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I | PEKERJAAN PERSIAPAN | | | | | | | | | |
1 | Pek. Pemberihan lapangan / | | | | M2 | pekerja | | | 0.1 | org/hr |
| pemerataan tanah | | | | | mandor | | | 0.01 | org/hr |
| | | | | | | | | | |
2 | Pemb. Pagar pengaman proyek | | | | M' | kaso meranti jambi | | | 0.03 | m3 |
| (dinding seng tbl 0.2 mm, tinggi 1.8 m) | | | | | seng gelomb. 180x90x0.20 | | | 1.2 | lbr |
| pondasi beton cor 1:3:5; 30x30x30 cm | | | | | paku rata-rata | | | 0.2 | kg |
| tiang dari kayu kaso meranti | | | | | semen | | | 0.17 | zak |
| | | | | | pasir pasang | | | 0.02 | m3 |
| | | | | | koral beton | | | 0.04 | m3 |
| | | | | | cat besi | | | 1.8 | m2 |
| | | | | | tk. Batu | | | 0.25 | org/hr |
| | | | | | pekerja | | | 0.5 | org/hr |
| | | | | | | | | | |
3 | Pemb. Pagar kawat duri, T=1.8m | | | | M' | semen | | | 0.2 | zak |
| (pondasi cor beton 1:3:5, | | | | | pasir pasang | | | 0.026 | m3 |
| 30x30x40 tiap jarak 1,5 m) | | | | | koral beton | | | 0.044 | m3 |
| | | | | | besi siku 50.50.5 | | | 0.33 | btg |
| | | | | | kawat duri | | | 2 | kg |
| | | | | | paku rata - rata | | | 0.2 | kg |
| | | | | | tk. Batu | | | 0.25 | org/hr |
| | | | | | pekerja | | | 0.5 | org/hr |
| | | | | | | | | | |
4 | Pembuatan direksi keet | | | | M2 | kaso kamper medan | | | 0.07 | m3 |
| (dinding tripleks 6 mm | | | | | dinding tripleks 6 mm | | | 0.8 | lbr |
| + atap asbes gelombang | | | | | batu kali | | | 0.24 | m3 |
| + plafond asbes semen 3 mm) | | | | | semen | | | 0.52 | zak |
| | | | | | pasir pasang | | | 0.1 | m3 |
| | | | | | plafond asbes 3 mm | | | 1 | lbr |
| | | | | | paku rata - rata | | | 1.5 | kg |
| | | | | | asbes gelombang 180x106x0.4 | | | 0.6 | lbr |
| | | | | | paku asbes | | | 9 | bh |
| | | | | | floor lantai 1:3:5 | | | 0.7 | m2 |
| | | | | | pintu triplek rgk. Borneo | | | 0.06 | m2 |
| | | | | | jendela nako kaca bening | | | 1 | dn |
| | | | | | cat dinding/ plafond | | | 2 | m2 |
| | | | | | tk. Batu | | | 0.4 | org/hr |
| | | | | | kepala tukang | | | 0.04 | org/hr |
| | | | | | pekerja | | | 1.2 | org/hr |
| | | | | | mandor | | | 0.06 | org/hr |
| | | | | | | | | | |
5 | Pasang bouwplank | | | | M' | kaso meranti Pelembang | | | 0.003 | m3 |
| | | | | | papan terentang | | | 0.006 | m3 |
| | | | | | paku rata - rata | | | 0.05 | kg |
| | | | | | tk. Kayu | | | 0.04 | org/hr |
| | | | | | pekerja | | | 0.08 | org/hr |
| | | | | | | | | | |
6 | Air Kerja | | | | Unit | pantek sumur | | | 1 | unit |
| | | | | | pompa air tangan | | | 1 | unit |
| | | | | | pipa PVC dia. 1 1/4" | | | 10 | m' |
| | | | | | pipa GIP dia. 1 1/4" | | | 2 | m' |
| | | | | | sock draad dalam besi 1 1/4" | | | 1 | bh |
| | | | | | sock draad luar PVC 1 1/4" | | | 1 | bh |
| | | | | | bak penampung drum 200 ltr | | | 2 | bh |
| | | | | | | | | | |
7 | Listrik Kerja | | | | Unit | Penyambungan daya 1300 watt | | | 1 | unit |
| dengan penyambungan daya | | | | | pemakaian selama 6 bulan | | | 6 | bln |
| sementara untuk +/- 6 bulan | | | | | | | | | |
| | | | | | | | | | |
8 | Listrik Kerja | | | | | | | | | |
| dengan penyambungan kabel | | | | Unit | Pengabelan titik lampu | | | 3 | unit |
| | | | | | pengabelan stop kontak tenaga | | | 2 | unit |
| | | | | | 200 watt | | | | |
| | | | | | pengabelan stop kontak tenaga | | | 1 | unit |
| | | | | | 1000 watt | | | | |
| | | | | | Box MCB 3 Group | | | 1 | unit |
| | | | | | | | | | |
9 | Listrik Kerja (sewa genset) | | | | Bln | sewa generator 1 kva | | | 140 | unit/bln |
| | | | | | bahan bakar solar | | | 2 | ltr/bln |
| | | | | | operator genset | | | 10 | org/hr |
| | | | | | instalasi penerangan | | | 2 | ttk |
| | | | | | | | | | |
10 | Foto Dokumentasi | | | | Set | Film 36 ASA 200 + batteray | | | 1 | roll |
| | | | | | Cuci Film | | | 1 | roll |
| | | | | | Cetak film | | | 106 | lbr |
| | | | | | Album | | | 3 | bh |
| | | | | | | | | | |
11 | Pembuatan papan nama | | | | BH | Papan kamper medan | | | 0.025 | m3 |
| | | | | | balok kamper medan | | | 0.09 | m3 |
| | | | | | paku rata-rata | | | 0.6 | kg |
| | | | | | meni kayu | | | 0.75 | kg |
| | | | | | plamur kayu | | | 1 | kg |
| | | | | | amplas | | | 2 | lbr |
| | | | | | kuas | | | 0.5 | bh |
| | | | | | cat kayu | | | 3 | kg |
| | | | | | semen | | | 0.5 | zak |
| | | | | | pasir beton | | | 0.06 | m3 |
| | | | | | koral beton | | | 0.1 | m3 |
| | | | | | tk. Kayu | | | 1 | org/hr |
| | | | | | kep. Tk kayu | | | 0.1 | org/hr |
| | | | | | tk. Cat | | | 1.5 | org/hr |
| | | | | | pekerja | | | 2 | org/hr |
| | | | | | mandor | | | 0.2 | org/hr |
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