CONTOH ANALISA PEKERJAAN PLESTERAN
| 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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