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| GAMBAR | ||||
|---|---|---|---|---|
,,,,,,,,,,,,GAMBAR PEKERJAAN............... | P1.0 - 38.00 m : | |||
| Volume | ||||
| panjang | = 38.00 | m | ||
| Lebar | = 2.00 | m | ||
| Tinggi | = 0.20 | m | P 38.00 - 41.60 m : | |
| Volume | ||||
| panjang | = 3.60 | m | ||
| Lebar | = 2.00 | m | ||
| Tinggi | = 0.20 | m | P 2. 41.60 - 171.50 m : | |
| Volume | ||||
| panjang | = 129.90 | m | ||
| Lebar | = 3.60 | m | ||
| Tinggi | = 0.20 | m | 1 M2 PEKERJAAN RABAT BETON | |
| UPAH | ||||
| Pekerja | = 1.093 OH x | 77.318.18 = | 84.507.30 | |
| Tukang | = 0.182 OH x | 96.095.45 = | 17.505.00 | |
| Kepala Kelompok | = 0.031 OH x | 84.100 = | 2.565.39 | |
| JUMLAH = | 104.577.77 | |||
| BAHAN | ||||
| Semen | = 3.669 Zak x | 57.436.00 = | 210.708.55 | |
| Pasir Pasang | = 0.329 m3 x | 162.500.00 = | 53.391.71 | |
| Pasir Urug | = 0.051 m3 x | 162.500.00 = | 8.214.11 | |
| Kerikil | = 0.446 m3 x | 110.455.00 = | 49.289.07 | |
| JUMLAH = | 321.603.43 | |||
| REKAPITULASI HARGA | ||||
| UPAH | = 104.577.77 x | 110.17 M3 = | 11.521.124.00 | |
| BAHAN | = 321.603.43 x | 110.17 M3 = | 35.430.407.00 | |
| PAPAN DELETASI | = 77.318.00 x | 23.00 Lbr = | 1.778.314 | |
| Rab / Desain | = 1.500.000.00 x | 1.00 Bh = | 1.500.000.00 | |
| Pamplet | = 400.000.00 x | 1.00 Bh = | 400.000.00 | |
| JUMLAH = | 50.629.845.00 | |||
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