1.1.1.3| 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 | 0,30800 | 133.700,00 | 41.179,60 |
| 2 | Tukang Kayu | L.02.03 | OH | 0,15400 | 181.900,00 | 28.012,60 |
| 3 | Tukang Batu | L.02.02 | OH | 0,15400 | 181.900,00 | 28.012,60 |
| 4 | Kepala Tukang | L.03 | OH | 0,03100 | 212.600,00 | 6.590,60 |
| 5 | Mandor | L.04 | OH | 0,01000 | 212.600,00 | 2.126,00 |
| Jumlah Harga Tenaga Kerja | 105.921,40 | |||||
| B | Bahan | |||||
| 1 | Kayu Kaso 5/7 Kelas II | M37B | m3 | 0,01390 | 3.755.000,00 | 52.194,50 |
| 2 | Kawat duri | MBL018 | kg | 20,44570 | 17.500,00 | 357.799,75 |
| 3 | Paku pjg 10 cm - 12 cm | MBL021 | kg | 0,47150 | 19.900,00 | 9.382,85 |
| 4 | Semen / PC (kg) | M12 | Kg | 26,40600 | 1.600,00 | 42.249,60 |
| 5 | Pasir Beton (Kasar) | M01A01 | kg | 61,56000 | 140,00 | 8.618,40 |
| 6 | Kerikil/agregat Beton | M06A01 | kg | 83,34900 | 140,00 | 11.668,86 |
| 7 | Air | M0201 | liter | 17,41500 | 199,00 | 3.465,59 |
| Jumlah Harga Bahan | 485.379,55 | |||||
| C | Peralatan | |||||
| Jumlah Harga Peralatan | 0,00 | |||||
| D | Jumlah Harga Tenaga Kerja, Bahan dan Peralatan (A+B+C) | 591.300,95 | ||||
| E | Biaya Umum dan Keuntungan (15%) x D | 15% x D | 88.695,14 | |||
| F | Harga Satuan Pekerjaan (D+E) | 679.996,09 | ||||