Semen porteland 50 kg 16200 Kg X Jumlah 1 Daftar Analis Pekerjaan Hal 12 2

Semen porteland 50 kg 16200 kg x jumlah 1 daftar

This preview shows page 11 - 15 out of 33 pages.

Semen porteland (50 kg) 1.6200 Kg X = - + Jumlah ( 1 ) = -
Image of page 11
Daftar Analis Pekerjaan Hal. 12 2. Tenaga - Pekerja 0.2500 OH X = - - Mandor 0.0300 OH X - - Tukang Batu 0.3500 OH X = - - Kepala Tukang 0.0350 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 18 1 M3 Pekerjaan Beton Tumbuk Cam 1:3:5 1. Bahan - Semen PC 218.0000 Kg X = - - Pasir beton / pasang 0.5200 m3 X = - - Kerikil 0.8700 m3 X = - + Jumlah ( 1 ) = - 2. Tenaga - Pekerja 1.6500 OH X = - - Tukang Batu 0.2500 OH X - - Kepala Tukang 0.0250 OH X = - - Mandor 0.0800 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 19 1 M3 Pekerjaan Beton Bertulang Cam 1:2:3 1. Bahan - Semen PC 232.0000 Kg X = - - Pasir beton / pasang 0.5400 m3 X = - - Kerikil 0.8100 m3 X = - + Jumlah ( 1 ) = - 2. Tenaga - Pekerja 1.6500 OH X = - - Tukang Batu 0.2500 OH X - - Kepala Tukang 0.0250 OH X = - - Mandor 0.0800 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 20 1 Kg Pekerjaan Tulangan Besi 1. Bahan - Tulangan besi beton polos 1.0500 Kg X = - - Kawat beton / bindrat 0.0150 Kg X = - Jumlah ( 1 ) = - 2. Tenaga - Pekerja 0.0070 OH X = - - Tukang Besi 0.0070 OH X - - Kepala Tukang 0.0007 OH X = - - Mandor 0.0030 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 21 1 M2 Pekerjaan Begisting Sloof 1. Bahan - Kayu bekisting (klas III) 0.0450 m3 X = - - Paku 0.3000 kg X = - - Minyak Begisting 0.1000 ltr X = - + Jumlah ( 1 ) = - 2. Tenaga - Pekerja 0.3000 OH X = - - Tukang Batu 0.2600 OH X - - Kepala Tukang 0.0260 OH X = - - Mandor 0.0050 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 22 1 M2 Pekerjaan Begisting Kolom 1. Bahan - Kayu bekisting (klas III) 0.0400 m3 X = - - Paku 0.4000 Kg X = - - Minyak Begisting 0.2000 Ltr X = - - Kayu Begisting 0.0150 m3 X = - - Dolken galam dia. 8-10/4 m 2.0000 Btg X = - + Jumlah ( 1 ) = -
Image of page 12
Daftar Analis Pekerjaan Hal. 13 2. Tenaga - Pekerja 0.3000 OH X = - - Mandor 0.0060 OH X - - Tukang Kayu 0.3300 OH X = - - Kepala Tukang 0.0330 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 23 1 M2 Pekerjaan Begisting Balok 1. Bahan - Kayu bekisting (klas III) 0.0400 m3 X = - - Paku 0.4000 Kg X = - - Minyak Begisting 0.2000 Ltr X = - - Kayu Begisting 0.0180 m3 X = - - Dolken galam dia. 5-7/4 m 2.0000 Btg X = - + Jumlah ( 1 ) = - 2. Tenaga - Pekerja 0.3000 OH X = - - Mandor 0.0060 OH X - - Tukang Kayu 0.3300 OH X = - - Kepala Tukang 0.0330 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 24 1 M3 Membuat Sloof Beton Bertulang 15/20 Camp. 1:2:3 Bahan - Beton campuran 1 : 2 :3 1.0000 M3 X = - - Tulangan besi (dia. 12 dan 8) 112.2590 Kg X = - - Bekisting sloof 13.3333 M2 X = - + Jumlah = - 25 1 M3 Membuat Sloof Beton Bertulang 12/15 Camp. 1:2:3 Bahan - Beton campuran 1 : 2 :3 1.0000 M3 X = - - Tulangan besi (dia 10 dan 6) 186.3200 Kg X = - - Bekisting sloof 16.6667 M2 X = - + Jumlah = - 26 1 M3 Membuat Kolom Beton Bertulang 12/12 Camp. 1:2:3 Bahan - Beton campuran 1 : 2 :3 1.0000 M3 X = - - Tulangan besi (dia 10 dan 6) 219.5560 Kg X = - - Bekisting kolom 2 x pakai 8.3333 M2 X = - + Jumlah = - 27 1 M3 Membuat Kolom Beton Bertulang 15/15 Camp. 1:2:3 Bahan - Beton campuran 1 : 2 :3 1.0000 M3 X = - - Tulangan besi (dia 10 dan 6) 180.0890 Kg X = - - Bekisting kolom 2 x pakai 13.3333 M2 X = - + Jumlah = - 28 1 M3 Membuat Balok Beton Bertulang 15/15 Camp. 1:2:3 Bahan - Beton campuran 1 : 2 :3 1.0000 M3 X = - - Tulangan besi (dia 10 dan 6) 180.0890 Kg X = - - Bekisting balok 2 x pakai 10.2260 M2 X = - + Jumlah = - 29 1 M3 Membuat Ring Balok Beton Bertulang 12/15 Camp. 1:2:3 Bahan - Beton campuran 1 : 2 :3 1.0000 M3 X = - - Tulangan besi (dia. 10 dan 6) 117.0000 Kg X = - - Bekisting balok 2 x pakai 11.6650 M2 X = - + Jumlah = - 30 1 M3 Rangka bawah kayu ulin /m3 panjang 2 m' 1. Bahan - Kayu ulin 1.1000 m3 X = - Jumlah ( 1 ) = - 2. Tenaga - Pekerja 5.0000 OH X = - - Mandor 0.2500 OH X - - Tukang Kayu 15.0000 OH X = - - Kepala Tukang 1.5000 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = -
Image of page 13
Daftar Analis Pekerjaan Hal. 14 31 1 M3 Rangka bawah kayu ulin /m3 panjang 4 m' 1. Bahan - Kayu ulin 1.1000 m3 X = - Jumlah ( 1 ) = - 2. Tenaga - Pekerja 5.0000 OH X = - - Mandor 0.2500 OH X - - Tukang Kayu 15.0000 OH X = - - Kepala Tukang 1.5000 OH X = - + Jumlah ( 2 ) = - Jumlah ( 1 ) + ( 2 ) = - 32 1 M3 Rangka bawah kayu meranti 1. Bahan - Kayu meranti 1.1000 m3 X = - Jumlah ( 1 ) = - 2. Tenaga - Pekerja 5.0000 OH
Image of page 14
Image of page 15

You've reached the end of your free preview.

Want to read all 33 pages?

  • Summer '20

  • Left Quote Icon

    Student Picture

  • Left Quote Icon

    Student Picture

  • Left Quote Icon

    Student Picture

Stuck? We have tutors online 24/7 who can help you get unstuck.
A+ icon
Ask Expert Tutors You can ask You can ask You can ask (will expire )
Answers in as fast as 15 minutes