 |
| analisa harga satuan pek. pasangan dinding |
Dinding adalah salah satu bagian dari bangunan yang berfungsi sebagai pemisah antar ruangan, biasanya dipasang secara vertikal.
Umumnya material dinding yang dipakai di proyek adalah bata merah, batako dan bata ringan (heubel). Berikut adalah analisa harga satuan pekerjaan pasangan dinding. Koefisien upah dan bahan/ material sudah sesuai standard SNI. Harga satuan upah dan bahan menyesuaikan lokasi kerja/ proyek.
A. 4.4.1.1. Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 2PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang batu | 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 | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 84,800.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 140.000 | 750.00 | 105,000.00 | ||
| Semen portland | Kg | 43.500 | 1,380.00 | 60,030.00 | ||
| Pasir pasang | m³ | 0.080 | 207,066.67 | 16,565.33 | ||
| JUMLAH HARGA BAHAN | 181,595.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 266,395.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp266,395.33 |
A. 4.4.1.2. Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang batu | 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 | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 84,800.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 140.000 | 750.00 | 105,000.00 | ||
| Semen portland | Kg | 32.950 | 1,380.00 | 45,471.00 | ||
| Pasir pasang | m³ | 0.091 | 207,066.67 | 18,843.07 | ||
| JUMLAH HARGA BAHAN | 169,314.07 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 254,114.07 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp254,114.07 |
A. 4.4.1.3. Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang batu | 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 | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 84,800.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 140.000 | 750.00 | 105,000.00 | ||
| Semen portland | Kg | 26.550 | 1,380.00 | 36,639.00 | ||
| Pasir pasang | m³ | 0.093 | 207,066.67 | 19,257.20 | ||
| JUMLAH HARGA BAHAN | 160,896.20 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 245,696.20 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp245,696.20 |
A. 4.4.1.4. Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 5PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang batu | 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 | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 84,800.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 140.000 | 750.00 | 105,000.00 | ||
| Semen portland | Kg | 22.200 | 1,380.00 | 30,636.00 | ||
| Pasir pasang | m³ | 0.102 | 207,066.67 | 21,120.80 | ||
| JUMLAH HARGA BAHAN | 156,756.80 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 241,556.80 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp241,556.80 |
A. 4.4.1.5 Pemasangan 1m2 Dinding Bata Merah (5x11x22) cm tebal 1 batu campuran 1SP : 6PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang batu | 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 | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 84,800.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 140.000 | 750.00 | 105,000.00 | ||
| Semen portland | Kg | 18.500 | 1,380.00 | 25,530.00 | ||
| Pasir pasang | m³ | 0.122 | 207,066.67 | 25,262.13 | ||
| JUMLAH HARGA BAHAN | 155,792.13 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 240,592.13 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp240,592.13 |
A. 4.4.1.6 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal 1 batu campuran 1SP : 3KP : 10PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang batu | 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 | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 84,800.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 140.000 | 750.00 | 105,000.00 | ||
| Semen portland | Kg | 10.800 | 1,380.00 | 14,904.00 | ||
| Kapur padam | m³ | 0.028 | 170,000.00 | 4,675.00 | ||
| Pasir pasang | m³ | 0.093 | 207,066.67 | 19,153.67 | ||
| JUMLAH HARGA BAHAN | 143,732.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 228,532.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp228,532.67 |
A. 4.4.1.7 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SP : 2PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | Kg | 18.950 | 1,380.00 | 26,151.00 | ||
| Pasir pasang | m³ | 0.038 | 207,066.67 | 7,868.53 | ||
| JUMLAH HARGA BAHAN | 86,519.53 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 128,919.53 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp128,919.53 |
A. 4.4.1.8 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SP : 3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | Kg | 14.370 | 1,380.00 | 19,830.60 | ||
| Pasir pasang | m³ | 0.040 | 207,066.67 | 8,282.67 | ||
| JUMLAH HARGA BAHAN | 80,613.27 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 123,013.27 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp123,013.27 |
A.4.4.1.9 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SP :4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | Kg | 11.500 | 1,380.00 | 15,870.00 | ||
| Pasir pasang | m³ | 0.043 | 207,066.67 | 8,903.87 | ||
| JUMLAH HARGA BAHAN | 77,273.87 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 119,673.87 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp119,673.87 |
A. 4.4.1.10 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SP :5PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | Kg | 9.680 | 1,380.00 | 13,358.40 | ||
| Pasir pasang | m³ | 0.045 | 207,066.67 | 9,318.00 | ||
| JUMLAH HARGA BAHAN | 75,176.40 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 117,576.40 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp117,576.40 |
A. 4.4.1.11 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SP : 6PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | Kg | 8.320 | 1,380.00 | 11,481.60 | ||
| Pasir pasang | m³ | 0.049 | 207,066.67 | 10,146.27 | ||
| JUMLAH HARGA BAHAN | 74,127.87 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 116,527.87 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp116,527.87 |
A. 4.4.1.12 Pemasangan 1m2 dinding bata merah (5x11x22)cm tebal ½ batu campuran 1SP :8PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | Kg | 6.500 | 1,380.00 | 8,970.00 | ||
| Pasir pasang | m³ | 0.050 | 207,066.67 | 10,353.33 | ||
| JUMLAH HARGA BAHAN | 71,823.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 114,223.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp114,223.33 |
A. 4.4.1.13 Pemasangan 1m2 dinding bata merah (5x11x22)cm tebal ½ batu campuran 1SP : 3KP :10PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | Kg | 4.500 | 1,380.00 | 6,210.00 | ||
| Kapur padam | m³ | 0.015 | 1,700.00 | 25.50 | ||
| Pasir pasang | m³ | 0.050 | 207,066.67 | 10,353.33 | ||
| JUMLAH HARGA BAHAN | 69,088.83 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 111,488.83 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp111,488.83 |
A. 4.4.1.14 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SM : 1KP :1PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen merah | Kg | 0.018 | 16,500.00 | 297.00 | ||
| Kapur padam | m³ | 0.018 | 170,000.00 | 3,060.00 | ||
| Pasir pasang | m³ | 0.018 | 207,066.67 | 3,727.20 | ||
| JUMLAH HARGA BAHAN | 59,584.20 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 101,984.20 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp101,984.20 |
A. 4.4.1.15 Pemasangan 1m2 dinding bata merah (5x11x22) cm tebal ½ batu campuran 1SM : 1KP :2PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen merah | Kg | 0.014 | 16,500.00 | 231.00 | ||
| Kapur padam | m³ | 0.014 | 170,000.00 | 2,380.00 | ||
| Pasir pasang | m³ | 0.028 | 207,066.67 | 5,797.87 | ||
| JUMLAH HARGA BAHAN | 60,908.87 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 103,308.87 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp103,308.87 |
A. 4.4.1.16 Pemasangan 1m2 dinding conblock HB20 campuran 1SP : 3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.350 | 95,000.00 | 33,250.00 | |
| Tukang batu | L.02 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Kepala Tukang | L.03 | OH | 0.015 | 110,000.00 | 1,650.00 | |
| Mandor | L.04 | OH | 0.018 | 120,000.00 | 2,160.00 | |
| JUMLAH TENAGA KERJA | 53,560.00 | |||||
| B | BAHAN | |||||
| HB-20 | bh | 12.500 | 3,100.00 | 38,750.00 | ||
| Semen portland | Kg | 30.320 | 1,380.00 | 41,841.60 | ||
| Pasir pasang | m³ | 0.728 | 207,066.67 | 150,744.53 | ||
| Besi angker Ø 8 | Kg | 0.280 | 11,000.00 | 3,080.00 | ||
| JUMLAH HARGA BAHAN | 234,416.13 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 287,976.13 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp287,976.13 |
A. 4.4.1.17 Pemasangan 1m2 dinding conblock HB20 campuran 1SP : 4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.350 | 95,000.00 | 33,250.00 | |
| Tukang batu | L.02 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Kepala Tukang | L.03 | OH | 0.015 | 110,000.00 | 1,650.00 | |
| Mandor | L.04 | OH | 0.018 | 120,000.00 | 2,160.00 | |
| JUMLAH TENAGA KERJA | 53,560.00 | |||||
| B | BAHAN | |||||
| HB-20 | bh | 12.500 | 3,100.00 | 38,750.00 | ||
| Semen portland | Kg | 24.260 | 1,380.00 | 33,478.80 | ||
| Pasir pasang | m³ | 0.772 | 207,066.67 | 159,855.47 | ||
| Besi angker Ø 8 | Kg | 0.280 | 11,000.00 | 3,080.00 | ||
| JUMLAH HARGA BAHAN | 235,164.27 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 288,724.27 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp288,724.27 |
A. 4.4.1.8 Pemasangan 1m2 dinding conblock HB15 campuran 1SP : 3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.320 | 95,000.00 | 30,400.00 | |
| Tukang batu | L.02 | OH | 0.120 | 110,000.00 | 13,200.00 | |
| Kepala Tukang | L.03 | OH | 0.012 | 110,000.00 | 1,320.00 | |
| Mandor | L.04 | OH | 0.016 | 120,000.00 | 1,920.00 | |
| JUMLAH TENAGA KERJA | 46,840.00 | |||||
| B | BAHAN | |||||
| HB-15 | bh | 12.500 | 3,100.00 | 38,750.00 | ||
| Semen portland | Kg | 22.740 | 1,380.00 | 31,381.20 | ||
| Pasir pasang | m³ | 0.550 | 207,066.67 | 113,886.67 | ||
| Besi angker Ø 8 | Kg | 0.280 | 11,000.00 | 3,080.00 | ||
| JUMLAH HARGA BAHAN | 187,097.87 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 233,937.87 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp233,937.87 |
A. 4.4.1.19 Pemasangan 1 m2 dinding conblock HB15 campuran 1SP :4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.320 | 95,000.00 | 30,400.00 | |
| Tukang batu | L.02 | OH | 0.120 | 110,000.00 | 13,200.00 | |
| Kepala Tukang | L.03 | OH | 0.012 | 110,000.00 | 1,320.00 | |
| Mandor | L.04 | OH | 0.016 | 120,000.00 | 1,920.00 | |
| JUMLAH TENAGA KERJA | 46,840.00 | |||||
| B | BAHAN | |||||
| HB-15 | bh | 12.500 | 3,100.00 | 38,750.00 | ||
| Semen portland | Kg | 18.200 | 1,380.00 | 25,116.00 | ||
| Pasir pasang | m³ | 0.582 | 207,066.67 | 120,512.80 | ||
| Besi angker Ø 8 | Kg | 0.280 | 11,000.00 | 3,080.00 | ||
| JUMLAH HARGA BAHAN | 187,458.80 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 234,298.80 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp234,298.80 |
A. 4.4.1.20 Pemasangan 1 cm2 dinding conblock HB10 campuran 1SP :3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| HB-10 | bh | 12.500 | 3,100.00 | 38,750.00 | ||
| Semen portland | Kg | 15.160 | 1,380.00 | 20,920.80 | ||
| Pasir pasang | m³ | 0.364 | 207,066.67 | 75,372.27 | ||
| Besi angker Ø 8 | Kg | 0.280 | 11,000.00 | 3,080.00 | ||
| JUMLAH HARGA BAHAN | 138,123.07 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 180,523.07 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp180,523.07 |
A. 4.4.1.21 Pemasangan 1 cm2 dinding conblock HB10 campuran 1SP : 4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.000 | 28,500.000 | |
| Tukang batu | L.02 | OH | 0.100 | 110,000.000 | 11,000.000 | |
| Kepala Tukang | L.03 | OH | 0.010 | 110,000.000 | 1,100.000 | |
| Mandor | L.04 | OH | 0.015 | 120,000.000 | 1,800.000 | |
| JUMLAH TENAGA KERJA | 42,400.000 | |||||
| B | BAHAN | |||||
| HB-10 | bh | 12.500 | 3,100.000 | 38,750.000 | ||
| Semen portland | Kg | 12.130 | 1,380.000 | 16,739.400 | ||
| Pasir pasang | m³ | 0.388 | 207,066.667 | 80,341.867 | ||
| Besi angker Ø 8 | Kg | 0.280 | 11,000.000 | 3,080.000 | ||
| JUMLAH HARGA BAHAN | 138,911.267 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 181,311.267 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp181,311.27 |
A. 4.4.1.22 Pemasangan 1 m2 dinding terawang (rooster) 12x11x24 campuran 1SP :3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata rooster | bh | 30.000 | 15,250.00 | 457,500.00 | ||
| Semen portland | Kg | 11.000 | 1,380.00 | 15,180.00 | ||
| Pasir pasang | m³ | 0.035 | 207,066.67 | 7,247.33 | ||
| JUMLAH HARGA BAHAN | 479,927.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 522,327.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp522,327.33 |
A. 4.4.1.23 Pemasangan 1 cm2 dinding terawang (rooster) 12x11x24 campuran 1SP :4PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 42,400.00 | |||||
| B | BAHAN | |||||
| Bata rooster | bh | 30.000 | 15,250.00 | 457,500.00 | ||
| Semen portland | Kg | 11.000 | 1,380.00 | 15,180.00 | ||
| Pasir pasang | m³ | 0.035 | 207,066.67 | 7,247.33 | ||
| JUMLAH HARGA BAHAN | 479,927.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 522,327.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp522,327.33 |
A. 4.4.1.24 Pemasangan 1 cm2 dinding bata berongga ekspose 12x11x24 campuran 1SP :3PP
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | L.02 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Kepala Tukang | L.03 | OH | 0.015 | 110,000.00 | 1,650.00 | |
| Mandor | L.04 | OH | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 48,450.00 | |||||
| B | BAHAN | |||||
| Bata rooster | bh | 70.000 | 15,250.00 | 1,067,500.00 | ||
| Semen portland | Kg | 14.000 | 1,380.00 | 19,320.00 | ||
| Pasir pasang | m³ | 0.032 | 207,066.67 | 6,626.13 | ||
| JUMLAH HARGA BAHAN | 1,093,446.13 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,141,896.13 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,141,896.13 |
A. 4.4.1.25 Pemasangan 1 m2 dinding bata ringan tebal 7,5 cm dengan mortar siap pakai
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.010 | 120,000.00 | 1,200.00 | |
| JUMLAH TENAGA KERJA | 41,800.00 | |||||
| B | BAHAN | |||||
| Bata ringan tebal 7,5 cm | bh | 8.400 | 85.59 | 718.92 | ||
| Mortar siap pakai | Kg | 3.200 | 2,650.00 | 8,480.00 | ||
| JUMLAH HARGA BAHAN | 9,198.92 | |||||
| C | PERALATAN | |||||
| Peralatan | % | 10.000 | 919.89 | |||
| JUMLAH HARGA ALAT | 919.89 | |||||
| D | Jumlah (A+B+C) | 51,918.81 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp51,918.81 |
A. 4.4.1.26 Pemasangan 1m2 dinding bata ringan tebal 12.5 cm dengan mortar siap pakai
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.300 | 95,000.00 | 28,500.00 | |
| Tukang batu | 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 | 0.010 | 120,000.00 | 1,200.00 | |
| JUMLAH TENAGA KERJA | 41,800.00 | |||||
| B | BAHAN | |||||
| Bata ringan tebal 12.5 cm | bh | 8.000 | 15,500.00 | 124,000.00 | ||
| Mortar siap pakai | Kg | 5.240 | 2,650.00 | 13,886.00 | ||
| JUMLAH HARGA BAHAN | 137,886.00 | |||||
| C | PERALATAN | |||||
| Peralatan | % | 10.000 | 13,788.60 | |||
| JUMLAH HARGA ALAT | 13,788.60 | |||||
| D | Jumlah (A+B+C) | 193,474.60 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp193,474.60 |
A. 4.4.1.27 Pemasangan 1m2 dinding batako hollowblock
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.320 | 95,000.00 | 30,400.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 44,300.00 | |||||
| B | BAHAN | |||||
| Batako | bh | 12.500 | 3,100.00 | 38,750.00 | ||
| Sement Porland | kg | 7.500 | 1,380.00 | 10,350.00 | ||
| Pasir Pasang | m3 | 0.027 | 207,066.67 | 5,590.80 | ||
| JUMLAH HARGA BAHAN | 54,690.80 | |||||
| C | PERALATAN | |||||
| Peralatan | ||||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 98,990.80 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp98,990.80 |
A. 4.4.1.28 Pemasangan 1m2 batako rebah hollowblock
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.320 | 95,000.00 | 30,400.00 | |
| Tukang batu | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 44,300.00 | |||||
| B | BAHAN | |||||
| Batako | bh | 18.750 | 3,100.00 | 58,125.00 | ||
| Sement Porland | kg | 11.250 | 1,380.00 | 15,525.00 | ||
| Pasir Pasang | m3 | 0.041 | 207,066.67 | 8,386.20 | ||
| JUMLAH HARGA BAHAN | 82,036.20 | |||||
| C | PERALATAN | |||||
| Peralatan | ||||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 126,336.20 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp126,336.20 |
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