 |
| ahs pekerjaan besi dan aluminium |
Berikut adalah analisa harga satuan pekerjaan besi profil dan aluminium. Koefisien upah dan bahan sudah disesuaikan dengan standar SNI. Harga bahan dan upah menyesuaikan lokasi dan waktu pekerjaan/ proyek.
A.4.2.1.1. Pemasangan 1 kg besi profil
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.060 | 95,000.00 | 5,700.00 | |
| Tukang las konstruksi | L.03 | OH | 0.060 | 110,000.00 | 6,600.00 | |
| Kepala Tukang | L.03 | OH | 0.006 | 110,000.00 | 660.00 | |
| Mandor | L.04 | OH | 0.003 | 120,000.00 | 360.00 | |
| JUMLAH TENAGA KERJA | 13,320.00 | |||||
| B | BAHAN | |||||
| Besi profil | Kg | 1.150 | 13,956.50 | 16,049.98 | ||
| JUMLAH HARGA BAHAN | 16,049.98 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 29,369.98 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp29,369.98 |
A.4.2.1.2. Pemasangan 1 kg rangka kuda-kuda baja IWF
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.060 | 95,000.00 | 5,700.00 | |
| Tukang las konstruksi | L.03 | OH | 0.060 | 110,000.00 | 6,600.00 | |
| Kepala Tukang | L.03 | OH | 0.006 | 110,000.00 | 660.00 | |
| Mandor | L.04 | OH | 0.003 | 120,000.00 | 360.00 | |
| JUMLAH TENAGA KERJA | 13,320.00 | |||||
| B | BAHAN | |||||
| Besi baja IWF | Kg | 1.150 | 13,956.50 | 16,049.98 | ||
| JUMLAH HARGA BAHAN | 16,049.98 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 29,369.98 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp29,369.98 |
A.4.2.1.4. Pembuatan 1 m2 pintu besi pelat baja tebal 2 mm rangkap, rangka baja siku
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.050 | 95,000.00 | 99,750.00 | |
| Tukang las biasa | 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 | 0.052 | 120,000.00 | 6,240.00 | |
| JUMLAH TENAGA KERJA | 233,040.00 | |||||
| B | BAHAN | |||||
| Besi siku L 30.30.3 | Kg | 1.000 | 11,469.00 | 11,469.00 | ||
| Besi pelat baja | Kg | 32.800 | 13,956.50 | 457,773.20 | ||
| Kawat las | kg | 0.050 | 30,650.00 | 1,532.50 | ||
| JUMLAH HARGA BAHAN | 470,774.70 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 703,814.70 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp703,814.70 |
A.4.2.1.6. Pembuatan 1 m2 rangka jendela besi scuare tube
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.650 | 95,000.00 | 61,750.00 | |
| Tukang las biasa | L.03 | OH | 0.650 | 110,000.00 | 71,500.00 | |
| Kepala Tukang | L.03 | OH | 0.065 | 110,000.00 | 7,150.00 | |
| Mandor | L.04 | OH | 0.032 | 120,000.00 | 3,840.00 | |
| JUMLAH TENAGA KERJA | 144,240.00 | |||||
| B | BAHAN | |||||
| Besi scuare tube | m | 4.760 | 22,083.33 | 105,116.67 | ||
| Besi lis kaca (1x1) cm | m | 4.522 | 7,000.00 | 31,654.00 | ||
| Pengelasan | cm | 20.000 | 6,813.98 | 136,279.50 | ||
| JUMLAH HARGA BAHAN | 273,050.17 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 417,290.17 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp417,290.17 |
A.4.2.1.7. Pemasangan 1 m2 pintu rolling door besi
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.200 | 95,000.00 | 114,000.00 | |
| Tukang las biasa | L.03 | OH | 1.200 | 110,000.00 | 132,000.00 | |
| Kepala Tukang | L.03 | OH | 0.120 | 110,000.00 | 13,200.00 | |
| Mandor | L.04 | OH | 0.006 | 120,000.00 | 720.00 | |
| JUMLAH TENAGA KERJA | 259,920.00 | |||||
| B | BAHAN | |||||
| Pintu gulung besi | m² | 1.000 | 315,500.00 | 315,500.00 | ||
| JUMLAH HARGA BAHAN | 315,500.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 575,420.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp575,420.00 |
A.4.2.1.8. Pemasangan 1 m2 pintu lipat (folding door) bahan plastik/PVC
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.440 | 95,000.00 | 41,800.00 | |
| Tukang | L.03 | OH | 0.440 | 110,000.00 | 48,400.00 | |
| Kepala Tukang | L.03 | OH | 0.044 | 110,000.00 | 4,840.00 | |
| Mandor | L.04 | OH | 0.022 | 120,000.00 | 2,640.00 | |
| JUMLAH TENAGA KERJA | 97,680.00 | |||||
| B | BAHAN | |||||
| Pintu lipat | m² | 1.000 | 1,250,500.00 | 1,250,500.00 | ||
| JUMLAH HARGA BAHAN | 1,250,500.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,348,180.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,348,180.00 |
A.4.2.1.9. Pemasangan 1 m2 sunscreen alluminium
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.080 | 95,000.00 | 7,600.00 | |
| Tukang | L.03 | 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 | 0.004 | 120,000.00 | 480.00 | |
| JUMLAH TENAGA KERJA | 104,880.00 | |||||
| B | BAHAN | |||||
| Sunscreen Alumunium | m² | 1.000 | 450,000.00 | 450,000.00 | ||
| JUMLAH HARGA BAHAN | 450,000.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 554,880.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp554,880.00 |
A.4.2.1.10. Pemasangan 1 m2 rolling door alluminium
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang khusus alumunium | L.03 | OH | 1.000 | 110,000.00 | 110,000.00 | |
| Kepala Tukang | L.03 | OH | 0.100 | 110,000.00 | 11,000.00 | |
| Mandor | L.04 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 222,000.00 | |||||
| B | BAHAN | |||||
| Rolling door alumunium | m² | 1.000 | 452,500.00 | 452,500.00 | ||
| JUMLAH HARGA BAHAN | 452,500.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 674,500.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp674,500.00 |
A.4.2.1.11. Pemasangan 1 m kusen pintu alluminium
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.043 | 95,000.00 | 4,085.00 | |
| Tukang khusus alumunium | L.03 | OH | 0.043 | 110,000.00 | 4,730.00 | |
| Kepala Tukang | L.03 | OH | 0.0043 | 110,000.00 | 473.00 | |
| Mandor | L.04 | OH | 0.0021 | 120,000.00 | 252.00 | |
| JUMLAH TENAGA KERJA | 9,540.00 | |||||
| B | BAHAN | |||||
| Profil alumunium | m | 1.000 | 202,500.00 | 202,500.00 | ||
| Skrup fixer | bh | 2.000 | 375.00 | 750.00 | ||
| Sealant | Tube | 0.060 | 402,500.00 | 24,150.00 | ||
| JUMLAH HARGA BAHAN | 227,400.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 236,940.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp236,940.00 |
A.4.2.1.12. Pemasangan 1 m2 pintu alluminium strip lebar 8 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.085 | 95,000.00 | 8,075.00 | |
| Tukang khusus alumunium | L.03 | OH | 0.085 | 110,000.00 | 9,350.00 | |
| Kepala Tukang | L.03 | OH | 0.0085 | 110,000.00 | 935.00 | |
| Mandor | L.04 | OH | 0.0042 | 120,000.00 | 504.00 | |
| JUMLAH TENAGA KERJA | 18,864.00 | |||||
| B | BAHAN | |||||
| Profil alumunium | m | 4.400 | 202,500.00 | 891,000.00 | ||
| Allumunium strip | m | 14.600 | 35,000.00 | 511,000.00 | ||
| JUMLAH HARGA BAHAN | 1,402,000.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,420,864.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,420,864.00 |
A.4.2.1.13. Pemasangan 1 m2 pintu kaca rangka alluminium
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.085 | 95,000.00 | 8,075.00 | |
| Tukang alumunium/ kaca | L.03 | OH | 0.085 | 110,000.00 | 9,350.00 | |
| Kepala Tukang | L.03 | OH | 0.009 | 110,000.00 | 935.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 18,960.00 | |||||
| B | BAHAN | |||||
| Profil alumunium | m | 4.400 | 202,500.00 | 891,000.00 | ||
| Profil kaca | m | 4.500 | 162,500.00 | 731,250.00 | ||
| Sealant | tube | 0.270 | 402,500.00 | 108,675.00 | ||
| JUMLAH HARGA BAHAN | 1,730,925.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,749,885.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,749,885.00 |
A.4.2.1.15. Pemasangan 1 m2 terali besi strip (2 x 3) mm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.670 | 95,000.00 | 158,650.00 | |
| Tukang las | L.03 | OH | 1.670 | 110,000.00 | 183,700.00 | |
| Kepala Tukang | L.03 | OH | 0.167 | 110,000.00 | 18,370.00 | |
| Mandor | L.04 | OH | 0.083 | 120,000.00 | 9,960.00 | |
| JUMLAH TENAGA KERJA | 370,680.00 | |||||
| B | BAHAN | |||||
| Besi strip | m | 6.177 | 8,750.00 | 54,048.75 | ||
| Pengelasan | cm | 27.080 | 6,813.98 | 184,522.44 | ||
| JUMLAH HARGA BAHAN | 238,571.19 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 609,251.19 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp609,251.19 |
A.4.2.1.17. Pemasangan 1 m2 jendela nako & tralis
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.200 | 95,000.00 | 19,000.00 | |
| Tukang | 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 | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 43,320.00 | |||||
| B | BAHAN | |||||
| Jendela nako (rangka + kaca 5 mm) | m² | 1.100 | 130,000.00 | 143,000.00 | ||
| Paku skrup 1 cm - 2,5 cm | buah | 10.000 | 20,000.00 | 200,000.00 | ||
| Baja strip | m | 7.000 | 10,848.00 | 75,936.00 | ||
| JUMLAH HARGA BAHAN | 418,936.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 462,256.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp462,256.00 |
A.4.2.1.18. Pemasangan 1 m' talang datar/ jurai seng bjls 28 lebar 90 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.200 | 95,000.00 | 19,000.00 | |
| Tukang | 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 | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 43,320.00 | |||||
| B | BAHAN | |||||
| Seng pelat | m² | 1.050 | 294,000.00 | 308,700.00 | ||
| Paku skrup 1 cm - 2,5 cm | kg | 0.015 | 20,000.00 | 300.00 | ||
| Papan kayu kelas II atau III | m³ | 0.019 | 4,130,188.00 | 78,473.57 | ||
| JUMLAH HARGA BAHAN | 387,473.57 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 430,793.57 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp430,793.57 |
A.4.2.1.19 Pemasangan 1 m talang ½ lingkaran D-15 cm, seng pelat bjls 30 lebar 45 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.150 | 95,000.00 | 14,250.00 | |
| Tukang | 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 | 0.008 | 120,000.00 | 960.00 | |
| JUMLAH TENAGA KERJA | 51,510.00 | |||||
| B | BAHAN | |||||
| Seng pelat | m | 1.050 | 294,000.00 | 308,700.00 | ||
| Paku skrup 1 cm - 2,5 cm | kg | 0.010 | 20,000.00 | 200.00 | ||
| Besi strip | m | 0.500 | 10,848.00 | 5,424.00 | ||
| JUMLAH HARGA BAHAN | 314,324.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 365,834.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp365,834.00 |
A.4.2.1.20. Pemasangan 1 m2 rangka besi hollow 1x40.40.2mm, modul 60 x 120 cm, untuk partisi
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.250 | 95,000.00 | 23,750.00 | |
| Tukang besi | L.02 | OH | 0.250 | 110,000.00 | 27,500.00 | |
| Kepala Tukang | L.03 | OH | 0.025 | 110,000.00 | 2,750.00 | |
| Mandor | L.04 | OH | 0.013 | 120,000.00 | 1,560.00 | |
| JUMLAH TENAGA KERJA | 55,560.00 | |||||
| B | BAHAN | |||||
| Rangka metal hollow 40.40.2 mm | m | 3.500 | 10,833.33 | 37,916.67 | ||
| Assesoris (perkuatan, las dll) | Ls | 100% x rangka | 37,916.67 | |||
| JUMLAH HARGA BAHAN | 75,833.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 131,393.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp131,393.33 |
A.4.2.1.21. Pemasangan 1 m2 rangka besi hollow 1x40.40.2mm, modul 60 x 60 cm, untuk plafon
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.350 | 95,000.00 | 33,250.00 | |
| Tukang besi | L.02 | OH | 0.350 | 110,000.00 | 38,500.00 | |
| Kepala Tukang | L.03 | OH | 0.035 | 110,000.00 | 3,850.00 | |
| Mandor | L.04 | OH | 0.018 | 120,000.00 | 2,160.00 | |
| JUMLAH TENAGA KERJA | 77,760.00 | |||||
| B | BAHAN | |||||
| Rangka metal hollow 40.40.2 mm | m | 4.000 | 10,833.33 | 43,333.33 | ||
| Assesoris (perkuatan, las dll) | Ls | 100% x rangka | 43,333.33 | |||
| JUMLAH HARGA BAHAN | 86,666.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 164,426.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp164,426.67 |
A.4.2.1.22. (K3) Pemasangan 1 m2 atap pelana rangka atap baja canai dingin profil C75
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Ongkos pasang | Ls | 1.000 | 45,000.00 | 45,000.00 | ||
| JUMLAH TENAGA KERJA | 45,000.00 | |||||
| B | BAHAN | |||||
| Rangka C 75068 @ 7 m galvalume | Btg | 0.456 | 120,000.00 | 54,712.61 | ||
| Reng (butten Ω 30) @ 6 m | Btg | 0.618 | 45,000.00 | 27,804.77 | ||
| Reng pengikat kuda-kuda @ 6 m | Btg | 0.067 | 40,000.00 | 2,690.78 | ||
| Pelat strips @ 1 m | Bh | 0.169 | 15,000.00 | 2,541.30 | ||
| Baut kuda-kuda SDS 6-19 | Bh | 35.000 | 200.00 | 7,000.02 | ||
| Baut reng SDS 6-16 | Btg | 20.000 | 200.00 | 4,000.00 | ||
| Baut listplank Ø 6-70 | Bh | 0.947 | 700.00 | 662.73 | ||
| Dinabold Ø 10-65 | Bh | 0.947 | 15,000.00 | 14,201.36 | ||
| Material dan alat bantu | M² | 1.000 | 10,000.00 | 10,000.00 | ||
| JUMLAH HARGA BAHAN | 123,613.57 | |||||
| C | PERALATAN | |||||
| Peralatan | ||||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 168,613.57 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp168,613.57 |
A.4.2.1.23. Pemasangan 1 m2 terali besiHollow 40x40x2mm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.350 | 95,000.00 | 33,250.00 | |
| Tukang las | L.03 | OH | 0.350 | 110,000.00 | 38,500.00 | |
| Kepala Tukang | L.03 | OH | 0.350 | 110,000.00 | 38,500.00 | |
| Mandor | L.04 | OH | 0.023 | 120,000.00 | 2,760.00 | |
| JUMLAH TENAGA KERJA | 113,010.00 | |||||
| B | BAHAN | |||||
| Rangka metal hollow 40.40.2 mm | m | 4.000 | 10,833.33 | 43,333.33 | ||
| Assesoris (perkuatan, las dll) | Ls | 100% x rangka | 43,333.33 | |||
| JUMLAH HARGA BAHAN | 86,666.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 199,676.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp199,676.67 |
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