A.5.1.1.31 - Pemasangan 1 M' Pipa PVC SNI 06-0084-2002/ Standar ISO 4422,S -10 (12,5 bar)diameter 3”
| A.5.1.1.31 - Pemasangan 1 M' Pipa PVC SNI 06-0084-2002/ Standar ISO 4422,S -10 (12,5 bar)diameter 3” | |||||
|---|---|---|---|---|---|
| NO | URAIAN | SATUAN | KOEFISIEN | HARGA SATUAN | JUMLAH HARGA |
| A | TENAGA | ||||
| Pekerja | OH | 0,0810 | 81.500,00 | 6.601,50 | |
| Tukang batu | 0,1350 | 96.500,00 | 13.027,50 | ||
| Kepala tukang | 0,0135 | 107.000,00 | 1.444,50 | ||
| Mandor | OH | 0,0040 | 107.000,00 | 428,00 | |
| JUMLAH HARGA TENAGA | 21.501,50 | ||||
| B | BAHAN | ||||
| Pipa PVC 3” | M | 1,2000 | 46.250,00 | 55.500,00 | |
| Perlengkapan | % | 35,0000 | 16.187,50 | 16.187,50 | |
| JUMLAH HARGA BAHAN | 71.687,50 | ||||
| C | ALAT | ||||
| - | - | - | - | - | |
| JUMLAH HARGA ALAT | - | ||||
| D | Jumlah | (A+B+C) | 93.189,00 | ||
| E | Overhead & Profit | 10% x D | 9.318,90 | ||
| F | HARGA SATUAN PEKERJAAN | ( D + E ) | 102.507,90 | ||
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