2600 oh Pekerja0.2000 oh Tukang batu0.0200 oh Kepala tukang0.0130 oh Mandor

4 03-2837-2008 6.19 1 M2 Plesteran braben 1 Pc : 5 Ps- tbl 15 mm 5.1840 kg Portland Cemen ( PC )0.0260 m3 Pasir pasang0.1500 oh Pekerja0.0700 oh Tukang batu0.0070 oh Kepala tukang0.0080 oh Mandor

5 03-2837-2008 6,20 1 M' Plesteran skoning 1 : 2 lebar 10 mm 0.5000 kg Portland Cemen ( PC )0.0130 m3 Pasir pasang0.0570 oh Pekerja0.0380 oh Tukang batu0.0380 oh Kepala tukang0.0030 oh Mandor

6 03-2837-2008 6,26 1 M' Memasang finishing siar batu kali 1Pc : 2Ps 6.3400 kg Portland Cemen ( PC )0.1200 m3 Pasir pasang0.3000 oh Pekerja0.1400 oh Tukang batu0.0140 oh Kepala tukang0.0150 oh Mandor

7 03-2837-2008 6,27 1 M2 Memasang acian3.2500 kg Portland Cemen ( PC )0.1500 oh Pekerja0.1000 oh Tukang batu0.0100 oh Kepala tukang0.0080 oh Mandor

D. PEKERJAAN LANTAI1 03-7395-2008 6.9 1 M2 Lantai keramik polish 60/60 ( Aula ) :

3.0000 bh keramik polish 60x6014.7000 kg Portland Cemen ( PC )1.9500 kg PC warna0.0675 m3 Pasir pasang0.3750 oh Pekerja0.1800 oh Tukang batu0.0180 oh Kepala tukang0.0195 oh Mandor

2 03-7395-2008 6.9 1 M2 Lantai keramik unpolish 60/60 ( Aula ) :3.0000 bh keramik polish 60x60

14.7000 kg Portland Cemen ( PC )1.9500 kg PC warna0.0675 m3 Pasir pasang0.3750 oh Pekerja0.1800 oh Tukang batu0.0180 oh Kepala tukang0.0195 oh Mandor

3 03-7395-2008 6.9 1 M2 Lantai granito 60/60 ( Aula ) :3.0000 bh granito 60x60

14.7000 kg Portland Cemen ( PC )1.9500 kg PC warna0.0675 m3 Pasir pasang0.3750 oh Pekerja0.1800 oh Tukang batu0.0180 oh Kepala tukang0.0195 oh Mandor

4 03-7395-2008 6.9 1 M2 Lantai keramik 40/40 (Polish) :6.6300 bh keramik 40x409.8000 kg Portland Cemen ( PC )1.3000 kg PC warna0.0450 m3 Pasir pasang0.2500 oh Pekerja0.1200 oh Tukang batu0.0120 oh Kepala tukang0.0130 oh Mandor

5 03-7395-2008 6.9 1 M2 Lantai keramik 40/40 (Un polish) :6.6300 bh keramik 40x409.8000 kg Portland Cemen ( PC )1.3000 kg PC warna0.0450 m3 Pasir pasang0.2500 oh Pekerja0.1200 oh Tukang batu0.0120 oh Kepala tukang0.0130 oh Mandor

6 03-7395-2008 6.35 1 M2 Lantai keramik unpolish 30/30 :11.8700 bh Keramik 30x3010.0000 kg Portland Cemen ( PC )1.5000 kg PC warna0.0450 m3 Pasir pasang0.6200 oh Pekerja0.3500 oh Tukang batu0.0350 oh Kepala tukang0.0300 oh Mandor

7 03-7395-2008 6.35 1 M2 Lantai keramik 30/30 :11.8700 bh Keramik 30x3010.0000 kg Portland Cemen ( PC )1.5000 kg PC warna0.0450 m3 Pasir pasang0.6200 oh Pekerja0.3500 oh Tukang batu0.0350 oh Kepala tukang0.0300 oh Mandor

8 03-7395-2008 6.54 1 M2 Pasang keramik dinding 20x25 :21.5000 bh Keramik 20x2510.4000 kg Portland Cemen ( PC )1.6200 kg PC warna0.0450 m3 Pasir pasang0.6200 oh Pekerja0.3500 oh Tukang batu0.0350 oh Kepala tukang0.0300 oh Mandor

9 03-7395-2008 6.36 1 M2 Pasang keramik lantai 20x20 :26.5000 bh Keramik 20x2010.4000 kg Portland Cemen ( PC )1.6200 kg PC warna0.0450 m3 Pasir pasang

0.6200 oh Pekerja0.3500 oh Tukang batu0.0350 oh Kepala tukang0.0300 oh Mandor

10 03-7395-2008 1 M' Pasang nozing tangga 5x20 :5.000 bh Nozing 5x202.600 kg Portland Cemen ( PC )0.405 kg PC warna0.011 m3 Pasir pasang0.088 oh Tukang0.009 oh Kepala tukang0.155 oh Pekerja0.008 oh Mandor

11 03-7395-2008 1 M' Pasang keramik border dinidng km/wc 5x30 :4.000 bh Keramik border 5x301.140 kg Portland Cemen ( PC )0.025 kg PC warna0.003 m3 Pasir pasang0.090 oh Tukang0.009 oh Kepala tukang0.090 oh Pekerja0.005 oh Mandor

12 1 M' Pasang plint kaca rayband 5 mm L = 10 cm0.1000 m2 Plint kaca rayband 5 mm L = 10 cm1.1400 kg Portland Cemen ( PC )0.090 oh Pekerja0.090 oh Tukang0.009 oh Kepala tukang0.005 oh Mandor

13 03-7395-2008 1 M' Pasang kuku macan 2,5x10 :10.000 bh Kuku macan 2,5x100.945 kg Portland Cemen ( PC )0.147 kg PC warna0.004 m3 Pasir pasang0.032 oh Tukang0.003 oh Kepala tukang0.056 oh Pekerja0.003 oh Mandor

14 03-7395-2008 6.57 1 M2 Pasang batu serit / mortar1.1000 m2 Batu serit

11.7500 kg Portland Cemen ( PC )0.0350 m3 Pasir pasang0.6200 oh Pekerja0.3500 oh Tukang batu0.0350 oh Kepala tukang0.0300 oh Mandor

E. PEKERJAAN BETON1 03-7394-2008 6.4 1 M3 Beton lantai kerja mutu fc = 7,4 Mpa ( K100) slum (3-6) cm w/c = 0,87

230.0000 kg Portland Cemen ( PC )893.0000 kg Pasir beton

1,024.0000 kg Kerikil (maksimum 30 mm)200.0000 ltr air

1.2000 oh Pekerja0.2000 oh Tukang batu0.0200 oh Kepala tukang0.0060 oh Mandor

2 03-7394-2008 6.5 1 M3 Beton mutu fc = 9,8 Mpa ( K175) slum (12±2) cm w/c = 0,66326.0000 kg Portland Cemen ( PC )760.0000 kg Pasir beton

1,029.0000 kg Kerikil (maksimum 30 mm)

215.0000 ltr air1.6500 oh Pekerja0.2500 oh Tukang batu0.0250 oh Kepala tukang0.0800 oh Mandor

3 03-7394-2008 6.7 1 M3 Beton mutu fc = 19,3 Mpa ( K225) slum (12±2) cm w/c = 0,58371.0000 kg Portland Cemen ( PC )698.0000 kg Pasir beton

1,047.0000 kg Kerikil (maksimum 30 mm)215.0000 ltr air

1.6500 oh Pekerja0.2500 oh Tukang batu0.0250 oh Kepala tukang0.0800 oh Mandor

4 03-7394-2008 6.9 1 M3 Beton mutu fc = 24 Mpa ( K275) slum (12±2) cm w/c = 0,53406.0000 kg Portland Cemen ( PC )684.0000 kg Pasir beton

1,026.0000 kg Kerikil (maksimum 30 mm)215.0000 ltr air

1.6500 oh Pekerja0.2500 oh Tukang batu0.0250 oh Kepala tukang0.0800 oh Mandor

5 03-7394-2008 6.9 1 M3 Beton mutu fc = 26.4 Mpa ( K300) slum (12±2) cm w/c = 0,52413.0000 kg Portland Cemen ( PC )681.0000 kg Pasir beton

1,021.0000 kg Kerikil (maksimum 30 mm)215.0000 ltr air

1.6500 oh Pekerja0.2750 oh Tukang batu0.0280 oh Kepala tukang0.0830 oh Mandor

6 03-7394-2008 6.17 10 kg Pembesian dengan besi polos / ulir 10.5000 kg Besi polos / ulir0.1500 kg Kawat beton0.0700 oh Pekerja0.0700 oh Tukang batu0.0070 oh Kepala tukang0.0040 oh Mandor

1 kg Pembesian dengan besi polos / ulir 7 03-7394-2008 6.21 1 M2 Memasang Bekisting untuk sloof

0.0450 m3 Kayu kelas III (terentang)0.3000 kg Paku biasa 2"-5"0.1000 ltr Minyak bekisting0.5200 oh Pekerja0.2600 oh Tukang batu0.0260 oh Kepala tukang0.0260 oh Mandor

8 03-7394-2008 6.22 1 M2 Memasang Bekisting untuk kolom0.0400 m3 Kayu kelas III (terentang)0.4000 kg Paku biasa 2"-5"0.2000 ltr Minyak bekisting0.0150 m3 Balok kayu kelas II0.3500 lbr Multiplex 6 mm2.0000 btg Dolken kayu dia 8-10 cm / 4 m0.6600 oh Pekerja0.3300 oh Tukang batu0.0330 oh Kepala tukang0.0330 oh Mandor

9 03-7394-2008 6.23 1 M2 Memasang Bekisting untuk balok

0.0400 m3 Kayu kelas III (terentang)0.4000 kg Paku biasa 2"-5"0.2000 ltr Minyak bekisting0.0180 m3 Balok kayu kelas II0.3500 lbr Multiplex 6 mm2.0000 btg Dolken kayu dia 8-10 cm / 4 m0.6600 oh Pekerja0.3300 oh Tukang batu0.0330 oh Kepala tukang0.0330 oh Mandor

10 03-7394-2008 6.24 1 M2 Memasang Bekisting untuk lantai0.0400 m3 Kayu kelas III (terentang)0.4000 kg Paku biasa 2"-5"0.2000 ltr Minyak bekisting0.0150 m3 Balok kayu kelas II0.3500 lbr Multiplex 6 mm2.0000 btg Dolken kayu dia 8-10 cm / 4 m0.6600 oh Pekerja0.3300 oh Tukang batu0.0330 oh Kepala tukang0.0330 oh Mandor

11 03-7394-2008 6.26 1 M2 Memasang Bekisting untuk tangga0.0300 m3 Kayu kelas III (terentang)0.4000 kg Paku biasa 2"-5"0.1500 ltr Minyak bekisting0.0150 m3 Balok kayu kelas II0.3500 lbr Multiplex 6 mm2.0000 btg Dolken kayu dia 8-10 cm / 4 m0.6600 oh Pekerja0.3300 oh Tukang batu0.0330 oh Kepala tukang0.0330 oh Mandor

12 Dihitung 1 M3 Beton bertulang praktis 15 x 15 :1.0000 m3 Beton K 225

149.5207 kg Besi13.3332 m2 Bekisting

Jml Total13 Dihitung 1 M3 Beton bertulang sloof 15 x 20 :

1.0000 m3 Beton K 225173.2849 kg Besi13.3320 m2 Bekisting

Jml Total14 Dihitung 1 M3 Beton bertulang sloof 15 x 25 ( Asrama ) :

1.0000 m3 Beton K 225144.9191 kg Besi13.3335 m2 Bekisting

Jml Total15 Dihitung 1 M3 Beton bertulang sloof 20 x 40 ( Asrama ) :

1.0000 m3 Beton K 225153.8700 kg Besi10.0000 m2 Bekisting

Jml Total16 Dihitung 1 M3 Beton bertulang sloof 20 x 30 ( Aula ) :

1.0000 m3 Beton K 225197.3039 kg Besi10.0002 m2 Bekisting

Jml Total17 Dihitung 1 M3 Beton bertulang balok 20 x 40 B1 ( Aula ) :

1.0000 m3 Beton K 225144.1000 kg Besi12.5000 m2 Bekisting

Jml Total18 Dihitung 1 M3 Beton bertulang balok 20 x 30 B2 ( Aula ) :

1.0000 m3 Beton K 225

177.6702 kg Besi13.3336 m2 Bekisting

Jml Total19 Dihitung 1 M3 Beton bertulang balok 15 x 25 B3 ( Aula ) :

1.0000 m3 Beton K 225187.2023 kg Besi17.3336 m2 Bekisting

Jml Total20 Dihitung 1 M3 Beton bertulang balok 15 x 20 B4 ( Aula ) :

1.0000 m3 Beton K 225219.5311 kg Besi18.3332 m2 Bekisting

Jml Total21 Dihitung 1 M3 Beton bertulang balok 30 x 70 B1 (Asrama ) :

1.0000 m3 Beton K 225153.5364 kg Besi

5.2382 m2 BekistingJml Total

21 Dihitung 1 M3 Beton bertulang balok 25 x 50 B2 ( Asrama ) :1.0000 m3 Beton K 225

198.1280 kg Besi10.0000 m2 Bekisting

Jml Total22 Dihitung 1 M3 Beton bertulang balok 20 x 30 B3 ( Asrama ) :

1.0000 m3 Beton K 225184.0703 kg Besi13.3336 m2 Bekisting

Jml Total23 Dihitung 1 M3 Beton bertulang balok 15 x 25 B3 (Asrama) :

1.0000 m3 Beton K 225153.3032 kg Besi17.3336 m2 Bekisting

Jml Total24 Dihitung 1 M3 Beton bertulang balok 15 x 25 B4 (Asrama) :

1.0000 m3 Beton K 225156.4393 kg Besi17.3336 m2 Bekisting

Jml Total25 Dihitung 1 M3 Beton bertulang plat konsol penyangga talang t = 15 cm :

1.0000 m3 Beton K 22521.068 kg Besi6.667 m2 Bekisting

Jml Total26 Dihitung 1 M3 Beton bertulang ring balok 15 x 25 RB1 ( Asrama / Aula ) :

1.0000 m3 Beton K 225144.9191 kg Besi13.3335 m2 Bekisting

Jml Total27 Dihitung 1 M3 Beton bertulang ring balok 15 x 20 RB 2 ( Asrma ) :

1.0000 m3 Beton K 225173.2849 kg Besi13.3332 m2 Bekisting

Jml Total28 Dihitung 1 M3 Beton bertulang ring balok 15 x 25 RB3 ( Aula ) :

1.0000 m3 Beton K 225144.9191 kg Besi13.3335 m2 Bekisting

Jml Total29 Dihitung 1 M3 Beton bertulang kolom 30 x 50 K1 ( Asrama ) :

1.0000 m3 Beton K 225149.3515 kg Besi10.6672 m2 Bekisting

Jml Total30 Dihitung 1 M3 Beton bertulang kolom 30 x 30 K2 ( Asrama ) :

1.0000 m3 Beton K 225106.9012 kg Besi13.3332 m2 Bekisting

Jml Total31 Dihitung 1 M3 Beton bertulang kolom 20 x 20 ( Asrama / Aula ) :

1.0000 m3 Beton K 225135.8600 kg Besi20.0000 m2 Bekisting

Jml Total32 Dihitung 1 M3 Beton bertulang kolom atas talang 15 x 30 ( Asrama ) :

1.0000 m3 Beton K 225126.0032 kg Besi19.9998 m2 Bekisting

Jml Total33 Dihitung 1 M3 Beton bertulang kolom 15 x 50 ( Asrama ) :

1.0000 m3 Beton K 22579.2687 kg Besi17.3329 m2 Bekisting

Jml Total

33 Dihitung 1 M3 Beton bertulang kolom 30 x 70 K1 ( Aula ) :1.0000 m3 Beton K 225

169.9082 kg Besi9.5240 m2 Bekisting

Jml Total34 Dihitung 1 M3 Beton bertulang kolom 30 x 30 K2 ( Aula ) :

1.0000 m3 Beton K 225157.8651 kg Besi13.3332 m2 Bekisting

Jml Total35 Dihitung 1 M3 Beton bertulang balok tangga 15 x 25 ( Asrama ) :

1.0000 m3 Beton K 225192.2264 kg Besi17.3336 m2 Bekisting

Jml Total36 Dihitung 1 M3 Beton bertulang kolom 15 x 20 (Pos jaga ) :

1.0000 m3 Beton K 225169.3550 kg Besi23.3331 m2 Bekisting

Jml Total37 Dihitung 1 M3 Beton bertulang kuda-kuda 15 x 25 B3 ( Mushola ) :

1.0000 m3 Beton K 225187.2023 kg Besi17.3336 m2 Bekisting

Jml Total38 Dihitung 1 M3 Beton bertulang kolom 30 x 30 (Doorlupe ) :

1.0000 m3 Beton K 22570.8615 kg Besi13.3332 m2 Bekisting

Jml Total39 Dihitung 1 M3 Beton bertulang pedestal 30x40 ( Aula ) :

1.0000 m3 Beton K 22552.4896 kg Besi5.8331 m2 Bekisting

Jml Total40 Dihitung 1 M3 Beton bertulang pedestal 25x30 ( Asrama ) :

1.0000 m3 Beton K 22576.1248 kg Besi7.3332 m2 Bekisting

Jml Total41 Dihitung 1 Bh Pondasi foot plat 175x175 F1 ( Asrama ) :

4.5938 m3 Galian tanah1.8375 m3 Urugan kembali0.3063 m3 Urugan pasir0.1531 m3 Beton K 1000.7656 m3 Beton K 225

81.7020 kg Besi1.4000 m2 Bekisting

Jml Total42 Dihitung 1 Bh Pondasi foot plat 100x100 F2 ( Asrama ) :

1.0000 m3 Galian tanah0.4000 m3 Urugan kembali0.1000 m3 Urugan pasir0.0500 m3 Beton K 1000.2500 m3 Beton K 225

32.7972 kg Besi0.8000 m2 Bekisting

Jml Total43 Dihitung 1 Bh Pondasi foot plat 80x80 F2 ( Asrama ) :

0.6400 m3 Galian tanah0.2560 m3 Urugan kembali0.0640 m3 Urugan pasir0.0320 m3 Beton K 1000.1600 m3 Beton K 225

21.5100 kg Besi0.6400 m2 Bekisting

Jml Total44 Dihitung 1 Bh Pondasi foot plat 120x120 F1 ( Aula ) :

1.5840 m3 Galian tanah0.6336 m3 Urugan kembali0.0720 m3 Urugan pasir0.0720 m3 Beton K 1000.3600 m3 Beton K 225

50.2048 kg Besi0.9600 m2 Bekisting

Jml Total45 Dihitung 1 Bh Pondasi foot plat tangga 60x150 F3 ( Asrama ) :

0.9750 m3 Galian tanah0.3900 m3 Urugan kembali0.0488 m3 Urugan pasir0.0488 m3 Beton K 1000.2438 m3 Beton K 225

26.1280 kg Besi0.8600 m2 Bekisting

Jml Total46 Dihitung 1 M3 Beton bertulang plat T = 10 cm

1.0000 m3 Beton K 22562.000 kg Besi10.000 m2 Bekisting

Jml Total47 Dihitung 1 M3 Beton bertulang plat lantai T = 12 cm

1.0000 m3 Beton K 22592.996 kg Besi8.333 m2 Bekisting

Jml Total48 Dihitung 1 M3 Beton bertulang plat tangga T = 12 cm

1.000 m3 Beton K 225189.137 kg Besi

8.333 m2 BekistingJml Total

49 Dihitung 1 M3 Beton bertulang plat T = 8 cm1.0000 m3 Beton K 225

49.1250 kg Besi12.500 m2 Bekisting

Jml Total50 Dihitung 1 M3 Beton bertulang plat T = 6 cm

1.0000 m3 Beton K 22565.2380 kg Besi16.667 m2 Bekisting

Jml Total51 Dihitung 1 Bh Beton bertulang poor mini pail 60x120 t= 40 cm (Aula)

0.288 m3 Beton K 30048.980 kg Besi1.440 m2 Bekisting

Jml TotalF. PEKERJAAN KAYU ATAP 1 03-3434-2008 6.15 1 M3 Memasang konstruksi gording kayu kelas II

1.1000 m3 Kayu kruing balok15.0000 kg Besi strip3.0000 kg Paku biasa 2"-5"2.4000 oh Pekerja7.2000 oh Tukang kayu0.7200 oh Kepala tukang0.1200 oh Mandor

2 03-3434-2008 6,15a 1 M3 Memasang konstruksi nok / jurai kayu kelas II 1.1000 m3 Kayu kruing balok

15.0000 kg Besi strip3.0000 kg Paku biasa 2"-5"2.4000 oh Pekerja7.2000 oh Tukang kayu0.7200 oh Kepala tukang0.1200 oh Mandor

3 03-3434-2008 6.16 1 M2 Memasang rangka atap genteng glazur, kayu kelas II0.0140 m3 Kayu kelas II kruing (5x7) cm0.0080 m3 Reng bengkirai (3x5) cm0.2500 kg Paku biasa 2"-5"0.1000 oh Pekerja0.1000 oh Tukang kayu0.0100 oh Kepala tukang0.0050 oh Mandor

4 03-3434-2008 6.22 1 M' Memasang listplank Uk ( 3x30 ) cm kayu kelas II 0.0110 m3 Kayu kelas II bengkirai papan0.0500 kg Paku biasa 2"-5"0.1000 oh Pekerja0.2000 oh Tukang kayu0.0200 oh Kepala tukang0.0050 oh Mandor

5 3434-2008 1 M' Memasang reiter kayu kruing ( 2x20 ) cm

0.004 m3 Kayu kruing

0.040 kg Paku biasa 2"-5"

0.175 oh Pekerja

0.175 oh Tukang kayu

0.010 oh Kepala tukang0.004 oh Mandor

G. PEKERJAAN PENUTUP ATAP1 03-3436-2002 6.3 1 M2 Pasang atap genteng glazur

18.0000 bh Genteng glazur0.1500 oh Pekerja0.0600 oh Tukang kayu0.0060 oh Kepala tukang0.0080 oh Mandor

2 03-3436-2002 6.5 1 M' Pasang bubungan genteng glazur 4.0000 bh Bubungan genteng glazur8.0000 kg Portland Cemen ( PC )0.0320 m3 Pasir pasang0.4000 oh Pekerja0.2000 oh Tukang kayu0.0200 oh Kepala tukang0.0020 oh Mandor

3 03-3436-2002 6.42 1 M2 Pasang alluminium foil / sisalation1.0500 m2 Alluminium foil0.1500 oh Pekerja0.0500 oh Tukang kayu0.0050 oh Kepala tukang0.1200 oh Mandor

4 03-7393-2008 6.18 1 M' Pasang talang jurai seng BJLS 28 lebat 90 cm

1.0500 lbr Seng plat0.0150 kg Paku biasa 1"-2,5"0.0190 m3 Papan kelas II0.2000 oh Pekerja0.4000 oh Tukang kayu0.0250 oh Kepala tukang0.0100 oh Mandor

H. PEKERJAAN LANGIT-LANGIT1 03-2839-2008 6.7 1 M2 Plafond gypsum board (120x240) tebal 9 mm:

0.3640 lbr Gypsum Board 9 mm1.0250 btg Rangka hollow 2x4 cm t = 0,35 mm3.0000 bh Stifenner0.1100 kg Paku keling/sekrup

4.0000 bh Penggantung dan Ramzet0.1000 oh Pekerja0.0500 oh Tukang kayu0.0050 oh Kepala tukang0.0050 oh Mandor

2 03-2839-2008 6.7 1 M2 Plafond kalsiboard (120x240) tebal 4 mm:

0.3640 lbr Kalsiboar 4 mm1.0250 btg Rangka hollow 2x4 cm3.0000 bh Stifenner0.1100 kg Paku keling/sekrup

4.0000 bh Penggantung dan Ramzet0.1000 oh Pekerja0.0500 oh Tukang kayu0.0050 oh Kepala tukang0.0050 oh Mandor

3 Hitung 1 M2 Kompon plat0.0784 zak Semen gypsum0.1500 lbr Amplas0.1600 oh Pekerja0.0800 oh Tukang batu0.0080 oh Kepala tukang0.0080 oh Mandor

4 03-2839-2008 6.9 1m' Pasang list plafond gypsum1.0000 m' m' List Profil Gypsum 0.6500 kg kg Compon1.0000 ls Upah

I. PEKERJAAN KAYU KUSEN1 03-3434-2008 6.8 1 M2 Daun pintu dobel teakwood 9mm lapis HPL rangka ky bengkirai :

0.0250 m3 Kayu bengkirai0.0300 kg kg paku0.5000 kg Lem kayu2.0000 m2 HPL 2.0000 m2 Teakwood 9 mm0.6000 oh Pekerja2.0000 oh Tukang kayu0.2000 oh Kepala tukang0.0400 oh Mandor

J. PEKERJAAN BESI 1 03-7393-2008 6.2 1 Kg Pasang rangka kuda-kuda baja IWF :

1.1500 kg Besi IWF0.0600 oh Pekerja0.0600 oh Tukang besi0.0060 oh Kepala tukang0.0030 oh Mandor

2 03-7393-2008 6.2 1 m2 Pasang mainan listplank hollow 4x4 ( Aula ) :9.1000 m' pipa hollow kotak 4x4 t = 2 mm

12.0000 tk las

0.0300 oh Pekerja0.0300 oh Tukang besi0.0030 oh Kepala tukang0.0015 oh Mandor

K. PEKERJAAN KUSEN ALLUMINIUM1 03-7393-2008 6.11 1 Unit Kusen alumunium Type J1 ( Asrama )

125.880 m' Rangka kusen alumunium 4" (brown)

64.200 m' Frame daun jendela / BV 131.640 m' Tube sealant65.820 m' Silicon gel

180.000 bh Sekrup fixer1.000 unit Upah

2 03-7393-2008 6.11 1 Unit Kusen alluminium Type J2 ( Asrama )

83.920 m' Rangka kusen alumunium 4" (brown)

42.800 m' Frame daun bv87.760 m' Tube sealant43.880 m' Silicon gel

120.000 bh Sekrup fixer1.000 unit Upah

3 03-7393-2008 6.11 1 Unit Kusen alluminium Type J3 ( Asrama )

48.320 m' Rangka kusen alumunium 4" (brown)

25.120 m' Frame daun jendela

17.120 m' Frame daun bv37.120 m' Tube sealant18.560 m' Silicon gel

112.000 bh Sekrup fixer1.000 unit Upah

4 03-7393-2008 6.11 1 Unit Kusen alluminium Type J4 ( Asrama )

12.480 m' Rangka kusen alumunium 4" (brown)

6.480 m' Frame daun jendela

4.480 m' Frame daun bv

9.680 m' Tube sealant

4.840 m' Silicon gel

28.000 bh Sekrup fixer

1.000 unit Upah

5 03-7393-2008 6.11 1 Unit Kusen alluminium Type J5 tampak depan ( Asrama )

79.400 m' Rangka kusen allumunium 4" (brown)

184.600 m' Tube sealant

92.300 m' Silicon gel

76.000 bh Sekrup fixer

1.000 unit Upah

6 03-7393-2008 6.11 1 Unit Kusen alluminium Type BV ( Asrama )

4.080 m' Rangka kusen allumunium 4" (brown)

4.000 m' Frame daun bv4.280 m' Tube sealant2.140 m' Silicon gel

12.000 bh Sekrup fixer1.000 unit Upah

7 03-7393-2008 6.11 1 Unit Kusen alluminium Type P2 ( Asrama )

10.600 m' Rangka kusen alumunium 4" (brown)

12.800 m' Rangka daun pintu

4.800 m' Frame daun jendela / bv

15.920 m' Tube sealant7.960 m' Silicon gel

21.000 bh Sekrup fixer1.000 unit Upah

8 03-7393-2008 6.11 1 Unit Kusen alluminium Type P3 ( Asrama )

8.270 m' Rangka kusen alumunium 4" (brown)

2.540 m' Rangka daun bv

2.240 m' Tube sealant1.120 m' Silicon gel

14.000 bh Sekrup fixer1.000 unit Upah

9 03-7393-2008 6.11 1 Unit Kusen alluminium Type PJ1 ( Aula )

21.200 m' Rangka kusen alumunium 4" (brown)

11.600 m' Rangka daun pintu

9.520 m' Rangka daun juendela / bv

48.880 m' Tube sealant

24.440 m' Silicon gel36.000 bh Sekrup fixer1.000 unit Upah

10 03-7393-2008 6.11 1 Unit Kusen alluminium Type PJ2 ( Aula )

17.250 m' Rangka kusen alumunium 4" (brown)

14.200 m' Rangka daun juendela / bv

22.200 m' Tube sealant

11.100 m' Silicon gel33.000 bh Sekrup fixer1.000 unit Upah

11 03-7393-2008 6.11 1 Unit Kusen alluminium Type PBV ( Aula )

13.300 m' Rangka kusen alumunium 4" (brown)

7.000 m' Rangka daun juendela / bv

10.360 m' Tube sealant

5.180 m' Silicon gel22.000 bh Sekrup fixer1.000 unit Upah

12 03-7393-2008 6.11 1 Unit Kusen alluminium Type J1 ( Aula )

11.140 m' Rangka kusen alumunium 4" (brown)

11.600 m' Rangka daun juendela / bv

18.240 m' Tube sealant

9.120 m' Silicon gel24.000 bh Sekrup fixer1.000 unit Upah

13 03-7393-2008 6.11 1 Unit Kusen alluminium Type BV ( Aula )

4.520 m' Rangka kusen alumunium 4" (brown)

4.400 m' Rangka daun juendela / bv

6.320 m' Tube sealant

3.160 m' Silicon gel8.000 bh Sekrup fixer1.000 unit Upah

14 03-7393-2008 6.11 1 Unit Kusen alluminium Type P2 ( Aula )

11.190 m' Rangka kusen allumunium 4" (brown)

11.000 m' Rangka daun pintu

29.800 m' Tube sealant

14.900 m' Silicon gel26.000 bh Sekrup fixer1.000 unit Upah

15 03-7393-2008 6.11 1 Unit Kusen alluminium Type P3 ( Aula )

11.200 m' Rangka kusen allumunium 4" (brown)

5.120 m' Rangka daun juendela / bv

8.080 m' Tube sealant

4.040 m' Silicon gel19.000 bh Sekrup fixer1.000 unit Upah

16 03-7393-2008 6.11 1 Unit Kusen alluminium Type P4 ( Aula )7.900 m' Rangka kusen allumunium 4" (brown)

2.400 m' Rangka daun juendela / bv

3.720 m' Tube sealant

1.860 m' Silicon gel16.000 bh Sekrup fixer1.000 unit Upah

17 03-7393-2008 6.11 1 Unit Kusen alluminium Type BV atas ( Aula )

3.600 m' Rangka kusen allumunium 4" (brown)

0.600 m2 Kaca talip bening 5 mm

3.200 m' Tube sealant

1.600 m' Silicon gel12.000 bh Sekrup fixer1.000 unit Upah

18 03-7393-2008 6.11 1 Unit Kusen alluminium Type P1 ( mushola )

6.110 m' Rangka kusen allumunium 4" (brown)

13.860 m' Rangka daun pintu aluminium brown

21.360 m' Tube sealant

10.680 m' Silicon gel12.000 bh Sekrup fixer1.000 unit Upah

19 03-7393-2008 6.11 1 Unit Kusen alluminium Type J1 ( mushola )

11.450 m' Rangka kusen allumunium 4" (brown)

7.920 m' Rangka daun juendela aluminium brown

24.480 m' Tube sealant

12.240 m' Silicon gel16.000 bh Sekrup fixer1.000 unit Upah

20 03-7393-2008 6.11 1 Unit Kusen alluminium Type J2 ( mushola )

10.160 m' Rangka kusen allumunium 4" (brown)

12.930 m' Rangka daun juendela aluminium brown

26.216 m' Tube sealant

13.108 m' Silicon gel18.000 bh Sekrup fixer1.000 unit Upah

21 03-7393-2008 6.11 1 Unit Kusen alluminium Type BV ( mushola )

2.680 m' Rangka kusen allumunium 4" (brown)

2.200 m' Rangka daun juendela aluminium brown

2.800 m' Tube sealant

1.400 m' Silicon gel8.000 bh Sekrup fixer1.000 unit Upah

22 03-7393-2008 6.11 1 Unit Kusen alluminium Type P1 ( pos jaga )

5.220 m' Rangka kusen allumunium 4" (brown)

6.580 m' Rangka daun pintu aluminium brown

11.600 m' Tube sealant

5.800 m' Silicon gel10.000 bh Sekrup fixer1.000 unit Upah

23 03-7393-2008 6.11 1 Unit Kusen alluminium Type J1 ( pos jaga )

20.500 m' Rangka kusen allumunium 4" (brown)

27.700 m' Tube sealant

13.850 m' Silicon gel26.000 bh Sekrup fixer1.000 unit Upah

L. PEKERJAAN CAT 1 03-24 6.1 1 M2 Mengikis / Mengerok Permukaan Cat Tembok Lama :

0.0500 kg Soda api0.1500 oh Pekerja0.0025 oh Mandor

2 03-24 6.8 1 M2 Pengecatan kayu baru ( 1 lap. Plamir ) 1 lap. Cat dasar & 2 lap cat penutup :

0.2000 kg Cat meni0.1500 kg Plamur0.1700 kg Cat dasar0.2600 kg Cat penutup 2 kali0.0700 oh Pekerja0.0090 oh Tukang cat0.0060 oh Kepala tukang0.0025 oh Mandor

3 03-24 6.14 1 M2 Pengecatan tembok baru ( 1 lap. Plamir ) 1 lap. Cat dasar & 2 lap cat penutup :0.1000 kg Plamur0.1000 kg Cat dasar0.2600 kg Cat penutup 2 kali0.2600 lbr Amplas0.0200 oh Pekerja0.0630 oh Tukang cat0.0063 oh Kepala tukang0.0025 oh Mandor

4 03-24 6.15 1 M2 Pengecatan tembok lama ( 1 lap. Plamir ) 1 lap. Cat dasar & 2 lap cat penutup :0.1000 kg Cat dasar0.1800 kg Cat penutup 2 kali0.2600 lbr Amplas0.0280 oh Pekerja0.0420 oh Tukang cat0.0042 oh Kepala tukang0.0025 oh Mandor

M. PEKERJAAN KACA1 6.17 1 M2 Memasang kaca bening 5 mm :

1.1000 m2 Kaca bening 5 mm0.0150 oh Pekerja0.1500 oh Tukang0.0150 oh Kepala tukang0.0008 oh Mandor

2 6,17a 1 M2 Memasang kaca bening 12 mm :1.1000 m2 Kaca bening 12 mm0.0150 oh Pekerja0.1500 oh Tukang0.0150 oh Kepala tukang0.0008 oh Mandor

N. PEKERJAAN SANITASI1 6.25 1 M' Pasang pipa GIP 1 1/2" :

1.2000 m' Pipa GIP 1 1/2"0.3500 ls Perlengkapan 35 % harga pipa0.1080 oh Pekerja0.1800 oh Tukang0.0180 oh Kepala tukang0.0540 oh Mandor

2 6.25 1 M' Pasang pipa PVC AW 1/2" :1.2000 m' Pipa PVC0.3500 ls Perlengkapan 35 % harga pipa0.0360 oh Pekerja0.0600 oh Tukang0.0060 oh Kepala tukang0.0018 oh Mandor

3 1 M' Pasang pipa PVC 3/4" :1.2000 m' Pipa PVC0.3500 ls Perlengkapan 35 % harga pipa0.0360 oh Pekerja0.0600 oh Tukang0.0060 oh Kepala tukang0.0018 oh Mandor

4 1 M' Pasang pipa PVC 1" :1.2000 m' Pipa PVC0.3500 ls Perlengkapan 35 % harga pipa0.0360 oh Pekerja0.0600 oh Tukang0.0060 oh Kepala tukang0.0018 oh Mandor

5 1 M' Pasang pipa PVC 1 1/2" :1.2000 m' Pipa PVC0.3500 ls Perlengkapan 35 % harga pipa0.0360 oh Pekerja0.0600 oh Tukang0.0060 oh Kepala tukang0.0018 oh Mandor

6 6.29 1 M' Pasang pipa PVC 2" :1.2000 m' Pipa PVC0.3500 ls Perlengkapan 35 % harga pipa0.0540 oh Pekerja0.0900 oh Tukang0.0090 oh Kepala tukang0.0027 oh Mandor

7 6.31 1 M' Pasang pipa PVC 3" :1.2000 m' Pipa PVC0.3500 ls Perlengkapan 35 % harga pipa0.0810 oh Pekerja0.1350 oh Tukang0.0140 oh Kepala tukang0.0041 oh Mandor

8 1 M' Pasang pipa PVC 4" :1.2000 m' Pipa PVC0.3500 ls Perlengkapan 35 % harga pipa0.0810 oh Pekerja0.1350 oh Tukang0.0140 oh Kepala tukang0.0041 oh Mandor

9 6.1 1 Bh Memasang Klosed duduk monoblok ( TOTO ) :1.0000 bh Klosed duduk0.0600 ls Perlengkapan 6 % harga pipa3.3000 oh Pekerja1.1000 oh Tukang0.0010 oh Kepala tukang0.1600 oh Mandor

10 6.5 1 Bh Memasang Wastafel :1.0000 bh Wastafel meja oval0.3000 ls Perlengkapan 30 % harga pipa6.0000 kg Portland cement0.0100 m3 Pasir pasang1.2000 oh Pekerja0.1450 oh Tukang0.1500 oh Kepala tukang0.1000 oh Mandor

11 6.5 1 Bh Memasang Shower lengkap :1.0000 bh Shower0.3000 ls Perlengkapan 30 % harga pipa6.0000 kg Portland cement0.0100 m3 Pasir pasang1.2000 oh Pekerja0.1450 oh Tukang0.1500 oh Kepala tukang

0.1000 oh Mandor

12 6.36 1 Bh Memasang Floor Drain1.0000 bh Floor Drain0.0100 oh Pekerja0.1000 oh Tukang0.0100 oh Kepala tukang0.0050 oh Mandor

13 6.35 1 Bh Memasang Kran dia 3/4" dan 1/2"1.0000 bh Kran air1.0000 set Seal tape0.0100 oh Pekerja0.1000 oh Tukang0.0100 oh Kepala tukang0.0050 oh Mandor

14 1 M2 Pasang paving blok Holland t = 6 cm : K 30045.0000 bh paving holland t = 6 cm0.0800 m3 Pasir pasang0.4000 oh pekerja0.2000 oh tukang batu0.0200 oh kepala tukang0.0200 oh mandor

15 1 M' Pasang kansteen beton2.0000 bh kansteen 10x20x500.0500 m3 Pasir pasang0.1000 oh pekerja0.0500 oh kepala tukang 0.0100 oh mandor

16 1 M' Saluran U 30 :0.4000 m2 pas. batu bata 1:50.2400 m2 plesteran 1:50.0100 m3 pasir urug0.0400 m3 galian tanah1.0000 m' buis beton U 30

17 1 BH Bak kontrol U 30 :0.3600 m2 m2 pas.batu bata 1:50.0100 m3 m3 pas. koral0.0045 m3 m3 pasir urug0.5040 m3 m2 plester 1:50.0429 m3 m3 galian tanah

18 1 M' Saluran O 30 :0.4000 m2 pas. batu bata 1:50.0100 m3 pasir urug0.0400 m3 galian tanah1.0000 m' buis beton 0 30

19 1 M' Pasang grill penutup saluran10.3675 kg besi siku 50.50.56.3200 kg besi dia 16 mm

15.0000 ttk las0.4000 oh pekerja0.2000 oh tukang 0.0200 oh kepala tukang0.0200 oh mandor

20 1 M2 Pasang atap Pollycarbonate datar 1.2000 m2 m2 pollycarbonat datar 0.4700 kg kg angkur baut0.2300 oh tukang0.0230 oh kepala tukang0.0230 oh mandor

21 1 Unit Memasang rangka atap doorloop rangka pipa hitam 11.6 m' kuda-kuda pipa hitam 2"

75.0000 m' gording pipa hitam 1"15.3600 kg plat landas 6 mm 14.9760 kg angkur baut 16 mm1.0000 ls las0.0520 oh mandor0.1050 oh kep tukang besi1.0500 oh tukang besi1.0500 oh pekerja

22 1 Unit Memasang resapan dari bis beton + penutup1.500 m' galian tanah

1.0000 bh Bis beton ø 80 cm0.0500 m3 Penutup dari plat beton t = 5 cm1.0000 bh besi pengan tutup