| GAMBAR | ||||
|---|---|---|---|---|
 | Ket : | |||
| Panjang | = 1.260 | meter | ||
| Ketebalan | = 10 ~ 15 | cm | ||
| Volume | = 252.25 | m3 | ||
1. UPAH | ||||
| Pekerja | = 0.357 Oh x | 77.318.18 = | 27.587.30 | |
| Tukang | = 0.00 Oh x | 96.095.00 = | 0.00 | |
| Kepala Tukang | = 0.025 Oh x | 95.400.00 = | 2.420.63 | |
| Mandor/Kepala Kelompok | = 0.012 Oh x | 84.100.00 = | 1.000.00 | |
| JUMLAH (I) | = 31.007.94 | |||
| II. BAHAN | ||||
| Semen | = 0.315 Zak x | 57.436.00 = | 18.063.49 | |
| Pasir Pasang | = 0.0611 m3 x | 162.500.00 = | 9.920.63 | |
| Pasir Urug | = 0.0248 m3 x | 162.500.00 = | 4.023.81 | |
| Kerikil | = 0.0402 m3x | 110.455.00 = | 4.444.44 | |
| JUMLAH (II) | = 67.460.32 | |||
| REKAP KEBUTUHAN BIAYA | ||||
| Kebutuhan Upah (I) | 31.007.94 x | 1.260 m = | 39.070.000 | |
| Kebutuhan bahan(II) | 36.452.38 x | 1.260 m = | 45.930.000 | |
| Batu Mangga | 4.00 M3 x | 124.000 = | 496.000 | |
| Papan Deletasi | 30 Lbrx | 77.318 = | 2.319.540 | |
| Balok 5 x 5 | 8 lbr x | 68.000= | 544.000 | |
| Kereta Sorong | 1 Unit x | 446.000 = | 446.000 | |
| Paku | = 2.00 Kg x | 13.255 = | 26.510 | |
| Raskam | = 2 bh x | 8.920 = | 17.840 | |
| Timba | = 4 bh x | 6.690 = | 26.760 | |
| Sapu Lidi | = 1.00 bh x | 11.150 = | 11.150 | |
| Cangkul | = 1.00 bh x | 71.795 = | 71.795 | |
| Skop | = 1.00 bh x | 71.795 = | 71.795 | |
| Pangki | = 2.00 bh x | 18.500 = | 37.000 | |
| Rab dan Desain | = 1.00 bh x | 1.500.000 = | 1.500.000 | |
| Pamplet | = 1.00 bh x | 400.000 = | 400.000 | |
| = | 90.968.390 | |||
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