V | PEKERJAAN PLESTERAN | | | | | | | | | |
| | | | | | | | | | |
1 | Plesteran dinding 1:2 + acian | | | | M2 | semen | | | 0.24 | zak |
| tebal 15 mm | | | | | pasir pasang | | | 0.02 | m3 |
| | | | | | tk. Batu | | | 0.214 | org/hr |
| | | | | | kepala tukang batu | | | 0.021 | org/hr |
| | | | | | pekerja | | | 0.4 | org/hr |
| | | | | | mandor | | | 0.02 | org/hr |
| | | | | | | | | | |
2 | Plesteran dinding 1:3 + acian | | | | M2 | semen | | | 0.1632 | zak |
| tebal 15 mm | | | | | pasir pasang | | | 0.0194 | m3 |
| | | | | | tk. Batu | | | 0.214 | org/hr |
| | | | | | kepala tukang batu | | | 0.021 | org/hr |
| | | | | | pekerja | | | 0.4 | org/hr |
| | | | | | mandor | | | 0.02 | org/hr |
| | | | | | | | | | |
3 | Plesteran dinding 1:4 + acian | | | | M2 | semen | | | 0.1302 | zak |
| tebal 15 mm | | | | | pasir pasang | | | 0.021 | m3 |
| | | | | | tk. Batu | | | 0.214 | org/hr |
| | | | | | kepala tukang batu | | | 0.021 | org/hr |
| | | | | | pekerja | | | 0.4 | org/hr |
| | | | | | mandor | | | 0.02 | org/hr |
| | | | | | | | | | |
4 | Acian PC | | | | M2 | semen | | | 0.08 | zak |
| | | | | | tk. Batu | | | 0.11 | org/hr |
| | | | | | kepala tukang batu | | | 0.011 | org/hr |
| | | | | | pekerja | | | 0.14 | org/hr |
| | | | | | mandor | | | 0.01 | org/hr |
| | | | | | | | | | |
5 | Brapen pondasi 1:4 | | | | M2 | semen | | | 0.085 | zak |
| | | | | | pasir pasang | | | 0.17 | m3 |
| | | | | | tk. Batu | | | 0.09 | org/hr |
| | | | | | kepala tukang batu | | | 0.009 | org/hr |
| | | | | | pekerja | | | 0.18 | org/hr |
| | | | | | mandor | | | 0.009 | org/hr |
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