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| analisa harga satuan pekerjaan pondasi |
Berikut ini adalah analisa harga satuan pekerjaan pondasi. Koefisien tenaga dan bahan sudah sesuai format SNI.
Harga upah pekerja dan bahan/ material menyesuaikan dengan kondisi setempat.
A.3.2.1.1. Pemasangan 1 m3 pondasi batu belah campuran 1SP : 3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Semen Portland | Kg | 202.000 | 1,380.00 | 278,760.00 | ||
| Pasir Pasang | m3 | 0.485 | 207,066.67 | 100,427.33 | ||
| JUMLAH HARGA BAHAN | 718,787.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 961,037.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp961,037.33 |
A.3.2.1.2. Pemasangan 1 m3 pondasi batu belah campuran 1SP : 4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Semen Portland | Kg | 163.000 | 1,380.00 | 224,940.00 | ||
| Pasir Pasang | m3 | 0.520 | 207,066.67 | 107,674.67 | ||
| JUMLAH HARGA BAHAN | 672,214.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 914,464.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp914,464.67 |
A.3.2.1.3. Pemasangan 1 m3 pondasi batu belah campuran 1SP : 5PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Semen Portland | Kg | 136.000 | 1,380.00 | 187,680.00 | ||
| Pasir Pasang | m3 | 0.544 | 207,066.67 | 112,644.27 | ||
| JUMLAH HARGA BAHAN | 639,924.27 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 882,174.27 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp882,174.27 |
A.3.2.1.4. Pemasangan 1 m3 pondasi batu belah campuran 1SP : 6PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Semen Portland | Kg | 117.000 | 1,380.00 | 161,460.00 | ||
| Pasir Pasang | m3 | 0.561 | 207,066.67 | 116,164.40 | ||
| JUMLAH HARGA BAHAN | 617,224.40 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 859,474.40 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp859,474.40 |
A.3.2.1.5. Pemasangan 1 m3 pondasi batu belah campuran 1SP : 8PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Semen Portland | Kg | 91.000 | 1,380.00 | 125,580.00 | ||
| Pasir Pasang | m3 | 0.584 | 207,066.67 | 120,926.93 | ||
| JUMLAH HARGA BAHAN | 586,106.93 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 828,356.93 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp828,356.93 |
A.3.2.1.6. Pemasangan 1 m3 pondasi batu belah campuran 1SP : 1KP : 2PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Kapur | m3 | 0.170 | 170,000.00 | 28,900.00 | ||
| Semen Portland | Kg | 0.170 | 1,380.00 | 234.60 | ||
| Pasir Pasang | m3 | 0.340 | 207,066.67 | 70,402.67 | ||
| JUMLAH HARGA BAHAN | 439,137.27 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 681,387.27 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp681,387.27 |
A.3.2.1.7. Pemasangan 1 m3 pondasi batu belah campuran 1 SP : 3 KP : 10 PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Kapur | m3 | 0.147 | 170,000.00 | 24,990.00 | ||
| Semen Portland | Kg | 61.000 | 1,380.00 | 84,180.00 | ||
| Pasir Pasang | m3 | 0.492 | 207,066.67 | 101,876.80 | ||
| JUMLAH HARGA BAHAN | 550,646.80 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 792,896.80 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp792,896.80 |
A.3.2.1.8.Pemasangan 1 m3 pondasi batu belah campuran ¼ SP : 1 KP : 4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.500 | 95,000.00 | 142,500.00 | |
| Tukang Batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 242,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Kapur | m3 | 0.131 | 170,000.00 | 22,270.00 | ||
| Semen Portland | Kg | 41.000 | 1,380.00 | 56,580.00 | ||
| Pasir Pasang | m3 | 0.523 | 207,066.67 | 108,295.87 | ||
| JUMLAH HARGA BAHAN | 526,745.87 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 768,995.87 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp768,995.87 |
A.3.2.1.9. (K3) Pemasangan 1 m3 batu kosong (anstamping)
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.780 | 95,000.00 | 74,100.00 | |
| Tukang Batu | L.02 | OH | 0.390 | 110,000.00 | 42,900.00 | |
| Kepala Tukang | L.03 | OH | 0.039 | 110,000.00 | 4,290.00 | |
| Mandor | L.04 | OH | 0.039 | 120,000.00 | 4,680.00 | |
| JUMLAH TENAGA KERJA | 125,970.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 1.200 | 283,000.00 | 339,600.00 | ||
| Pasir Urug | m3 | 0.432 | 202,000.00 | 87,264.00 | ||
| JUMLAH HARGA BAHAN | 426,864.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 552,834.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp552,834.00 |
A.3.2.1.10. Pemasangan 1 m3 pondasi siklop, 60% beton campuran 1SP : 2 PB : 3 Kr dan 40% batu belah
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 3.400 | 95,000.00 | 323,000.00 | |
| Tukang Batu | L.02 | OH | 0.850 | 110,000.00 | 93,500.00 | |
| Kepala Tukang | L.03 | OH | 0.085 | 110,000.00 | 9,350.00 | |
| Mandor | L.04 | OH | 0.170 | 120,000.00 | 20,400.00 | |
| JUMLAH TENAGA KERJA | 446,250.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 0.480 | 283,000.00 | 135,840.00 | ||
| Semen Portland | Kg | 194.000 | 1,380.00 | 267,720.00 | ||
| Pasir Beton | m3 | 0.312 | 176,166.67 | 54,964.00 | ||
| Kerikil | m3 | 0.468 | 205,500.00 | 96,174.00 | ||
| Besi Beton | Kg | 126.000 | 11,000.00 | 1,386,000.00 | ||
| Kawat Beton | Kg | 1.800 | 15,201.50 | 27,362.70 | ||
| JUMLAH HARGA BAHAN | 1,968,060.70 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 2,414,310.70 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp2,414,310.70 |
A.3.2.1.11. Pemasangan 1 m3 pondasi sumuran, diameter 100 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | JumlahHarga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 2.400 | 95,000.00 | 228,000.00 | |
| Tukang Batu | L.02 | OH | 0.800 | 110,000.00 | 88,000.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.119 | 120,000.00 | 14,280.00 | |
| JUMLAH TENAGA KERJA | 339,080.00 | |||||
| B | BAHAN | |||||
| Batu Belah | m3 | 0.450 | 283,000.00 | 127,350.00 | ||
| Semen Portland | Kg | 194.000 | 1,380.00 | 267,720.00 | ||
| Pasir Beton | m3 | 0.312 | 176,166.67 | 54,964.00 | ||
| Kerikil | Kg | 0.468 | 205,500.00 | 96,174.00 | ||
| JUMLAH HARGA BAHAN | 546,208.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 885,288.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp885,288.00 |
Semoga bermanfaat 😊
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