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| analisa harga satuan pekerjaan persiapan |
Pekerjaan persiapan adalah pekerjaan sebelum pekerjaan bangunan utama dilakukan. Adapun jenis pekerjaan persiapan misalnya pembersihan lahan, pekerjaan bowplank, pembangunan bedeng pekerja dan direksi keet, dll.
Berikut ini adalah analisa harga satuan pekerjaan persiapan format SNI. Koefisien upah dan bahan sudah sesuai format SNI. Harga upah dan bahan bisa menyesuaikan lokasi project masing-masing.
A. 2.2.1.1 (K3) Pembuatan 1 m2 pagar sementara dari kayu tinggi 2 meter
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.400 | 95,000.00 | 38,000.00 | |
| Tukang Kayu | L.02 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Kepala Tukang | L.03 | OH | 0.020 | 110,000.00 | 2,200.00 | |
| Mandor | L.04 | OH | 0.200 | 120,000.00 | 24,000.00 | |
| JUMLAH TENAGA KERJA | 86,200.00 | |||||
| B | BAHAN | |||||
| Dolken kayu Ø 8-10/400 cm | Batang | 1.250 | 25,750.00 | 32,187.50 | ||
| Semen portland | Kg | 5.000 | 1,380.00 | 6,900.00 | ||
| Pasir beton | m3 | 0.005 | 176,166.67 | 880.83 | ||
| Koral beton | m3 | 0.009 | 205,500.00 | 1,849.50 | ||
| Kayu 5/7 | m3 | 0.072 | 4,130,188.00 | 297,373.54 | ||
| Paku biasa 2" - 5" | Kg | 0.060 | 14,500.00 | 870.00 | ||
| Residu | Liter | 0.400 | 58,000.00 | 23,200.00 | ||
| JUMLAH HARGA BAHAN | 363,261.37 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | ||||||
| D | Jumlah (A+B+C) | 449,461.37 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp449,461.37 |
A. 2.2.1.2 (K3) Pembuatan 1 m2 pagar sementara dari seng gelombang tinggi 2 meter
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.2000 | 95,000.00 | 19,000.00 | |
| Tukang Kayu | L.02 | OH | 0.4000 | 110,000.00 | 44,000.00 | |
| Kepala Tukang | L.03 | OH | 0.0200 | 110,000.00 | 2,200.00 | |
| Mandor | L.04 | OH | 0.0200 | 120,000.00 | 2,400.00 | |
| JUMLAH TENAGA KERJA | 67,600.00 | |||||
| B | BAHAN | |||||
| Dolken kayu Ø 8-10/400 cm | Batang | 1.250 | 25,750.00 | 32,187.50 | ||
| Semen portland | Kg | 2.500 | 1,380.00 | 3,450.00 | ||
| Seng gelombang | Lbr | 1.200 | 51,200.00 | 61,440.00 | ||
| Pasir beton | m3 | 0.005 | 176,166.67 | 880.83 | ||
| Koral beton | m3 | 0.009 | 205,500.00 | 1,849.50 | ||
| Kayu 5/7 | m3 | 0.072 | 4,130,188.00 | 297,373.54 | ||
| Paku biasa 2" - 5" | Kg | 0.060 | 14,500.00 | 870.00 | ||
| Meni besi | Liter | 0.450 | 45,750.00 | 20,587.50 | ||
| JUMLAH HARGA BAHAN | 418,638.87 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 486,238.87 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp486,238.87 |
A. 2.2.1.3. (K3) Pembuatan 1 m2 pagar sementara dari kawat duri tinggi 1,8 meter
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.200 | 95,000.00 | 19,000.00 | |
| Tukang Kayu | L.02 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Kepala Tukang | L.03 | OH | 0.020 | 110,000.00 | 2,200.00 | |
| Mandor | L.04 | OH | 0.020 | 120,000.00 | 2,400.00 | |
| JUMLAH TENAGA KERJA | 56,600.00 | |||||
| B | BAHAN | |||||
| Dolken kayu Ø 8-10/400 cm | Batang | 1.000 | 25,750.00 | 25,750.00 | ||
| Semen portland | Kg | 2.000 | 1,380.00 | 2,760.00 | ||
| Kawat duri | M' | 25.000 | 4,953.57 | 123,839.29 | ||
| Pasir beton | m3 | 0.005 | 176,166.67 | 880.83 | ||
| Koral beton | m3 | 0.009 | 205,500.00 | 1,849.50 | ||
| Paku biasa 2" - 5" | Kg | 0.060 | 14,500.00 | 870.00 | ||
| JUMLAH HARGA BAHAN | 155,949.62 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 212,549.62 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp212,549.62 |
A. 2.2.1.4. Pengukuran dan pemasangan 1 m’ Bouwplank
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang Kayu | L.02 | OH | 0.100 | 110,000.00 | 11,000.00 | |
| Kepala Tukang | L.03 | OH | 0.010 | 110,000.00 | 1,100.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 22,200.00 | |||||
| B | BAHAN | |||||
| Kayu 5/7 | m3 | 0.012 | 4,130,188.00 | 49,562.26 | ||
| Paku 2"-5" | Kg | 0.020 | 14,500.00 | 290.00 | ||
| Kayu papan 3/20 | m3 | 0.007 | 4,130,188.00 | 28,911.32 | ||
| JUMLAH HARGA BAHAN | 78,763.57 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 100,963.57 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp100,963.57 |
A. 2.2.1.5. (K3) Pembuatan 1 m2 kantor sementara lantai plesteran
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 2.000 | 95,000.00 | 190,000.00 | |
| Tukang Kayu | L.02 | OH | 2.000 | 110,000.00 | 220,000.00 | |
| Tukang Batu | L.02 | OH | 1.000 | 110,000.00 | 110,000.00 | |
| Kepala Tukang | L.03 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 553,600.00 | |||||
| B | BAHAN | |||||
| Dolken kayu Ø 8-10/400 cm | Batang | 1.250 | 25,750.00 | 32,187.50 | ||
| Kayu | m3 | 0.180 | 4,130,188.00 | 743,433.84 | ||
| Paku biasa | Kg | 0.080 | 14,500.00 | 1,160.00 | ||
| Besi strip | Kg | 1.100 | 10,848.00 | 11,932.80 | ||
| Semen Portland | Kg | 35.000 | 1,380.00 | 48,300.00 | ||
| Pasir pasang | m3 | 0.150 | 207,066.67 | 31,060.00 | ||
| Pasir beton | m3 | 0.100 | 176,166.67 | 17,616.67 | ||
| Koral beton | m3 | 0.150 | 205,500.00 | 30,825.00 | ||
| Bata merah | Bh | 30.000 | 750.00 | 22,500.00 | ||
| Seng plat | Lbr | 0.250 | 294,000.00 | 73,500.00 | ||
| Jendela naco | Bh | 0.200 | 130,000.00 | 26,000.00 | ||
| Kaca polos | m2 | 0.080 | 162,500.00 | 13,000.00 | ||
| Kunci tanam | Bh | 0.150 | 218,837.50 | 32,825.63 | ||
| Plywood 4mm | Lbr | 0.060 | 67,932.50 | 4,075.95 | ||
| JUMLAH HARGA BAHAN | 1,088,417.38 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,642,017.38 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,642,017.38 |
A. 2.2.1.6. (K3) Pembuatan 1 m2 rumah jaga (konstruksi kayu)
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang Kayu | L.02 | OH | 1.500 | 110,000.00 | 165,000.00 | |
| Kepala tukang | L.03 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 282,500.00 | |||||
| B | BAHAN | |||||
| Dolken kayu Ø 8-10/400 cm | Batang | 3.000 | 25,750.00 | 77,250.00 | ||
| Kayu | m3 | 0.276 | 4,130,188.00 | 1,139,931.89 | ||
| Paku biasa | Kg | 0.700 | 14,500.00 | 10,150.00 | ||
| Seng gelombang | Kg | 1.500 | 51,200.00 | 76,800.00 | ||
| JUMLAH HARGA BAHAN | 1,226,881.89 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,509,381.89 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,509,381.89 |
A. 2.2.1.7. (K3) Pembuatan 1 m2 gudang semen dan peralatan
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang Kayu | L.02 | OH | 2.000 | 110,000.00 | 220,000.00 | |
| Kepala Tukang | L.03 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 343,000.00 | |||||
| B | BAHAN | |||||
| Dolken kayu Ø 8-10/400 cm | Batang | 1.700 | 25,750.00 | 43,775.00 | ||
| Kayu | m3 | 0.210 | 4,130,188.00 | 867,339.48 | ||
| Paku biasa | Kg | 0.300 | 14,500.00 | 4,350.00 | ||
| Semen Portland | Kg | 10.500 | 1,380.00 | 14,490.00 | ||
| Pasir beton | m3 | 0.030 | 176,166.67 | 5,285.00 | ||
| Koral beton | m3 | 0.050 | 205,500.00 | 10,275.00 | ||
| Seng gelombang | Lbr | 1.500 | 51,200.00 | 76,800.00 | ||
| Seng plat | Lbr | 0.250 | 294,000.00 | 73,500.00 | ||
| JUMLAH HARGA BAHAN | 1,052,039.48 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,395,039.48 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,395,039.48 |
A. 2.2.1.8. (K3) Pembuatan 1 m2 bedeng pekerja
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang Kayu | L.02 | OH | 2.000 | 110,000.00 | 220,000.00 | |
| Kepala Tukang | L.03 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 343,000.00 | |||||
| B | BAHAN | |||||
| Dolken kayu Ø 8-10/400 cm | Batang | 1.250 | 25,750.00 | 32,187.50 | ||
| Kayu | m3 | 0.186 | 4,130,188.00 | 768,214.97 | ||
| Paku biasa | Kg | 0.300 | 14,500.00 | 4,350.00 | ||
| Semen Portland | Kg | 18.000 | 1,380.00 | 24,840.00 | ||
| Pasir beton | m3 | 0.030 | 176,166.67 | 5,285.00 | ||
| Koral beton | m3 | 0.050 | 205,500.00 | 10,275.00 | ||
| Seng gelombang | Lbr | 1.500 | 51,200.00 | 76,800.00 | ||
| Plywood 4mm | Lbr | 1.350 | 67,932.50 | 91,708.88 | ||
| JUMLAH HARGA BAHAN | 981,473.84 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,324,473.84 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,324,473.84 |
A. 2.2.1.9. (K3) Pembersihan 1 m2 lapangan dan perataan
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 15,500.00 | |||||
| B | BAHAN | |||||
| JUMLAH HARGA BAHAN | - | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 15,500.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp15,500.00 |
A. 2.2.1.10. (K3) Pembuatan 1 m2 steger/perancah dari bambu
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang Kayu | L.02 | OH | 2.000 | 110,000.00 | 220,000.00 | |
| Kepala Tukang | L.03 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 343,000.00 | |||||
| B | BAHAN | |||||
| Bambu Ø 6-8/600 cm | Batang | 1.250 | 11,925.00 | 14,906.25 | ||
| Tali ijuk | m3 | 0.186 | 925.00 | 172.05 | ||
| JUMLAH HARGA BAHAN | 172.05 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 343,172.05 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp343,172.05 |
A. 2.2.1.11. Pembuatan 1 buah kotak adukan ukuran 40 cm x 50 cm x 25 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Tukang Kayu | L.02 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Kepala Tukang | L.03 | OH | 0.030 | 110,000.00 | 3,300.00 | |
| JUMLAH TENAGA KERJA | 36,300.00 | |||||
| B | BAHAN | |||||
| Kayu papan kelas III | m3 | 0.036 | 4,130,188.00 | 148,686.77 | ||
| Kayu balok 5/7 kelas III | m3 | 0.014 | 4,130,188.00 | 57,822.63 | ||
| Paku biasa | kg | 0.080 | 14,500.00 | 1,160.00 | ||
| JUMLAH HARGA BAHAN | 207,669.40 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 243,969.40 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp243,969.40 |
A. 2.2.1.12. Pembuatan 1 m2 jalan sementara
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 95,600.00 | |||||
| B | BAHAN | |||||
| Batu belah | m3 | 0.150 | 223,000.00 | 33,450.00 | ||
| Batu pecah | m3 | 0.090 | 280,000.00 | 25,200.00 | ||
| Pasir pasang | m3 | 0.010 | 207,066.67 | 2,070.67 | ||
| JUMLAH HARGA BAHAN | 60,720.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 156,320.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp156,320.67 |
A. 2.2.1.13. Pembongkaran 1 m3 beton bertulang
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 13.334 | 95,000.00 | 1,266,730.00 | |
| Mandor | L.04 | OH | 0.666 | 120,000.00 | 79,920.00 | |
| JUMLAH TENAGA KERJA | 1,346,650.00 | |||||
| B | BAHAN | |||||
| JUMLAH HARGA BAHAN | - | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,346,650.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,346,650.00 |
A. 2.2.1.14. Pembongkaran 1 m3 dinding tembok bata
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 5.667 | 95,000.00 | 538,365.00 | |
| Mandor | L.04 | OH | 0.333 | 120,000.00 | 39,960.00 | |
| JUMLAH TENAGA KERJA | 578,325.00 | |||||
| B | BAHAN | |||||
| JUMLAH HARGA BAHAN | - | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 578,325.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp578,325.00 |
A. 2.2.1.15. Pemasangan 1 m2 pagar kawat jaring galvanis panjang 240 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.042 | 95,000.00 | 3,990.00 | |
| Tukang | L.02 | OH | 0.004 | 110,000.00 | 440.00 | |
| Kepala Tukang | L.03 | OH | 0.002 | 110,000.00 | 220.00 | |
| Mandor | L.04 | OH | 0.042 | 120,000.00 | 5,040.00 | |
| JUMLAH TENAGA KERJA | 9,690.00 | |||||
| B | BAHAN | |||||
| Kawat jaring | Lbr | 0.1434 | 30,650.00 | 4,395.21 | ||
| JUMLAH HARGA BAHAN | 4,395.21 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 14,085.21 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp14,085.21 |
Semoga bermanfaat 😊
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