1 m3 Galian Tanah Biasa Sedalam 1 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 0.400 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.040 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 M3 Galian Tanah Biasa Sedalam 2 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 0.526 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.052 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m3 Galian Tanah Biasa Sedalam 3 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 0.735 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.073 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m3 Galian Tanah Keras Sedalam 1 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 0.625 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.062 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m3 Galian Tanah Cadas Sedalam 1 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 1.250 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.125 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m3 Galian Tanah Lumpur Sedalam 1 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 0.823 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.083 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m2 Pekerjaan Stripping Setinggi 1 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 0.050 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.005 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
| | | | | | |
| | | | | | |
1 m3 Pembuangan Tanah Sejauh 150 Meter | ||||||
TENAGA | | | | | | |
Pekerja | 0.516 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.050 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m3 Urugan Kembali | ||||||
TENAGA | | | | | | |
Pekerja | 0.192 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.019 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m3 Pemadatan Tanah | ||||||
TENAGA | | | | | | |
Pekerja | 0.500 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.050 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
1 m3 Urugan Pasir | ||||||
BAHAN | | | | | | |
Pasir Urug | 1.200 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 0.300 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.010 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Lapisan Pudel Campuran 1 Kp : 3 Psr : 7 TL | ||||||
BAHAN | | | | | | |
Pasir Urug | 0.330 | M3 | x Rp. | | = Rp. | - |
Kapur Padam | 0.109 | M3 | x Rp. | | = Rp. | - |
Tanah Liat | 0.763 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 0.833 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.416 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.040 | OH | x Rp. | | = Rp. | - |
Mandor | 0.083 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
| | | | | | |
1 m3 Lapisan Pudel Campuran 1 Kp : 5 TL | ||||||
BAHAN | | | | | | |
Kapur Padam | 0.200 | M3 | x Rp. | | = Rp. | - |
Tanah Liat | 1.000 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 0.833 | OH | x Rp. | | = Rp. | - |
Tukang Batu | 0.416 | OH | x Rp. | | = Rp. | - |
Kepala Tukang | 0.041 | OH | x Rp. | | = Rp. | - |
Mandor | 0.081 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Pemasangan Lapisan Ijuk | ||||||
BAHAN | | | | | | |
Ijuk | 1.200 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 0.150 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.015 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m3 Urugan Sirtu | ||||||
BAHAN | | | | | | |
S i r tu | 1.200 | M3 | x Rp. | | = Rp. | - |
| | | Jumlah 1 | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 0.250 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.025 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
1 m2 Pembuatan Jalan Sementara, Tebal = 25 cm | ||||||
BAHAN | | | | | | |
Batu Belah | 0.275 | M3 | x Rp. | | = Rp. | - |
Kerikil | 0.030 | M3 | x Rp. | | = Rp. | - |
Pasir | 0.050 | M3 | x Rp. | | = Rp. | - |
| | | | | = Rp. | - |
| | | | | | |
TENAGA | | | | | | |
Pekerja | 1.000 | OH | x Rp. | | = Rp. | - |
Tukang Gali | - | OH | x Rp. | | = Rp. | - |
Kepala Tukang | - | OH | x Rp. | | = Rp. | - |
Mandor | 0.100 | OH | x Rp. | | = Rp. | - |
| | | Jumlah 2 | | = Rp. | - |
| | | Jumlah (1) + (2) | | = Rp. | - |
| | | | | | |
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