A.5.1.1.36 - Pemasangan 1 M’ pipa beton diameter 30 – 100 cm
| A.5.1.1.36 - Pemasangan 1 M’ pipa beton diameter 30 – 100 cm | |||||
|---|---|---|---|---|---|
| NO | URAIAN | SATUAN | KOEFISIEN | HARGA SATUAN | JUMLAH HARGA |
| A | TENAGA | ||||
| Pekerja | OH | 0,3800 | 81.500,00 | 30.970,00 | |
| Tukang batu | OH | 0,1900 | 96.500,00 | 18.335,00 | |
| Kepala tukang | OH | 0,0190 | 107.000,00 | 2.033,00 | |
| Mandor | OH | 0,0190 | 107.000,00 | 2.033,00 | |
| JUMLAH HARGA TENAGA | 53.371,00 | ||||
| B | BAHAN | ||||
| Pipa tanah dia 30 | Bh | 1,1000 | 120.000,00 | 132.000,00 | |
| Bata merah | M3 | 0,5500 | 600,00 | 330,00 | |
| Semen portlan | Kg | 10,3000 | 1.250,00 | 12.875,00 | |
| Pasir pasang | M3 | 0,0610 | 350.000,00 | 21.350,00 | |
| Pasir urug | M3 | 0,0690 | 220.000,00 | 15.180,00 | |
| JUMLAH HARGA BAHAN | 181.735,00 | ||||
| C | ALAT | ||||
| - | - | - | - | - | |
| JUMLAH HARGA ALAT | - | ||||
| D | Jumlah | (A+B+C) | 235.106,00 | ||
| E | Overhead & Profit | 10% x D | 23.510,60 | ||
| F | HARGA SATUAN PEKERJAAN | ( D + E ) | 258.616,60 | ||
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