SOAL TES SEMESTER 4
DIKLAT/KOMPETENSI : GK1/RAB1 THN PEL : 2010/2011
KELAS /KOMP. KEAH : XI / TKBB WAKTU : 90 menit
I. Kerjakanlah Data Rencana Proyek dibawah ini sesuai dengan nomor absensi Anda.
| No | Uraian/Jenis Pekerjaan | Nomor Absensi Siswa |
| 1 | Pengukuran dan Pemasangan Bouwplank | 1, 6, 11, 16, 21, 26, 31 |
| 2 | Galian tanah biasa sedalam 1m | 1, 6, 11, 16, 21, 26, 31 |
| 3 | Mengurug Pasir Urug | 1, 6, 11, 16, 21, 26, 31 |
| 4 | Pasangan pondasi batu kosong (Anstamping) | 1, 6, 11, 16, 21, 26, 31 |
| 5 | Pasangan Pondasi batu kali 1Pc : 8Ps | 1, 6, 11, 16, 21, 26, 31 |
| 6 | Pasangan bata merah tebal 1/2 bata, 1Pc: 3Ps | 1, 6, 11, 16, 21, 26, 31 |
| 7 | Pasangan bata merah tebal 1/2 bata, 1Pc: 8Ps | 1, 6, 11, 16, 21, 26, 31 |
| 8 | Plesteran 1 Pc : 3 Ps, Tebal 15mm | 2, 7, 12, 17, 22, 27, 32 |
| 9 | Plesteran 1 Pc : 8 Ps. Tebal 15 mm | 2, 7, 12, 17, 22, 27, 32 |
| 10 | Pekerjaan Beton Tumbuk 1Pc:3Ps:5Kr | 2, 7, 12, 17, 22, 27, 32 |
| 11 | Pekerjaan Beton 1Pc:2Ps:3Kr | 2, 7, 12, 17, 22, 27, 32 |
| 12 | Pembesian dengan besi polos atau ulir | 2, 7, 12, 17, 22, 27, 32 |
| 13 | Pasang bekisting untuk sloof (3 kali pakai) | 2, 7, 12, 17, 22, 27, 32 |
| 14 | Pasang bekisting untuk kolom (3 kali pakai) | 3, 8, 13, 18, 23, 28 |
| 15 | Pasang bekisting untuk balok (3 kali pakai) | 3, 8, 13, 18, 23, 28 |
| 16 | Pekerjaan kusen pintu dan jendela kayu (kamper) | 3, 8, 13, 18, 23, 28 |
| 17 | Pekerjaan daun pintu dan jendela kaca kayu (kamper) | 3, 8, 13, 18, 23, 28 |
| 18 | Pekerjaan pintu panil kayu (kamper) | 3, 8, 13, 18, 23, 28 |
| 19 | Pasang jalusi Kusen Kayu (Kamfer) | 3, 8, 13, 18, 23, 28 |
| 20 | Pasangan konstruksi Kuda-kuda kayu (kamper) | 4, 9, 14, 19, 24, 29 |
| 21 | Pasang Gording/Nok/Murplat Kayu (Kamper) | 4, 9, 14, 19, 24, 29 |
| 22 | Pasang kaso + reng kayu (Kamper) | 4, 9, 14, 19, 24, 29 |
| 23 | Pasang lisplank (3 x 20) cm kayu (kamper) | 4, 9, 14, 19, 24, 29 |
| 24 | Pasang genteng bubung palentong | 4, 9, 14, 19, 24, 29 |
| 25 | Pasang genteng palentong | 4, 9, 14, 19, 24, 29 |
| 26 | Pasang rangka langit-langit (1,00 x 1,00) m, kayu (kamper) | 5, 10, 15, 20, 25, 30 |
| 27 | Langit-langit Eternit (1,00 x 1,00) m, Tebal 5 mm | 5, 10, 15, 20, 25, 30 |
| 28 | Pengecatan bid kayu baru (1 lps plamur, 1 lps cat dsr, 2 lps cat pnutup) | 5, 10, 15, 20, 25, 30 |
| 29 | Pengecatan Tembok/Eternit baru (1 lps plamur, 1 lps cat dsr, 2 lps cat pnutup) | 5, 10, 15, 20, 25, 30 |
| 30 | Pasang lantai keramik 30 x 30 KW 1 | 5, 10, 15, 20, 25, 30 |
| 31 | Pasang Engsel Pintu | 5, 10, 15, 20, 25, 30 |
Hitunglah :
- Daftar Analisa Satuan Pekerjaan (sesuai dengan nomor absensi Anda).
- Rencana Anggaran Biaya (sesuai dengan nomor absensi Anda).
Catatan :
- Kerjakan pada lembar soal/formulir yang sudah disediakan.
- Semua lembar soal/formulir dikumpulkan ke Pengawas Ruang.
| DAFTAR ANALISA SATUAN PEKERJAAN | ||||||
| Kode | Koefisien | Satuan | Pekerjaan/Material | Harga HOK/ | Harga | Jumlah |
| Bahan (Rp) | Semua (Rp) | Harga (Rp) | ||||
| SNI A.6.4 | 1M2 | Pengukuran dan Pemasangan Bouwplank | ||||
| 0,0120 | M3 | Kayu 5/7 | ||||
| 0,0070 | M3 | Papan Bouwplank | ||||
| 0,0200 | Kg | Paku | ||||
| 0,0050 | Org/hr | mandor | ||||
| 0,0100 | Org/hr | Kep Tukang | ||||
| 0,1000 | Org/hr | Tukang | ||||
| 0,1000 | Org/hr | Pekerja | ||||
| RSNI B.6.1 | 1M3 | Galian tanah biasa sedalam 1m | ||||
| 0,7500 | Org/hr | Pekerja | ||||
| 0,0250 | Org/hr | Mandor | ||||
| RSNI B.6.11 | 1M3 | Mengurug Pasir Urug | ||||
| 1,2000 | m3 | Pasir urug | ||||
| 0,3000 | Org/hr | Pekerja | ||||
| 0,0100 | Org/hr | Mandor | ||||
| RSNI C.6.9 | 1M3 | Pasangan pondasi batu kosong (Anstamping) | ||||
| 1,2000 | M3 | Batu belah | ||||
| 0,4320 | M3 | Pasir urug | ||||
| 0,7800 | Org/hr | Pekerja | ||||
| 0,3900 | Org/hr | Tukang batu | ||||
| 0,0390 | Org/hr | Kepala Tukang | ||||
| 0,0390 | Org/hr | Mandor | ||||
| RSNI C.6.5 | 1M3 | Pasangan Pondasi batu kali 1Pc : 8Ps | ||||
| 1,2000 | M3 | Batu belah putih | ||||
| 1,8200 | Zak | Semen Portland | ||||
| 0,5840 | M3 | Pasir Pasang | ||||
| 1,5000 | Org/hr | Pekerja | ||||
| 0,6000 | Org/hr | Tukang Batu | ||||
| 0,0600 | Org/hr | Kepala Tukang | ||||
| 0,0750 | Org/hr | Mandor | ||||
| RSNI D.6.8 | 1 M2 | Pasangan bata merah tebal 1/2 bata, 1Pc: 3Ps | ||||
| 70,0000 | Buah | Bata merah | ||||
| 0,2874 | Zak | Semen Portland | ||||
| 0,0400 | M3 | Pasir Pasang | ||||
| 0,0300 | Org/hr | Pekerja | ||||
| 0,1000 | Org/hr | Tukang batu | ||||
| 0,0100 | Org/hr | Kepala Tukang | ||||
| 0,0150 | Org/hr | Mandor | ||||
| RSNI D.6.12 | 1 M2 | Pasangan bata merah tebal 1/2 bata, 1Pc: 8Ps | ||||
| 70,0000 | Buah | Bata merah | ||||
| 0,1300 | Zak | Semen Portland | ||||
| 0,0500 | M3 | Pasir Pasang | ||||
| 0,3000 | Org/hr | Pekerja | ||||
| 0,1000 | Org/hr | Tukang batu | ||||
| 0,0100 | Org/hr | Kepala Tukang | ||||
| 0,0150 | Org/hr | Mandor | ||||
| DAFTAR ANALISA SATUAN PEKERJAAN | ||||||
| Kode | Koefisien | Satuan | Pekerjaan/Material | Harga HOK/ | Harga | Jumlah |
| Bahan (Rp) | Semua (Rp) | Harga (Rp) | ||||
| RSNI E.6.3 | 1M2 | Plesteran 1 Pc : 3 Ps, Tebal 15mm | ||||
| 0,1555 | Zak | Semen Portland | ||||
| 0,0230 | M3 | Pasir Pasang | ||||
| 0,2000 | Org/hr | Pekerja | ||||
| 0,1500 | Org/hr | Tukang batu | ||||
| 0,0150 | Org/hr | Kepala Tukang | ||||
| 0,0100 | Org/hr | Mandor | ||||
| RSNI E.6.8 | 1 M2 | Plesteran 1 Pc : 8 Ps. Tebal 15 mm | ||||
| 0,0691 | Zak | Semen Portland | ||||
| 0,0290 | M3 | Pasir Pasang | ||||
| 0,2000 | Org/hr | Pekerja | ||||
| 0,1500 | Org/hr | Tukang batu | ||||
| 0,0150 | Org/hr | Kepala Tukang | ||||
| 0,0100 | Org/hr | Mandor | ||||
| SNI G.6.1 | 1M3 | Pekerjaan Beton Tumbuk 1Pc:3Ps:5Kr | ||||
| 4,3600 | Zak | Sement Portland | ||||
| 0,5200 | M3 | Pasir beton | ||||
| 0,8700 | M3 | Koral Beton | ||||
| 200,0000 | l | Air | ||||
| 1,6500 | Org/hr | Pekerja | ||||
| 0,2500 | Org/hr | Tukang Batu | ||||
| 0,0700 | Org/hr | Kepala Tukang | ||||
| 0,0800 | Org/hr | Mandor | ||||
| SNI G.6.13 | 1M3 | Pekerjaan Beton 1Pc:2Ps:3Kr | ||||
| 6,7200 | Zak | Sement Portland | ||||
| 0,5400 | m3 | Pasir beton | ||||
| 0,8100 | m3 | Koral Beton | ||||
| 200,0000 | l | Air | ||||
| 2,0000 | Org/hr | Pekerja | ||||
| 0,3500 | Org/hr | Tukang Batu | ||||
| 0,0350 | Org/hr | Kepala Tukang | ||||
| 1,0000 | Org/hr | Mandor | ||||
| RSNI G.6.17 | 10 Kg | Pembesian dengan besi polos atau ulir | ||||
| 10,5000 | Kg | Besi beton (polos/ulir) | ||||
| 0,1500 | Kg | Kawat beton | ||||
| 0,0700 | Org/hr | Pekerja | ||||
| 0,0700 | Org/hr | Tukang besi | ||||
| 0,0070 | Org/hr | Kepala tukang | ||||
| 0,0040 | Org/hr | Mandor | ||||
| 1 KG | Pembesian | |||||
| RSNI G.6.21 | 1M2 | Pasang bekisting untuk sloof (3 kali pakai) | ||||
| 0,0150 | M3 | Kayu cetakan/begisting | ||||
| 0,3000 | Kg | Paku biasa 2" - 5" | ||||
| 0,1000 | Lt | Minyak bekisting | ||||
| 0,5200 | Org/hr | Pekerja | ||||
| 0,2600 | Org/hr | Tukang kayu | ||||
| 0,0260 | Org/hr | Kepala tukang | ||||
| 0,0260 | Org/hr | Mandor | ||||
| DAFTAR ANALISA SATUAN PEKERJAAN | ||||||
| Kode | Koefisien | Satuan | Pekerjaan/Material | Harga HOK/ | Harga | Jumlah |
| Bahan (Rp) | Semua (Rp) | Harga (Rp) | ||||
| RSNI G.6.22 | 1 M2 | Pasang bekisting untuk kolom (3 kali pakai) | ||||
| 0,0133 | M3 | Kayu cetakan/begisting | ||||
| 0,4000 | Kg | Paku biasa 2" - 5" | ||||
| 0,2000 | Lt | Minyak bekisting | ||||
| 0,0150 | M3 | Balok kayu kalimantan | ||||
| 0,3500 | Lbr | Plywood tebal 9 mm | ||||
| 2,0000 | btg | Dolken kayu galam diamt 8-10/4m | ||||
| 0,6600 | Org/hr | Pekerja | ||||
| 0,3300 | Org/hr | Tukang kayu | ||||
| 0,0330 | Org/hr | Kepala tukang | ||||
| 0,0330 | Org/hr | Mandor | ||||
| RSNI G.6.23 | 1M2 | Pasang bekisting untuk balok (3 kali pakai) | ||||
| 0,0133 | M3 | Kayu cetakan/begisting | ||||
| 0,4000 | Kg | Paku biasa 2" - 5" | ||||
| 0,2000 | Lt | Minyak bekisting | ||||
| 0,0180 | M3 | Balok kayu kalimantan | ||||
| 0,3500 | Lbr | Plywood tebal 9 mm | ||||
| 2,0000 | Btg | Dolken kayu 8-10/4m | ||||
| 0,6600 | Org/hr | Pekerja | ||||
| 0,3300 | Org/hr | Tukang kayu | ||||
| 0,0330 | Org/hr | Kepala tukang | ||||
| 0,0330 | Org/hr | Mandor | ||||
| RSNI F.6.2 | 1M3 | Pekerjaan kusen pintu dan jendela kayu (kamper) | ||||
| 1,2000 | M3 | Kayu (kamper) balok | ||||
| 1,2500 | Kg | Paku | ||||
| 6,0000 | Org/hr | Pekerja | ||||
| 18,0000 | Org/hr | Tukang Kayu | ||||
| 2,0000 | Org/hr | Kepala tukang kayu | ||||
| 0,3000 | Org/hr | Mandor | ||||
| RSNI F.6.6.b | 1M2 | Pekerjaan daun pintu dan jendela kaca kayu (kamper) | ||||
| 0,0240 | M3 | Kayu (kamper) ram | ||||
| 0,3000 | Kg | Lem Kayu | ||||
| 0,0800 | Org/hr | Pekerja | ||||
| 2,0000 | Org/hr | Tukang kayu | ||||
| 0,2000 | Org/hr | Kepala Tukang | ||||
| 0,0400 | Org/hr | Mandor | ||||
| RSNI F.6.5.b | 1 M2 | Pekerjaan pintu panil kayu (kamper) | ||||
| 0,0400 | M3 | Kayu (kamper) papan | ||||
| 0,5000 | Kg | Lem Kayu | ||||
| 1,0000 | Org/hr | Pekerja | ||||
| 2,5000 | Org/hr | Tukang kayu | ||||
| 0,2500 | Org/hr | Kepala tukang | ||||
| 0,0500 | Org/hr | Mandor | ||||
| RSNI F.6.10.b | 1 M2 | Pasang jalusi Kusen Kayu (Kamfer) | ||||
| 0,0600 | M3 | Kayu (kamper) ram | ||||
| 0,1500 | Kg | Paku biasa 1/2"-1" | ||||
| 0,5000 | Org/hr | Pekerja | ||||
| 2,0000 | Org/hr | Tukang kayu | ||||
| 0,2000 | Org/hr | Kepala Tukang | ||||
| 0,0250 | Org/hr | Mandor | ||||
| DAFTAR ANALISA SATUAN PEKERJAAN | ||||||
| Kode | Koefisien | Satuan | Pekerjaan/Material | Harga HOK/ | Harga | Jumlah |
| Bahan (Rp) | Semua (Rp) | Harga (Rp) | ||||
| RSNI F.6.13.b | 1M3 | Pasangan konstruksi Kuda-kuda kayu (kamper) | ||||
| 1,1000 | M3 | Kayu (kamper) balok | ||||
| 15,0000 | Kg | Besi strip | ||||
| 5,6000 | Kg | Paku biasa 2"-5" | ||||
| 4,0000 | Org/hr | Pekerja | ||||
| 12,0000 | Org/hr | Tukang Kayu | ||||
| 1,2000 | Org/hr | Kepala tukang | ||||
| 0,2000 | Org/hr | Mandor | ||||
| RSNI F.6.15b | 1 M3 | Pasang Gording/Nok/Murplat Kayu (Kamper) | ||||
| 1,1000 | m3 | Kayu (kamper) balok | ||||
| 3,0000 | kg | Paku | ||||
| 15,0000 | kg | Besi strip | ||||
| 2,4000 | Org/hr | Pekerja | ||||
| 7,2000 | Org/hr | Tukang Kayu | ||||
| 0,7200 | Org/hr | Kepala tukang | ||||
| 0,1200 | Org/hr | Mandor | ||||
| SNI F.6.31.b | 1M2 | Pasang kaso + reng kayu (Kamper) | ||||
| 0,0120 | M3 | Kayu (kamper) Usuk | ||||
| 0,1500 | Kg | Paku biasa 2"-5" | ||||
| 0,1000 | Org/hr | Pekerja | ||||
| 0,1000 | Org/hr | Tukang Kayu | ||||
| 0,0100 | Org/hr | Kepala tukang | ||||
| 0,0050 | Org/hr | Mandor | ||||
| RSNI F.6.21.b | 1 M1 | Pasang lisplank (3 x 20) cm kayu (kamper) | ||||
| 0,0108 | M3 | Kayu (kamper) papan | ||||
| 0,1000 | Kg | Paku biasa 2" - 5" | ||||
| 0,1000 | Org/hr | Pekerja | ||||
| 0,2000 | Org/hr | Tukang kayu | ||||
| 0,0250 | Org/hr | Kepala tukang | ||||
| 0,0050 | Org/hr | Mandor | ||||
| SNI H.6.4 | 1M2 | Pasang genteng bubung palentong | ||||
| 5,0000 | Bh | Genteng bubung palentong | ||||
| 0,1600 | Zak | Semen Portland | ||||
| 0,0320 | M3 | Pasir Pasang | ||||
| 0,4000 | Org/hr | Pekerja | ||||
| 0,2000 | Org/hr | Tukang kayu | ||||
| 0,0200 | Org/hr | Kepala tukang | ||||
| 0,0020 | Org/hr | Mandor | ||||
| SNI H.6.1 | 1M2 | Pasang genteng palentong | ||||
| 25,0000 | Bh | Genteng palentong | ||||
| 0,1500 | Org/hr | Pekerja | ||||
| 0,0750 | Org/hr | Tukang kayu | ||||
| 0,0080 | Org/hr | Kepala tukang | ||||
| 0,0080 | Org/hr | Mandor | ||||
| DAFTAR ANALISA SATUAN PEKERJAAN | ||||||
| Kode | Koefisien | Satuan | Pekerjaan/Material | Harga HOK/ | Harga | Jumlah |
| Bahan (Rp) | Semua (Rp) | Harga (Rp) | ||||
| SNI F.6.39.b | 1M2 | Pasang rangka langit-langit (1,00 x 1,00) m, kayu (kamper) | ||||
| 0,0120 | M3 | Kayu kamper usuk | ||||
| 0,1000 | Kg | Paku biasa 2" - 5" | ||||
| 0,1500 | Org/hr | Pekerja | ||||
| 0,2500 | Org/hr | Tukang kayu | ||||
| 0,0250 | Org/hr | Kepala tukang | ||||
| 0,0750 | Org/hr | Mandor | ||||
| RSNI I.6.1 | 1M2 | Langit-langit Eternit (1,00 x 1,00) m, Tebal 5 mm | ||||
| 1,1000 | Lbr | Eternit (1,00 x 1,00) m Tebal 5mm | ||||
| 0,0100 | Kg | Paku | ||||
| 0,0300 | Org/hr | Pekerja | ||||
| 0,0700 | Org/hr | Tukang kayu | ||||
| 0,0070 | Org/hr | Kepala tukang | ||||
| 0,0020 | Org/hr | Mandor | ||||
| SNI N.6.7 | 1 M2 | Pengecatan bid kayu baru (1 lps plamur, 1 lps cat dsr, 2 lps cat pnutup) | ||||
| 0,1500 | Kg | Plamir | ||||
| 0,1700 | Kg | Cat dasar | ||||
| 0,1700 | Kg | Cat penutup 2x | ||||
| 0,0700 | Org/hr | Pekerja | ||||
| 0,0750 | Org/hr | Tukang Cat | ||||
| 0,0075 | Org/hr | Kepala tukang | ||||
| 0,0025 | Org/hr | Mandor | ||||
| SNI N.6.14 | 1 M2 | Pengecatan Tembok/Eternit baru (1 lps plamur, 1 lps cat dsr, 2 lps cat pnutup) | ||||
| 0,1000 | Kg | Plamir | ||||
| 0,1000 | Kg | Cat dasar | ||||
| 0,2600 | Kg | Cat penutup 2x | ||||
| 0,0200 | Org/hr | Pekerja | ||||
| 0,0630 | Org/hr | Tukang cat | ||||
| 0,0063 | Org/hr | Kepala tukang | ||||
| 0,0025 | Org/hr | Mandor | ||||
| RSNI M.6.35 | 1 M2 | Pasang lantai keramik 30 x 30 KW 1 | ||||
| 1,0791 | M2 | Ubin keramik 30 x 30 | ||||
| 0,2000 | Zak | Semen Portland | ||||
| 0,0450 | M3 | Pasir pasang | ||||
| 1,5000 | Kg | Semen warna | ||||
| 0,6200 | Org/hr | Pekerja | ||||
| 0,3500 | Org/hr | Tukang batu | ||||
| 0,0350 | Org/hr | Kepala tukang | ||||
| 0,0300 | Org/hr | Mandor | ||||
| SNI L.6.5 | 1 Bh | Pasang Engsel Pintu | ||||
| 1,0000 | Bh | Engsel pintu | ||||
| 0,0150 | Org/hr | Pekerja | ||||
| 0,1500 | Org/hr | Tukang kayu | ||||
| 0,0150 | Org/hr | Kepala tukang | ||||
| 0,0008 | Org/hr | Mandor | ||||
| DAFTAR HARGA SATUAN BAHAN | ||||
| No. | Jenis Tenaga | Volume | Satuan | Harga (Rp) |
| 1 | Besi Strip | 1 | kg | 15.000,00 |
| 2 | Besi beton | 1 | kg | 15.000,00 |
| 3 | Batu bata | 1 | bh | 500,00 |
| 4 | Batu belah pondasi 10-15 | 1 | m3 | 100.000,00 |
| 5 | Batu pecah mesin/koral 2/3 | 1 | m3 | 200.000,00 |
| 6 | Cat kayu | 1 | kg | 40.000,00 |
| 7 | Cat tembok | 1 | kg | 15.000,00 |
| 8 | Eternit 4-5 mm (100x100) | 1 | lbr | 15.000,00 |
| 9 | Engsel Jendela | 1 | unit | 20.000,00 |
| 10 | Kait angin | 1 | unit | 10.000,00 |
| 11 | Engsel pintu | 1 | unit | 25.000,00 |
| 12 | Kunci tanam | 1 | bh | 75.000,00 |
| 13 | Genteng bubungan Plentong | 1 | bh | 2.500,00 |
| 14 | Genteng Plentong | 1 | bh | 750,00 |
| 15 | Kapur pasang | 1 | m3 | 210.000,00 |
| 16 | Kawat beton | 1 | kg | 17.500,00 |
| 17 | Kayu bangkirai 8/12 dan 6 /12 | 1 | m3 | 6.500.000,00 |
| 18 | Kayu bangkirai usuk 5/7 | 1 | m3 | 6.500.000,00 |
| 19 | Kayu bangkirai reng 2/3 | 1 | m3 | 6.500.000,00 |
| 20 | Kayu bangkirai ram pintu | 1 | m3 | 7.000.000,00 |
| 21 | Kayu bangkirai ram jendela | 1 | m3 | 7.000.000,00 |
| 22 | Kayu bengkirai papan 20 cm | 1 | m3 | 7.000.000,00 |
| 23 | Kayu kamper 8/12 dan 6/12 | 1 | m3 | 7.000.000,00 |
| 24 | Kayu kamper usuk 5/7 | 1 | m3 | 7.000.000,00 |
| 25 | Kayu kamper ram pintu | 1 | m3 | 7.500.000,00 |
| 26 | Kayu kamper ram jendela | 1 | m3 | 7.500.000,00 |
| 27 | Kayu kamper papan 20 | 1 | m3 | 7.500.000,00 |
| 28 | Kayu perancah | 1 | m3 | 1.000.000,00 |
| 29 | Kayu cetakan/begisting | 1 | m3 | 1.000.000,00 |
| 30 | Kayu Jati Balok | 1 | m3 | 15.000.000,00 |
| 31 | Kaca 5 mm | 1 | m2 | 80.000,00 |
| 32 | List kayu 2/3 | 1 | m1 | 5.000,00 |
| 33 | Minyak pelumas/begisting | 1 | ltr | 10.000,00 |
| 34 | Multiplek 9 mm | 1 | lbr | 150.000,00 |
| 35 | Plywood 9 mm | 1 | lbr | 150.000,00 |
| 36 | Dolken kayu galam | 1 | batang | 20.000,00 |
| 37 | Paku reng | 1 | kg | 20.000,00 |
| 38 | Paku usuk | 1 | kg | 17.500,00 |
| 39 | Paku eternit | 1 | kg | 22.500,00 |
| 40 | Pasir beton | 1 | m3 | 150.000,00 |
| 41 | Pasir pasang | 1 | m3 | 100.000,00 |
| 42 | Pasir urug | 1 | m3 | 75.000,00 |
| 43 | Plamir | 1 | kg | 15.000,00 |
| 44 | Semen PC (50 kg) | 1 | zak | 50.000,00 |
| 45 | Semen PC (50 kg) | 1 | kg | 2.000,00 |
| 46 | Tegel Keramik 30 x 30 (KW 1) | 1 | m2 | 50.000,00 |
| 47 | Semen warna | 1 | kg | 4.000,00 |
| 48 | Bak mandi Fiber | 1 | Buah | 350.000,00 |
| 49 | Urinoir | 1 | Buah | 300.000,00 |
| 50 | Kloset Jongkok | 1 | Buah | 70.000,00 |
| 51 | Lem Kayu | 1 | kg | 10.000,00 |
| 52 | Air | 1 | l | 50,00 |
| DAFTAR HARGA SATUAN TENAGA/UPAH | ||||||
| No. | Jenis Tenaga | Volume | Satuan | Harga (Rp) | ||
| 1 | Mandor | 1 | HOK | Rp 45.000,00 | ||
| 2 | Kepala tukang | 1 | HOK | Rp 45.000,00 | ||
| 3 | Tukang | 1 | HOK | Rp 40.000,00 | ||
| 4 | Pekerja | 1 | HOK | Rp 25.000,00 | ||
| DAFTAR VOLUME KEBUTUHAN TIAP JENIS PEKERJAAN | |||
| No | Uraian/Jenis Pekerjaan | Volume/ | |
| Kebutuhan | |||
| 1 | Pengukuran dan Pemasangan Bouwplank | 120,00 | M2 |
| 2 | Galian tanah biasa sedalam 1m | 75,00 | M3 |
| 3 | Mengurug Pasir Urug | 5,00 | M3 |
| 4 | Pasangan pondasi batu kosong (Anstamping) | 10,00 | M3 |
| 5 | Pasangan Pondasi batu kali 1Pc : 8Ps | 50,00 | M3 |
| 6 | Pasangan bata merah tebal 1/2 bata, 1Pc: 3Ps | 5,00 | M2 |
| 7 | Pasangan bata merah tebal 1/2 bata, 1Pc: 8Ps | 100,00 | M2 |
| 8 | Plesteran 1 Pc : 3 Ps, Tebal 15mm | 20,00 | M2 |
| 9 | Plesteran 1 Pc : 8 Ps. Tebal 15 mm | 400,00 | M2 |
| 10 | Pekerjaan Beton Tumbuk 1Pc:3Ps:5Kr | 2,00 | M3 |
| 11 | Pekerjaan Beton 1Pc:2Ps:3Kr | 20,00 | M3 |
| 12 | Pembesian dengan besi polos atau ulir | 2.000,00 | Kg |
| 13 | Pasang bekisting untuk sloof (3 kali pakai) | 60,00 | M2 |
| 14 | Pasang bekisting untuk kolom (3 kali pakai) | 120,00 | M2 |
| 15 | Pasang bekisting untuk balok (3 kali pakai) | 80,00 | M2 |
| 16 | Pekerjaan kusen pintu dan jendela kayu (kamper) | 5,00 | M3 |
| 17 | Pekerjaan daun pintu dan jendela kaca kayu (kamper) | 24,00 | M2 |
| 18 | Pekerjaan pintu panil kayu (kamper) | 8,00 | M2 |
| 19 | Pasang jalusi Kusen Kayu (Kamfer) | 6,00 | M2 |
| 20 | Pasangan konstruksi Kuda-kuda kayu (kamper) | 4,00 | M3 |
| 21 | Pasang Gording/Nok/Murplat Kayu (Kamper) | 5,00 | M3 |
| 22 | Pasang kaso + reng kayu (Kamper) | 350,00 | M2 |
| 23 | Pasang lisplank (3 x 20) cm kayu (kamper) | 120,00 | M' |
| 24 | Pasang genteng bubung palentong | 50,00 | M' |
| 25 | Pasang genteng palentong | 350,00 | M2 |
| 26 | Pasang rangka langit-langit (1,00 x 1,00) m, kayu (kamper) | 100,00 | M2 |
| 27 | Langit-langit Eternit (1,00 x 1,00) m, Tebal 5 mm | 100,00 | M2 |
| 28 | Pengecatan bid kayu baru (1 lps plamur, 1 lps cat dsr, 2 lps cat pnutup) | 60,00 | M2 |
| 29 | Pengecatan Tembok/Eternit baru (1 lps plamur, 1 lps cat dsr, 2 lps cat pnutup) | 420,00 | M2 |
| 30 | Pasang lantai keramik 30 x 30 KW 1 | 120,00 | M2 |
| 31 | Pasang Engsel Pintu | 24,00 | Bh |
| RENCANA ANGGARAN BIAYA (RAB) | |||||||||
| NO | Uraian Pekerjaan | Volume | Sat Pek | Analisa | Harga Sat. Pek.(Rp). | Jumlah Total | |||
| (Rp) | |||||||||
| Jumlah Keseluruhan | |||||||||
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