 |
| analisa harga satuan pekerjaan kayu |
Berikut adalah analisa harga satuan pekerjaan kayu. Koefisien upah dan bahan sudah disesuaikan standar SNI. Harga bahan dan upah menyesuaikan waktu dan lokasi kegiatan/ proyek.
A.4.6.1.1. Pembuatan dan pemasangan 1 m3 kusen pintu dan kusen jendela, kayu kelas I
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 7.000 | 95,000.00 | 665,000.00 | |
| Tukang kayu | L.03 | OH | 21.000 | 110,000.00 | 2,310,000.00 | |
| Kepala Tukang | L.03 | OH | 2.100 | 110,000.00 | 231,000.00 | |
| Mandor | L.04 | OH | 0.350 | 120,000.00 | 42,000.00 | |
| JUMLAH TENAGA KERJA | 3,248,000.00 | |||||
| B | BAHAN | |||||
| Balok kayu | m³ | 1.100 | 17,142,000.00 | 18,856,200.00 | ||
| Paku 10 cm | Kg | 1.250 | 14,500.00 | 18,125.00 | ||
| Lem kayu | Kg | 1.000 | 40,000.00 | 40,000.00 | ||
| JUMLAH HARGA BAHAN | 18,914,325.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 22,162,325.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp22,162,325.00 |
A.4.6.1.2.Pembuatan dan pemasangan 1 m3 kusen pintu dan kusen jendela, kayu kelas II atau III
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 6.000 | 95,000.00 | 570,000.00 | |
| Tukang kayu | L.03 | OH | 18.000 | 110,000.00 | 1,980,000.00 | |
| Kepala Tukang | L.03 | OH | 1.800 | 110,000.00 | 198,000.00 | |
| Mandor | L.04 | OH | 0.300 | 120,000.00 | 36,000.00 | |
| JUMLAH TENAGA KERJA | 2,784,000.00 | |||||
| B | BAHAN | |||||
| Balok kayu | m³ | 1.200 | 8,827,500.00 | 10,593,000.00 | ||
| Paku 10 cm | Kg | 1.250 | 14,500.00 | 18,125.00 | ||
| Lem kayu | Kg | 1.000 | 40,000.00 | 40,000.00 | ||
| JUMLAH HARGA BAHAN | 10,651,125.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 13,435,125.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp13,435,125.00 |
A.4.6.1.3. Pembuatan dan pemasangan 1 m2 pintu klamp standar, kayu kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.350 | 95,000.00 | 33,250.00 | |
| Tukang kayu | L.03 | OH | 1.050 | 110,000.00 | 115,500.00 | |
| Kepala Tukang | L.03 | OH | 0.105 | 110,000.00 | 11,550.00 | |
| Mandor | L.04 | OH | 0.018 | 120,000.00 | 2,160.00 | |
| JUMLAH TENAGA KERJA | 162,460.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.040 | 12,201,042.00 | 488,041.68 | ||
| Paku 5 - 7 cm | Kg | 0.050 | 14,500.00 | 725.00 | ||
| JUMLAH HARGA BAHAN | 488,766.68 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 651,226.68 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp651,226.68 |
A.4.6.1.4. Pembuatan dan pemasangan 1 m2 pintu klamp sederhana, kayu kelas III
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.350 | 95,000.00 | 33,250.00 | |
| Tukang kayu | L.03 | OH | 1.050 | 110,000.00 | 115,500.00 | |
| Kepala Tukang | L.03 | OH | 0.105 | 110,000.00 | 11,550.00 | |
| Mandor | L.04 | OH | 0.018 | 120,000.00 | 2,160.00 | |
| JUMLAH TENAGA KERJA | 162,460.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.040 | 9,045,300.00 | 361,812.00 | ||
| Paku 5 - 7 cm | Kg | 0.050 | 14,500.00 | 725.00 | ||
| JUMLAH HARGA BAHAN | 362,537.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 524,997.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp524,997.00 |
A.4.6.1.5. Pembuatan dan pemasangan 1 m2 daun pintu panel, kayu kelas I atau II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang kayu | L.03 | OH | 3.000 | 110,000.00 | 330,000.00 | |
| Kepala Tukang | L.03 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 464,000.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.040 | 19,350,000.00 | 774,000.00 | ||
| Lem kayu | Kg | 0.500 | 62,000.00 | 31,000.00 | ||
| JUMLAH HARGA BAHAN | 805,000.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,269,000.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,269,000.00 |
A.4.6.1.5a. Pembuatan dan pemasangan 1 m2 daun pintu panel lapis aluminium jeruk, kayu kelas I atau II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang kayu | L.03 | OH | 3.000 | 110,000.00 | 330,000.00 | |
| Kepala Tukang | L.03 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 464,000.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.030 | 19,350,000.00 | 580,500.00 | ||
| Lapis aluminium jeruk | lbr | 0.366 | 111,750.00 | 40,892.13 | ||
| Lem kayu | Kg | 0.500 | 62,000.00 | 31,000.00 | ||
| JUMLAH HARGA BAHAN | 652,392.13 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,116,392.13 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,116,392.13 |
A.4.6.1.6. Pembuatan dan pemasangan 1 m2 pintu dan jendela kaca, kayu kelas I atau II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.800 | 95,000.00 | 76,000.00 | |
| Tukang kayu | L.03 | OH | 2.400 | 110,000.00 | 264,000.00 | |
| Kepala Tukang | L.03 | OH | 0.240 | 110,000.00 | 26,400.00 | |
| Mandor | L.04 | OH | 0.040 | 120,000.00 | 4,800.00 | |
| JUMLAH TENAGA KERJA | 371,200.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.024 | 19,350,000.00 | 464,400.00 | ||
| Lem kayu | Kg | 0.300 | 62,000.00 | 18,600.00 | ||
| JUMLAH HARGA BAHAN | 483,000.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 854,200.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp854,200.00 |
A.4.6.1.7. Pembuatan dan pemasangan 1 m2 pintu dan jendela jalusi kayu kelas I atau II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang kayu | L.03 | OH | 3.000 | 110,000.00 | 330,000.00 | |
| Kepala Tukang | L.03 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 464,000.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.064 | 19,350,000.00 | 1,238,400.00 | ||
| Lem kayu | Kg | 0.500 | 62,000.00 | 31,000.00 | ||
| JUMLAH HARGA BAHAN | 1,269,400.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,733,400.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,733,400.00 |
A.4.6.1.8. Pembuatan 1 m2 daun pintu plywood rangkap, rangka kayu kelas II tertutup (lebar sampai 90 cm)
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.700 | 95,000.00 | 66,500.00 | |
| Tukang kayu | L.03 | OH | 2.100 | 110,000.00 | 231,000.00 | |
| Kepala Tukang | L.03 | OH | 0.210 | 110,000.00 | 23,100.00 | |
| Mandor | L.04 | OH | 0.035 | 120,000.00 | 4,200.00 | |
| JUMLAH TENAGA KERJA | 324,800.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.025 | 19,350,000.00 | 483,750.00 | ||
| Paku 1 cm - 2,5 cm | kg | 0.030 | 14,500.00 | 435.00 | ||
| Lem kayu | kg | 0.500 | 62,000.00 | 31,000.00 | ||
| Plywood tebal 4 mm ukuran (90 x 220) cm | lembar | 1.000 | 67,932.50 | 67,932.50 | ||
| JUMLAH HARGA BAHAN | 583,117.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 907,917.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp907,917.50 |
A.4.6.1.9. Pembuatan 1 m2 pintu plywood rangkap, rangka expose kayu kelas I atau II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.800 | 95,000.00 | 76,000.00 | |
| Tukang kayu | L.03 | OH | 2.400 | 110,000.00 | 264,000.00 | |
| Kepala Tukang | L.03 | OH | 0.240 | 110,000.00 | 26,400.00 | |
| Mandor | L.04 | OH | 0.040 | 120,000.00 | 4,800.00 | |
| JUMLAH TENAGA KERJA | 371,200.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.026 | 19,350,000.00 | 495,360.00 | ||
| Paku 1 cm - 2,5 cm | kg | 0.030 | 14,500.00 | 435.00 | ||
| Lem kayu | kg | 0.500 | 62,000.00 | 31,000.00 | ||
| Plywood tebal 4 mm (90 x 220) cm | lembar | 1.000 | 67,932.50 | 67,932.50 | ||
| JUMLAH HARGA BAHAN | 594,727.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 965,927.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp965,927.50 |
A.4.6.1.10. Pemasangan 1 m2 jalusi kusen, kayu kelas I atau II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.670 | 95,000.00 | 63,650.00 | |
| Tukang kayu | L.03 | 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 | 0.335 | 120,000.00 | 40,200.00 | |
| JUMLAH TENAGA KERJA | 345,850.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.060 | 19,350,000.00 | 1,161,000.00 | ||
| Paku 1 cm - 2,5 cm | kg | 0.150 | 14,500.00 | 2,175.00 | ||
| JUMLAH HARGA BAHAN | 1,163,175.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,509,025.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,509,025.00 |
A.4.6.1.11. Pemasangan 1 m2 teakwood rangkap, rangka expose kayu kelas I
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.800 | 95,000.00 | 76,000.00 | |
| Tukang kayu | L.03 | OH | 2.400 | 110,000.00 | 264,000.00 | |
| Kepala Tukang | L.03 | OH | 0.240 | 110,000.00 | 26,400.00 | |
| Mandor | L.04 | OH | 0.040 | 120,000.00 | 4,800.00 | |
| JUMLAH TENAGA KERJA | 371,200.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.025 | 17,142,000.00 | 428,550.00 | ||
| Paku 1 cm - 2,5 cm | kg | 0.030 | 14,500.00 | 435.00 | ||
| Lem kayu | kg | 0.300 | 62,000.00 | 18,600.00 | ||
| Teakwood 4 mm 90 x 220 cm | lemabr | 1.000 | 67,932.50 | 67,932.50 | ||
| JUMLAH HARGA BAHAN | 515,517.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 886,717.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp886,717.50 |
A.4.6.1.12. Pemasangan 1 m2 teakwood rangkap lapis formika, rangka expose kayu kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.850 | 95,000.00 | 80,750.00 | |
| Tukang kayu | L.03 | OH | 2.550 | 110,000.00 | 280,500.00 | |
| Kepala Tukang | L.03 | OH | 0.255 | 110,000.00 | 28,050.00 | |
| Mandor | L.04 | OH | 0.043 | 120,000.00 | 5,160.00 | |
| JUMLAH TENAGA KERJA | 394,460.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.025 | 12,201,042.00 | 305,026.05 | ||
| Paku 1 cm - 2,5 cm | kg | 0.030 | 14,500.00 | 435.00 | ||
| Lem kayu | kg | 0.800 | 62,000.00 | 49,600.00 | ||
| Teakwood 4 mm 90 x 220 cm | lembar | 1.000 | 67,932.50 | 67,932.50 | ||
| Formika | lembar | 0.500 | 149,700.00 | 74,850.00 | ||
| JUMLAH HARGA BAHAN | 497,843.55 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 892,303.55 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp892,303.55 |
A.4.6.1.13. Pemasangan 1 m3 konstruksi kuda-kuda konvensional, kayu kelas I, II dan III bentang 6 meter
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 4.000 | 95,000.00 | 380,000.00 | |
| Tukang kayu | L.03 | OH | 12.000 | 110,000.00 | 1,320,000.00 | |
| Kepala Tukang | L.03 | OH | 1.200 | 110,000.00 | 132,000.00 | |
| Mandor | L.04 | OH | 0.200 | 120,000.00 | 24,000.00 | |
| JUMLAH TENAGA KERJA | 1,856,000.00 | |||||
| B | BAHAN | |||||
| Balok kayu | m³ | 1.100 | 17,142,000.00 | 18,856,200.00 | ||
| Besi strip tebal 5 mm | kg | 15.000 | 10,848.00 | 162,720.00 | ||
| Paku 12 cm | kg | 5.600 | 14,500.00 | 81,200.00 | ||
| JUMLAH HARGA BAHAN | 19,100,120.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 20,956,120.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp20,956,120.00 |
A.4.6.1.14. Pemasangan 1 m3 konstruksi kuda-kuda expose, kayu kelas I
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 6.700 | 95,000.00 | 636,500.00 | |
| Tukang kayu | L.03 | OH | 20.100 | 110,000.00 | 2,211,000.00 | |
| Kepala Tukang | L.03 | OH | 2.010 | 110,000.00 | 221,100.00 | |
| Mandor | L.04 | OH | 0.335 | 120,000.00 | 40,200.00 | |
| JUMLAH TENAGA KERJA | 3,108,800.00 | |||||
| B | BAHAN | |||||
| Balok kayu | m³ | 1.200 | 17,142,000.00 | 20,570,400.00 | ||
| Besi strip tebal 5 mm | kg | 15.000 | 10,848.00 | 162,720.00 | ||
| Paku 12 cm | kg | 5.600 | 14,500.00 | 81,200.00 | ||
| JUMLAH HARGA BAHAN | 20,814,320.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 23,923,120.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp23,923,120.00 |
A.4.6.1.15. Pemasangan 1 m3 konstruksi gordeng, kayu kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 6.700 | 95,000.00 | 636,500.00 | |
| Tukang kayu | L.03 | OH | 20.100 | 110,000.00 | 2,211,000.00 | |
| Kepala Tukang | L.03 | OH | 2.010 | 110,000.00 | 221,100.00 | |
| Mandor | L.04 | OH | 0.335 | 120,000.00 | 40,200.00 | |
| JUMLAH TENAGA KERJA | 3,108,800.00 | |||||
| B | BAHAN | |||||
| Balok kayu | m³ | 1.100 | 9,600,000.00 | 10,560,000.00 | ||
| Besi strip tebal 5 mm | kg | 15.000 | 10,848.00 | 162,720.00 | ||
| Paku 12 cm | kg | 3.000 | 14,500.00 | 43,500.00 | ||
| JUMLAH HARGA BAHAN | 10,766,220.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 13,875,020.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp13,875,020.00 |
A.4.6.1.16. Pemasangan 1 m2 rangka atap genteng keramik, kayu kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | |||||
| Kaso-kaso 5 x 7cm | m³ | 0.014 | 9,125,000.00 | 127,750.00 | ||
| Reng 2 x 3 cm | m³ | 0.036 | 9,125,000.00 | 328,500.00 | ||
| Paku 5 dan 10 cm | kg | 0.250 | 14,500.00 | 3,625.00 | ||
| JUMLAH HARGA BAHAN | 459,875.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 482,075.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp482,075.00 |
A.4.6.1.17. Pemasangan 1 m2 rangka atap genteng beton, kayu kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | |||||
| Kaso-kaso 5 x 7cm | m³ | 0.014 | 9,125,000.00 | 127,750.00 | ||
| Reng (3 x 4) cm | m³ | 0.057 | 9,125,000.00 | 520,125.00 | ||
| Paku 5 dan 10 cm | kg | 0.250 | 14,500.00 | 3,625.00 | ||
| JUMLAH HARGA BAHAN | 651,500.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 673,700.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp673,700.00 |
A.4.6.1.18. Pemasangan 1 m2 rangka atap sirap, kayu kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.120 | 95,000.00 | 11,400.00 | |
| Tukang kayu | L.03 | 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 | 0.006 | 120,000.00 | 720.00 | |
| JUMLAH TENAGA KERJA | 26,640.00 | |||||
| B | BAHAN | |||||
| Kayu kelas II | m³ | 0.014 | 9,600,000.00 | 134,400.00 | ||
| Paku 5 dan 10 cm | kg | 0.057 | 14,500.00 | 826.50 | ||
| JUMLAH HARGA BAHAN | 135,226.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 161,866.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp161,866.50 |
A.4.6.1.19. Pemasangan 1 m2 rangka langit-langit (50 x 100) cm, kayu kelas II atau III
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.150 | 95,000.00 | 14,250.00 | |
| Tukang kayu | L.03 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Kepala Tukang | L.03 | OH | 0.030 | 110,000.00 | 3,300.00 | |
| Mandor | L.04 | OH | 0.075 | 120,000.00 | 9,000.00 | |
| JUMLAH TENAGA KERJA | 59,550.00 | |||||
| B | BAHAN | |||||
| Kaso-kaso 5 x 7cm | m³ | 0.015 | 9,125,000.00 | 140,525.00 | ||
| Paku 5 dan 10 cm | kg | 0.200 | 14,500.00 | 2,900.00 | ||
| JUMLAH HARGA BAHAN | 143,425.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 202,975.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp202,975.00 |
A.4.6.1.20.Pemasangan 1 m2 rangka langit-langit (60 x 60) cm, kayu kelas II atau III
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.200 | 95,000.00 | 19,000.00 | |
| Tukang kayu | L.03 | OH | 0.300 | 110,000.00 | 33,000.00 | |
| Kepala Tukang | L.03 | OH | 0.030 | 110,000.00 | 3,300.00 | |
| Mandor | L.04 | OH | 0.010 | 120,000.00 | 1,200.00 | |
| JUMLAH TENAGA KERJA | 56,500.00 | |||||
| B | BAHAN | |||||
| Kaso-kaso 5 x 7cm | m³ | 0.016 | 9,125,000.00 | 148,737.50 | ||
| Paku 7 - 10 cm | kg | 0.250 | 14,500.00 | 3,625.00 | ||
| JUMLAH HARGA BAHAN | 152,362.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 208,862.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp208,862.50 |
A.4.6.1.20a. Pemasangan 1 m’ lisplank ukuran (3 x 10) cm, kayu kelas I atau kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 34,300.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.004 | 19,350,000.00 | 71,595.00 | ||
| Paku 5 - 7 cm | kg | 0.050 | 14,500.00 | 14,500.05 | ||
| JUMLAH HARGA BAHAN | 86,095.05 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 120,395.05 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp120,395.05 |
A.4.6.1.21. Pemasangan 1 m’ lisplank ukuran (3 x 20) cm, kayu kelas I atau kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 34,300.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.011 | 19,350,000.00 | 208,980.00 | ||
| Paku 5 - 7 cm | kg | 0.100 | 14,500.00 | 14,500.10 | ||
| JUMLAH HARGA BAHAN | 223,480.10 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 257,780.10 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp257,780.10 |
A.4.6.1.22. Pemasangan 1 m’ lisplank ukuran (3 x 30) cm, kayu kelas I atau kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 34,300.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.011 | 19,350,000.00 | 212,850.00 | ||
| Paku 5 - 7 cm | kg | 0.050 | 14,500.00 | 725.00 | ||
| JUMLAH HARGA BAHAN | 213,575.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 247,875.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp247,875.00 |
A.4.6.1.22a. Pemasangan 1 m’ lisplank fibercement eave pro coral white setara shera (16x240x3000 mm )
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 34,300.00 | |||||
| B | BAHAN | |||||
| fibercement eave pro coral white setara shera (16x240x3000 mm ) | m1 | 1.050 | 52,916.67 | 55,562.50 | ||
| Paku skrup 5 - 7 cm | kg | 0.050 | 20,000.00 | 1,000.00 | ||
| JUMLAH HARGA BAHAN | 56,562.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 90,862.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp90,862.50 |
A.4.6.1.23. Pemasangan 1 m2 rangka dinding pemisah (60 x 120) cm kayu kelas I
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.150 | 95,000.00 | 14,250.00 | |
| Tukang kayu | L.03 | OH | 0.450 | 110,000.00 | 49,500.00 | |
| Kepala Tukang | L.03 | OH | 0.045 | 110,000.00 | 4,950.00 | |
| Mandor | L.04 | OH | 0.008 | 120,000.00 | 960.00 | |
| JUMLAH TENAGA KERJA | 69,660.00 | |||||
| B | BAHAN | |||||
| Balok kayu | m³ | 0.028 | 17,142,000.00 | 479,976.00 | ||
| Paku 5 - 7 cm | kg | 0.150 | 14,500.00 | 2,175.00 | ||
| JUMLAH HARGA BAHAN | 482,151.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 551,811.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp551,811.00 |
A.4.6.1.25. Pemasangan 1 m2 dinding pemisah plywood rangkap, rangka kayu kelas II
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.200 | 95,000.00 | 19,000.00 | |
| Tukang kayu | L.03 | OH | 0.600 | 110,000.00 | 66,000.00 | |
| Kepala Tukang | L.03 | OH | 0.060 | 110,000.00 | 6,600.00 | |
| Mandor | L.04 | OH | 0.010 | 120,000.00 | 1,200.00 | |
| JUMLAH TENAGA KERJA | 92,800.00 | |||||
| B | BAHAN | |||||
| Balok kayu, 6 x 12 | m³ | 0.028 | 9,600,000.00 | 268,800.00 | ||
| Paku 5 dan 10 | kg | 0.150 | 14,500.00 | 2,175.00 | ||
| Plywood 4 mm, 120 x 240 | lembar | 0.860 | 67,932.50 | 58,421.95 | ||
| Lem kayu | kg | 0.560 | 62,000.00 | 34,720.00 | ||
| JUMLAH HARGA BAHAN | 364,116.95 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 456,916.95 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp456,916.95 |
A.4.6.1.26. Pemasangan 1 m2 dinding lambrisering dari papan kayu kelas I
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang kayu | L.03 | OH | 1.800 | 110,000.00 | 198,000.00 | |
| Kepala Tukang | L.03 | OH | 0.180 | 110,000.00 | 19,800.00 | |
| Mandor | L.04 | OH | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 278,400.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m³ | 0.007 | 19,350,000.00 | 135,450.00 | ||
| Paku 5 dan 10 | kg | 0.100 | 14,500.00 | 1,450.00 | ||
| Paku skrup 10 cm | kg | 0.150 | 37,500.00 | 5,625.00 | ||
| JUMLAH HARGA BAHAN | 142,525.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 420,925.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp420,925.00 |
A.4.6.1.26a. Pemasangan 1 m2 dinding lambrisering dari papan conwood motif kayu
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.200 | 95,000.00 | 19,000.00 | |
| Tukang kayu | L.03 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 53,400.00 | |||||
| B | BAHAN | |||||
| Papan kayu | btng | 3.268 | 58,364.00 | 190,732.03 | ||
| Paku skrup 10 cm | kg | 0.250 | 37,500.00 | 9,375.00 | ||
| JUMLAH HARGA BAHAN | 200,107.03 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 253,507.03 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp253,507.03 |
A.4.6.1.27. Pemasangan 1 m2 dinding dari multiplek 9mm ukuran (120 x 240) cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.025 | 95,000.00 | 2,375.00 | |
| Tukang kayu | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 19,545.00 | |||||
| B | BAHAN | |||||
| Multiplek 9 mm | m³ | 0.400 | 150,250.00 | 60,100.00 | ||
| Paku 1 dan 2,5 | kg | 0.050 | 14,500.00 | 725.00 | ||
| JUMLAH HARGA BAHAN | 60,825.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 80,370.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp80,370.00 |
A.4.6.1.27a. Pemasangan 1 m2 dinding dari teakblock 18mm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.025 | 95,000.00 | 2,375.00 | |
| Tukang kayu | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 19,545.00 | |||||
| B | BAHAN | |||||
| teackblock 18 mm | m³ | 0.400 | 326,500.00 | 130,600.00 | ||
| Paku 3 -5 | kg | 0.050 | 20,000.00 | 1,000.00 | ||
| Lem kayu | kg | 0.560 | 62,000.00 | 34,720.00 | ||
| JUMLAH HARGA BAHAN | 166,320.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 185,865.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp185,865.00 |
A.4.6.1.27b. Pemasangan 1 m2 dinding dari blockboard 18mm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.025 | 95,000.00 | 2,375.00 | |
| Tukang kayu | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 19,545.00 | |||||
| B | BAHAN | |||||
| blockboard 18 mm | lbr | 0.400 | 230,500.00 | 92,200.00 | ||
| Paku 3 -5 | kg | 0.050 | 20,000.00 | 1,000.00 | ||
| Lem kayu | kg | 0.560 | 62,000.00 | 34,720.00 | ||
| JUMLAH HARGA BAHAN | 127,920.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 147,465.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp147,465.00 |
A.4.6.1.27c. Pemasangan 1 m2 megateak 3mm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.025 | 95,000.00 | 2,375.00 | |
| Tukang kayu | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 19,545.00 | |||||
| B | BAHAN | |||||
| megateak 3 mm | lbr | 0.400 | 106,500.00 | 42,600.00 | ||
| Paku 1 dan 2,5 | kg | 0.050 | 14,500.00 | 725.00 | ||
| Lem kayu | kg | 0.560 | 62,000.00 | 34,720.00 | ||
| JUMLAH HARGA BAHAN | 78,045.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 97,590.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp97,590.00 |
A.4.6.1.27d. Pemasangan 1 m2 lapisan HPL Serat Kayu
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.250 | 95,000.00 | 23,750.00 | |
| Tukang kayu | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.03 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Mandor | L.04 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 48,620.00 | |||||
| B | BAHAN | |||||
| HPL Motif | m2 | 1.000 | 193,000.00 | 193,000.00 | ||
| Lem kayu | kg | 0.050 | 62,000.00 | 3,100.00 | ||
| JUMLAH HARGA BAHAN | 196,100.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 244,720.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp244,720.00 |
A.4.6.1.28. Pemasangan 1 m2 dinding bilik, rangka kayu kelas III atau IV
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | OH | 0.050 | 110,000.00 | 5,500.00 | |
| Kepala Tukang | L.03 | OH | 0.005 | 110,000.00 | 550.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 16,150.00 | |||||
| B | BAHAN | |||||
| Bilik bambu | m² | 1.500 | 52,800.00 | 79,200.00 | ||
| Kaso-kaso 5 x 7 | m³ | 0.014 | 8,350,500.00 | 116,907.00 | ||
| Paku | kg | 0.012 | 14,500.00 | 174.00 | ||
| List kayu 2/4 | m³ | 0.003 | 8,350,500.00 | 25,051.50 | ||
| JUMLAH HARGA BAHAN | 221,332.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 237,482.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp237,482.50 |
A.4.6.1.29. Pemasangan 1 m2 Usuk kayu kamper expose
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | |||||
| Kaso-kaso 5 x 7 kamper | m³ | 0.011 | 9,125,000.00 | 95,812.50 | ||
| Paku | kg | 0.250 | 14,500.00 | 3,625.00 | ||
| JUMLAH HARGA BAHAN | 99,437.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 121,637.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp121,637.50 |
A.4.6.1.30. Pemasangan 1 m2 reng kayu kamper
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | |||||
| Reng 3x4 kamper | m³ | 0.007 | 9,125,000.00 | 60,225.00 | ||
| Paku | kg | 0.250 | 14,500.00 | 3,625.00 | ||
| JUMLAH HARGA BAHAN | 63,850.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 86,050.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp86,050.00 |
A.4.6.1.31. Pemasangan 1 m’ Tatab fibercement strip smooth texture V cut edge setara shera (10x200x3000 mm )
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.100 | 95,000.00 | 9,500.00 | |
| Tukang kayu | L.03 | 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 | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 34,300.00 | |||||
| B | BAHAN | |||||
| Tatab fibercement strip smooth texture V cut edge setara shera (10x200x3000 mm ) | m' | 1.050 | 19,916.67 | 20,912.50 | ||
| Paku skrup 5 - 7 cm | kg | 0.050 | 20,000.00 | 1,000.00 | ||
| JUMLAH HARGA BAHAN | 21,912.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 56,212.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp56,212.50 |
A.4.6.1.32. Pemasangan 1 m2 lambrisering dari Kayu Semen ex Shera
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.600 | 95,000.00 | 57,000.00 | |
| Tukang kayu | L.03 | OH | 1.800 | 110,000.00 | 198,000.00 | |
| Kepala Tukang | L.03 | OH | 0.180 | 110,000.00 | 19,800.00 | |
| Mandor | L.04 | OH | 0.030 | 120,000.00 | 3,600.00 | |
| JUMLAH TENAGA KERJA | 278,400.00 | |||||
| B | BAHAN | |||||
| Papan kayu | m' | 0.007 | 34,583.33 | 242.08 | ||
| Paku skrup 10 cm | kg | 0.150 | 20,000.00 | 3,000.00 | ||
| JUMLAH HARGA BAHAN | 3,242.08 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 281,642.08 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp281,642.08 |
A.4.6.1.33.Pembuatan dan pemasangan 1 m3 Papan kayu Ulin
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 6.000 | 95,000.00 | 570,000.00 | |
| Tukang kayu | L.03 | OH | 18.000 | 110,000.00 | 1,980,000.00 | |
| Kepala Tukang | L.03 | OH | 1.800 | 110,000.00 | 198,000.00 | |
| Mandor | L.04 | OH | 0.300 | 120,000.00 | 36,000.00 | |
| JUMLAH TENAGA KERJA | 2,784,000.00 | |||||
| B | BAHAN | |||||
| Balok kayu | m³ | 1.200 | 17,600,000.00 | 21,120,000.00 | ||
| Paku 10 cm | Kg | 1.250 | 14,500.00 | 18,125.00 | ||
| Lem kayu | Kg | 1.000 | 40,000.00 | 40,000.00 | ||
| JUMLAH HARGA BAHAN | 21,178,125.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 23,962,125.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp23,962,125.00 |
A.4.6.1.34. Pemasangan 1 m2 Teackwood 3mm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.035 | 95,000.00 | 3,325.00 | |
| Tukang kayu | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 20,495.00 | |||||
| B | BAHAN | |||||
| Teackwood 3 mm | lbr | 0.500 | 113,250.00 | 56,625.00 | ||
| Paku 1 dan 2,5 | kg | 0.050 | 14,500.00 | 725.00 | ||
| Lem kayu | kg | 0.560 | 62,000.00 | 34,720.00 | ||
| JUMLAH HARGA BAHAN | 92,070.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 112,565.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp112,565.00 |
A.4.6.1.35. Pemasangan 1 m2 dinding dari Playwood 9mm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.025 | 95,000.00 | 2,375.00 | |
| Tukang kayu | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.03 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.04 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 19,545.00 | |||||
| B | BAHAN | |||||
| blockboard 18 mm | lbr | 0.600 | 134,760.00 | 80,856.00 | ||
| Paku 3 -5 | kg | 0.090 | 20,000.00 | 1,800.00 | ||
| Lem kayu | kg | 0.800 | 62,000.00 | 49,600.00 | ||
| JUMLAH HARGA BAHAN | 132,256.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 151,801.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp151,801.00 |
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