Rincian koefisien, harga komponen, konversi satuan, dan harga satuan pekerjaan.
1.1.1.2| No. | Uraian | Kode | Satuan | Koefisien | Harga Satuan (Rp) |
Jumlah Harga (Rp) |
|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | 5 | 6 | 7 |
| A | Tenaga Kerja | |||||
| 1 | Pekerja | L.01 | OH | 0,25000 | 133.700,00 | 33.425,00 |
| 2 | Tukang Batu | L.02.02 | OH | 0,12500 | 181.900,00 | 22.737,50 |
| 3 | Tukang Kayu | L.02.03 | OH | 0,12500 | 181.900,00 | 22.737,50 |
| 4 | Kepala Tukang | L.03 | OH | 0,02500 | 212.600,00 | 5.315,00 |
| 5 | Mandor | L.04 | OH | 0,00800 | 212.600,00 | 1.700,80 |
| Jumlah Harga Tenaga Kerja | 85.915,80 | |||||
| B | Bahan | |||||
| 1 | Pasir Beton (Kasar) | M01A01 | kg | 61,56000 | 140,00 | 8.618,40 |
| 2 | Air | M0201 | liter | 17,41500 | 199,00 | 3.465,59 |
| 3 | Kerikil/agregat Beton | M06A01 | kg | 83,34900 | 140,00 | 11.668,86 |
| 4 | Semen / PC (kg) | M12 | kg | 26,40600 | 1.600,00 | 42.249,60 |
| 5 | Kayu Kaso 5/7 Kelas II | M37B | m3 | 0,03100 | 3.755.000,00 | 116.405,00 |
| 6 | Seng Gelombang | MBA001 | lembar | 1,31250 | 55.300,00 | 72.581,25 |
| 7 | Paku biasa 5 inch | MBL021 | kg | 0,42710 | 19.900,00 | 8.499,29 |
| Jumlah Harga Bahan | 263.487,99 | |||||
| C | Peralatan | |||||
| Jumlah Harga Peralatan | 0,00 | |||||
| D | Jumlah Harga Tenaga Kerja, Bahan dan Peralatan (A+B+C) | 349.403,79 | ||||
| E | Biaya Umum dan Keuntungan | 15% x D | 52.410,57 | |||
| F | Harga Satuan Pekerjaan (D+E) | 401.814,35 | ||||