1 m2 Pembuatan Kantor Sementara dengan Lantai Plesteran | ||||
BAHAN | | | | |
Dolken Kayu Dia. 8 - 10/400 cm | 1.250 | Btg | x Rp. | = Rp. |
Kayu | 0.180 | M3 | x Rp. | = Rp. |
Paku Biasa | 0.850 | Kg | x Rp. | = Rp. |
Besi Strip | 1.100 | Kg | x Rp. | = Rp. |
Semen Portland | 35.00 | Kg | x Rp. | = Rp. |
Pasir Pasang | 0.150 | M3 | x Rp. | = Rp. |
Pasir Beton | 0.100 | M3 | x Rp. | = Rp. |
Koral Beton | 0.150 | M3 | x Rp. | = Rp. |
Bata Merah | 30.00 | Bh | x Rp. | = Rp. |
Seng Plat | 0.250 | Lbr | x Rp. | = Rp. |
Jendela Nako | 2.000 | Bh | x Rp. | = Rp. |
Kaca Polos | 0.080 | M2 | x Rp. | = Rp. |
Kunci Tanam | 0.150 | Bh | x Rp. | = Rp. |
Plywood 4 mm | 0.060 | Lbr | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 2.000 | OH | x Rp. | = Rp. |
Tukang Kayu | 2.000 | OH | x Rp. | = Rp. |
Tukang Batu | 1.000 | OH | x Rp. | = Rp. |
Kepala Tukang | 0.300 | OH | x Rp. | = Rp. |
Mandor | 0.050 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 m2 Pembuatan Gudang Semen dan Alat-alat | ||||
BAHAN | | | | |
Dolken Kayu Dia. 8 - 10/400 cm | 1.700 | Btg | x Rp. | = Rp. |
Kayu | 0.210 | M3 | x Rp. | = Rp. |
Paku Biasa | 0.300 | Kg | x Rp. | = Rp. |
Semen Portland | 10.50 | Kg | x Rp. | = Rp. |
Pasir Beton | 0.030 | M3 | x Rp. | = Rp. |
Koral Beton | 0.050 | M3 | x Rp. | = Rp. |
Seng Gelombang Bjls.32 | 1.500 | Lbr | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 1.000 | OH | x Rp. | = Rp. |
Tukang Kayu | 2.000 | OH | x Rp. | = Rp. |
Kepala Tukang | 0.200 | OH | x Rp. | = Rp. |
Mandor | 0.050 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 M2 Pembuatan Rumah Jaga / Konstruksi Kayu | ||||
BAHAN | | | | |
Dolken Kayu Dia. 8 - 10/400 cm | 3.000 | Btg | x Rp. | = Rp. |
Kayu | 0.276 | M3 | x Rp. | = Rp. |
Paku Biasa | 0.700 | Kg | x Rp. | = Rp. |
Seng Gelombang Bjls.32 | 1.500 | Lbr | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 1.000 | OH | x Rp. | = Rp. |
Tukang Kayu | 1.500 | OH | x Rp. | = Rp. |
Kepala Tukang | 0.150 | OH | x Rp. | = Rp. |
Mandor | 0.050 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 m2 Membersihkan Lapangan dan Perataan | ||||
TENAGA | | | | |
Pekerja | 0.100 | OH | x Rp. | = Rp. |
Mandor | 0.050 | OH | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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1 m2 Pembuatan Bedeng Buruh | ||||
BAHAN | | | | |
Dolken Kayu Dia. 8 - 10/400 cm | 1.250 | Btg | x Rp. | = Rp. |
Kayu | 0.186 | M3 | x Rp. | = Rp. |
Paku Biasa | 0.300 | Kg | x Rp. | = Rp. |
Semen Portland | 18.00 | Kg | x Rp. | = Rp. |
Pasir Beton | 0.030 | M3 | x Rp. | = Rp. |
Koral Beton | 0.050 | M3 | x Rp. | = Rp. |
Seng Gelombang Bjls.32 | 1.500 | Lbr | x Rp. | = Rp. |
Plywood 4 mm | 1.350 | Lbr | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 1.000 | OH | x Rp. | = Rp. |
Tukang Kayu | 2.000 | OH | x Rp. | = Rp. |
Kepala Tukang | 0.200 | OH | x Rp. | = Rp. |
Mandor | 0.050 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 m2 Pembuatan Bak Adukan Ukuran (40 x 50 x 20) cm | ||||
BAHAN | | | | |
Kayu Terentang | 0.036 | M3 | x Rp. | = Rp. |
Paku Biasa | 0.080 | Kg | x Rp. | = Rp. |
Kaso 5/7 | 1.000 | Btg | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Tukang Kayu | 0.300 | OH | x Rp. | = Rp. |
Mandor | 0.0015 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 m2 Pembuatan Stegger dari Bambu, Ukuran (40 x 50 x 20 ) cm | ||||
BAHAN | | | | |
Bambu Dia. 6 - 8/600 cm | 1.000 | Btg | x Rp. | = Rp. |
Tali Ijuk | 0.250 | Kg | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 0.250 | OH | x Rp. | = Rp. |
Tukang Kayu | 0.017 | OH | x Rp. | = Rp. |
Kepala Tukang | 0.002 | OH | x Rp. | = Rp. |
Mandor | 0.013 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 m2 Pembuatan Jalan Sementara | ||||
BAHAN | | | | |
Batu Belah 15/20 | 0.150 | M3 | x Rp. | = Rp. |
Batu Pecah 5/7 | 0.090 | M3 | x Rp. | = Rp. |
Pasir Pasang | 0.010 | M3 | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 1.000 | OH | x Rp. | = Rp. |
Mandor | 0.050 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 m3 Bongkaran Beton Bertulang | ||||
TENAGA | | | | |
Pekerja | 6.667 | OH | x Rp. | = Rp. |
Mandor | 0.333 | OH | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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1 m3 Bongkaran Dinding Tembok Bata Merah | ||||
TENAGA | | | | |
Pekerja | 6.667 | OH | x Rp. | = Rp. |
Mandor | 0.333 | OH | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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1 m' Pasang Pagar Kawat Jaring Galvanis, Tinggi 1,00 Meter | ||||
BAHAN | | | | |
Pagar Kawat Jaring | 0.434 | Lbr | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 0.042 | OH | x Rp. | = Rp. |
Tukang | 0.042 | OH | x Rp. | = Rp. |
Kepala Tukang | 0.004 | OH | x Rp. | = Rp. |
Mandor | 0.002 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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1 m' Pasang Pagar Beton Pracetak (5 x 50 x 213) cm | ||||
BAHAN | | | | |
Panel Beton Pracetak | 0.986 | Lbr | x Rp. | = Rp. |
Kolom Beton Pracetak | 0.525 | Btg | x Rp. | = Rp. |
Pasir Beton | 0.074 | M3 | x Rp. | = Rp. |
Koral 2/3 | 0.146 | M3 | x Rp. | = Rp. |
Semen Abu-abu | 45.000 | Kg | x Rp. | = Rp. |
| | | Jumlah 1 | = Rp. |
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TENAGA | | | | |
Pekerja | 0.375 | OH | x Rp. | = Rp. |
Tukang Batu | 0.125 | OH | x Rp. | = Rp. |
Kepala Tukang | 0.012 | OH | x Rp. | = Rp. |
Mandor | 0.019 | OH | x Rp. | = Rp. |
| | | Jumlah 2 | = Rp. |
| | | Jumlah (1) + (2) | = Rp. |
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