SNI 03-2835-2002 - 1 | ||||||||
Analisa biaya konstruksi pekerjaan persiapan | ||||||||
SNI 03-2835-2002 - 1 - a | ||||||||
1 m Pagar sementara dari kayu tinggi 2 meter | ||||||||
Bahan | ||||||||
- | Dolken kayu ø 8 - 10/400 cm | 1.250 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Semen portland | 2.500 | Kg | x | Rp. | 900.00 | = | Rp. |
- | Pasir beton | 0.005 | M3 | x | Rp. | 110,000.00 | = | Rp. |
- | Koral beton | 0.009 | M3 | x | Rp. | 160,000.00 | = | Rp. |
- | Kayu 5/7 | 0.072 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Paku biasa 2" - 5" | 0.060 | Kg | x | Rp. | 10,000.00 | = | Rp. |
- | Residu | 0.400 | Ltr | x | Rp. | 0.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 0.200 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 0.400 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.020 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.020 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - b | ||||||||
1 m Pagar sementara dari seng tinggi 2 meter | ||||||||
Bahan | ||||||||
- | Dolken kayu ø 8 - 10/400 cm | 1.250 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Semen portland | 2.500 | Kg | x | Rp. | 900.00 | = | Rp. |
- | Seng gelombang 3" - 5" | 1.200 | Lbr | x | Rp. | 0.00 | = | Rp. |
- | Pasir beton | 0.005 | M3 | x | Rp. | 110,000.00 | = | Rp. |
- | Koral beton | 0.009 | M3 | x | Rp. | 160,000.00 | = | Rp. |
- | Kayu 5/7 | 0.072 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Paku biasa 2" - 5" | 0.060 | Kg | x | Rp. | 10,000.00 | = | Rp. |
- | Meni besi | 0.450 | Ltr | x | Rp. | 0.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 0.200 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 0.400 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.020 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.020 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - c | ||||||||
1 m Pagar sementara dari kawat duri tinggi 1.8 meter | ||||||||
Bahan | ||||||||
- | Dolken kayu ø 8 - 10/400 cm | 1.000 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Semen portland | 2.000 | Kg | x | Rp. | 900.00 | = | Rp. |
- | Kawat duri | 25.000 | Kg | x | Rp. | 0.00 | = | Rp. |
- | Pasir beton | 0.005 | M3 | x | Rp. | 110,000.00 | = | Rp. |
- | Koral beton | 0.009 | M3 | x | Rp. | 160,000.00 | = | Rp. |
- | Paku biasa 2" - 5" | 0.060 | Kg | x | Rp. | 10,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 0.200 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 0.300 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.020 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.020 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - d | ||||||||
1 m Pengukuran dan pemasangan bouwplank | ||||||||
Bahan | ||||||||
- | Kayu 5/7 | 0.012 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Paku biasa 2" - 5" | 0.020 | Kg | x | Rp. | 10,000.00 | = | Rp. |
- | Kayu Papan Bouwplank 3/20 | 0.007 | M3 | x | Rp. | 2,500,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 0.100 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 0.100 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.010 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.005 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - e | ||||||||
1 m Pembuatan kantor sementara, dengan lantai plesteran | ||||||||
Bahan | ||||||||
- | Dolken kayu ø 8 - 10/400 cm | 1.250 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Kayu 5/7 | 0.180 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Payu biasa | 0.850 | Kg | x | Rp. | 10,000.00 | = | Rp. |
- | Besi strip | 1.100 | Kg | x | Rp. | 0.00 | = | Rp. |
- | Semen portland | 35.000 | Kg | x | Rp. | 900.00 | = | Rp. |
- | Pasir pasang | 0.150 | M3 | x | Rp. | 100,000.00 | = | Rp. |
- | Pasir beton | 0.100 | M3 | x | Rp. | 110,000.00 | = | Rp. |
- | Koral beton | 0.150 | M3 | x | Rp. | 160,000.00 | = | Rp. |
- | Batu bata | 30.000 | Bh | x | Rp. | 650.00 | = | Rp. |
- | Seng plat | 0.250 | Lbr | x | Rp. | 0.00 | = | Rp. |
- | Jendela nako | 2.000 | Bh | x | Rp. | 0.00 | = | Rp. |
- | Kaca polos | 0.080 | M2 | x | Rp. | 0.00 | = | Rp. |
- | Kunci tanam | 0.150 | Bh | x | Rp. | 0.00 | = | Rp. |
- | Plywood 4 mm | 0.060 | Lbr | x | Rp. | 70,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 2.000 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Tukang Batu | 1.000 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 2.000 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.300 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - f | ||||||||
1 m Pembuatan gudang semen dan alat - alat | ||||||||
Bahan | ||||||||
- | Dolken kayu ø 8 - 10/400 cm | 1.700 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Kayu 5/7 | 0.210 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Paku biasa | 0.300 | Kg | x | Rp. | 10,000.00 | = | Rp. |
- | Semen portland | 10.500 | Kg | x | Rp. | 900.00 | = | Rp. |
- | Pasir beton | 0.030 | M3 | x | Rp. | 110,000.00 | = | Rp. |
- | Koral beton | 0.050 | M3 | x | Rp. | 160,000.00 | = | Rp. |
- | Seng gelombang bjls 32 | 1.500 | Lbr | x | Rp. | 0.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 2.000 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 1.000 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.200 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - g | ||||||||
1 m Pembuatan rumah jaga/konstruksi kayu | ||||||||
Bahan | ||||||||
- | Dolken kayu ø 8 - 10/400 cm | 3.000 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Kayu 5/7 | 0.276 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Paku biasa | 0.700 | Kg | x | Rp. | 10,000.00 | = | Rp. |
- | Seng gelombang bjls 32 | 1.500 | Lbr | x | Rp. | 0.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 1.500 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 1.000 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.150 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - h | ||||||||
1 m Membersihkan lapangan dan perataan | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.100 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - i | ||||||||
1 m Pembuatan bedeng buruh | ||||||||
Bahan | ||||||||
- | Dolken kayu ø 8 - 10/400 cm | 1.250 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Kayu 5/7 | 0.186 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Paku biasa | 0.300 | Kg | x | Rp. | 10,000.00 | = | Rp. |
- | Semen portland | 18.000 | Kg | x | Rp. | 900.00 | = | Rp. |
- | Pasir beton | 0.030 | M3 | x | Rp. | 110,000.00 | = | Rp. |
- | Koral beton | 0.050 | M3 | x | Rp. | 160,000.00 | = | Rp. |
- | Seng gelombang bjls 32 | 1.500 | Lbr | x | Rp. | 0.00 | = | Rp. |
- | Plywood 4 mm | 0.060 | Lbr | x | Rp. | 70,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 2.000 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 1.000 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.200 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - l | ||||||||
1 m2 Pembuatan jalan sementara | ||||||||
Bahan | ||||||||
- | Batu belah 15/20 | 0.150 | M3 | x | Rp. | 0.00 | = | Rp. |
- | Batu pecah 5/7 | 0.090 | M3 | x | Rp. | 0.00 | = | Rp. |
- | Pasir Pasang | 0.010 | M3 | x | Rp. | 100,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Pekerja | 1.000 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - m | ||||||||
1 m3 Bongkaran beton bertulang | ||||||||
Tenaga | ||||||||
- | Pekerja | 6.667 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Mandor | 0.333 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - n | ||||||||
1 m3 Bongkaran beton bertulang | ||||||||
Tenaga | ||||||||
- | Pekerja | 6.667 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Mandor | 0.033 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - o | ||||||||
1 m2 Pasang pagar kawat jaring galvanis, tinggi 1 m | ||||||||
Bahan | ||||||||
- | Pagar kawat jaring | 0.434 | Lbr | x | Rp. | 0.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 0.042 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 0.004 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.042 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.002 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 1 - p | ||||||||
1 m Pasang pagar beton pracetak (5 x 50 x 213) cm | ||||||||
Bahan | ||||||||
- | Panel beton pracetak | 0.986 | Btg | x | Rp. | 57,000.00 | = | Rp. |
- | Kolom beton pracetak | 0.525 | M3 | x | Rp. | 3,500,000.00 | = | Rp. |
- | Pasir beton | 0.074 | M3 | x | Rp. | 110,000.00 | = | Rp. |
- | Koral 2/3 | 0.146 | M3 | x | Rp. | 160,000.00 | = | Rp. |
- | Semen portland | 45.000 | Kg | x | Rp. | 900.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Tukang Kayu | 0.125 | Oh | x | Rp. | 58,000.00 | = | Rp. |
- | Pekerja | 0.375 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Kepala Tukang | 0.012 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.019 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
SNI 03-2835-2002 - 2 | ||||||||
Analisa biaya konstruksi pekerjaan tanah | ||||||||
SNI 03-2835-2002 - 2 - a | ||||||||
1 M3 Galian tanah biasa sedalam 1 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.400 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.040 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - b | ||||||||
1 M3 Galian tanah biasa sedalam 2 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.526 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.052 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - c | ||||||||
1 M3 Galian tanah biasa sedalam 3 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.735 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.073 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - d | ||||||||
1 M3 Galian tanah keras sedalam 1 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.625 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.062 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - e | ||||||||
1 M3 Galian tanah cadas sedalam 1 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 1.250 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.125 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - f | ||||||||
1 M3 Galian tanah lumpur sedalam 1 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.823 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.083 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - g | ||||||||
1 M3 Pekerjaan stripping setinggi 1 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.050 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.005 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - h | ||||||||
1 M3 Pembuangan tanah sejauh 150 meter | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.516 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - i | ||||||||
1 M3 Urugan kembali | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.192 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.019 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - j | ||||||||
1 M3 Pemadatan Tanah | ||||||||
Tenaga | ||||||||
- | Pekerja | 0.500 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.050 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah | = | Rp. | ||||||
SNI 03-2835-2002 - 2 - k | ||||||||
1 M3 Urugan pasir | ||||||||
Bahan | ||||||||
- | Pasir urug | 1.200 | M3 | x | Rp. | 84,000.00 | = | Rp. |
Jumlah (1) | = | Rp. | ||||||
Tenaga | ||||||||
- | Pekerja | 0.300 | Oh | x | Rp. | 39,000.00 | = | Rp. |
- | Tukang Gali | 0.000 | Oh | x | Rp. | 45,000.00 | = | Rp. |
- | Kepala Tukang | 0.000 | Oh | x | Rp. | 72,000.00 | = | Rp. |
- | Mandor | 0.010 | Oh | x | Rp. | 53,000.00 | = | Rp. |
Jumlah (2) | = | Rp. | ||||||
Jumlah (1) + (2) | = | Rp. | ||||||
Rabu, 05 Oktober 2011
ANALISA SNI Pekerjaan Persiapan
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