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| analisa harga satuan pekerjaan penutup atap |
Berikut ini adalah beberapa analisa harga satuan pekerjaan penutup atap. Analisa harga satuan ini berdasarkan standard SNI tentang tata cara perhitungan harga satuan.
Koefisien upah dan bahan sudah disesuaikan standar. Harga upah dan bahan menyesuaikan lokasi dan waktu pekerjaan/ proyek.
A.4.5.2.1. Pemasangan 1 m2 atap genteng palentong kecil
| 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 | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.11 | OH | 0.008 | 110,000.00 | 825.00 | |
| Mandor | L.15 | OH | 0.008 | 120,000.00 | 960.00 | |
| JUMLAH TENAGA KERJA | 24,285.00 | |||||
| B | BAHAN | |||||
| Genteng plentong | buah | 25.000 | 1,350.00 | 33,750.00 | ||
| JUMLAH HARGA BAHAN | 33,750.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 58,035.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp58,035.00 |
A.4.5.2.2. Pemasangan 1 m2 atap genteng karang Pilang Good year
| 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 | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.11 | OH | 0.008 | 110,000.00 | 880.00 | |
| Mandor | L.15 | OH | 0.008 | 120,000.00 | 960.00 | |
| JUMLAH TENAGA KERJA | 24,340.00 | |||||
| B | BAHAN | |||||
| Genteng kodok ( ex good year ) | buah | 21.000 | 4,750.00 | 99,750.00 | ||
| JUMLAH HARGA BAHAN | 99,750.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 124,090.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp124,090.00 |
A.4.5.2.3. Pemasangan 1 m2 atap genteng palentong besar/super
| 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 | 0.075 | 110,000.00 | 8,250.00 | |
| Kepala Tukang | L.11 | OH | 0.008 | 110,000.00 | 880.00 | |
| Mandor | L.15 | OH | 0.008 | 120,000.00 | 960.00 | |
| JUMLAH TENAGA KERJA | 24,340.00 | |||||
| B | BAHAN | |||||
| genteng plentong besar | buah | 13.000 | 1,650.00 | 21,450.00 | ||
| JUMLAH HARGA BAHAN | 21,450.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 45,790.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp45,790.00 |
A.4.5.2.4. Pemasangan 1 m’ bubung genteng palentong
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.400 | 95,000.00 | 38,000.00 | |
| Tukang kayu | L.03 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Kepala Tukang | L.11 | OH | 0.020 | 110,000.00 | 2,200.00 | |
| Mandor | L.15 | OH | 0.002 | 120,000.00 | 240.00 | |
| JUMLAH TENAGA KERJA | 62,440.00 | |||||
| B | BAHAN | |||||
| Genteng bubung | buah | 5.000 | 6,000.00 | 30,000.00 | ||
| Semen portland | Kg | 8.000 | 1,380.00 | 11,040.00 | ||
| Pasir pasang | m³ | 0.320 | 207,066.67 | 66,261.33 | ||
| JUMLAH HARGA BAHAN | 107,301.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 169,741.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp169,741.33 |
A.4.5.2.5. Pemasangan 1 m’ bubung genteng kodok glazuur
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.400 | 95,000.00 | 38,000.00 | |
| Tukang kayu | L.03 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Kepala Tukang | L.11 | OH | 0.020 | 110,000.00 | 2,200.00 | |
| Mandor | L.15 | OH | 0.002 | 120,000.00 | 240.00 | |
| JUMLAH TENAGA KERJA | 62,440.00 | |||||
| B | BAHAN | |||||
| Genteng bubung | buah | 4.000 | 18,500.00 | 74,000.00 | ||
| Semen portland | Kg | 8.000 | 1,380.00 | 11,040.00 | ||
| Pasir pasang | m³ | 0.032 | 207,066.67 | 6,626.13 | ||
| JUMLAH HARGA BAHAN | 91,666.13 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 154,106.13 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp154,106.13 |
A.4.5.2.6. Pemasangan 1 m’ bubung genteng palentong besar
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.400 | 95,000.00 | 38,000.00 | |
| Tukang kayu | L.03 | OH | 0.200 | 110,000.00 | 22,000.00 | |
| Kepala Tukang | L.11 | OH | 0.020 | 110,000.00 | 2,200.00 | |
| Mandor | L.15 | OH | 0.002 | 120,000.00 | 240.00 | |
| JUMLAH TENAGA KERJA | 62,440.00 | |||||
| B | BAHAN | |||||
| Genteng bubung | buah | 4.000 | 18,500.00 | 74,000.00 | ||
| Semen portland | Kg | 8.000 | 1,380.00 | 11,040.00 | ||
| Pasir pasang | m³ | 0.320 | 207,066.67 | 66,261.33 | ||
| JUMLAH HARGA BAHAN | 151,301.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 213,741.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp213,741.33 |
A.4.5.2.7. Pemasangan 1 m2 roof light fibreglass 90 x 180
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.140 | 95,000.00 | 13,300.00 | |
| Tukang kayu | L.03 | OH | 0.067 | 110,000.00 | 7,370.00 | |
| Kepala Tukang | L.11 | OH | 0.007 | 110,000.00 | 770.00 | |
| Mandor | L.15 | OH | 0.007 | 120,000.00 | 840.00 | |
| JUMLAH TENAGA KERJA | 22,280.00 | |||||
| B | BAHAN | |||||
| Rooflight 90 x 180 | lbr | 0.600 | 43,100.00 | 25,860.00 | ||
| Paku biasa ½"-1" | kg | 0.050 | 14,500.00 | 725.00 | ||
| JUMLAH HARGA BAHAN | 26,585.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 48,865.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp48,865.00 |
A.4.5.2.30. Pemasangan 1 m2 genteng beton
| 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 | 0.100 | 110,000.00 | 11,000.00 | |
| Kepala Tukang | L.11 | OH | 0.010 | 110,000.00 | 1,100.00 | |
| Mandor | L.15 | OH | 0.010 | 120,000.00 | 1,200.00 | |
| JUMLAH TENAGA KERJA | 32,300.00 | |||||
| B | BAHAN | |||||
| Genteng beton | buah | 11.000 | 11,801.50 | 129,816.50 | ||
| Paku biasa 2"-5" | Kg | 0.030 | 14,500.00 | 435.00 | ||
| JUMLAH HARGA BAHAN | 130,251.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 162,551.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp162,551.50 |
A.4.5.2.32. Pemasangan 1 m2 genteng metal ukuran 80 x 100 atap pelana
| 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 | 0.100 | 110,000.00 | 11,000.00 | |
| Kepala Tukang | L.11 | OH | 0.010 | 110,000.00 | 1,100.00 | |
| Mandor | L.15 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 31,220.00 | |||||
| B | BAHAN | |||||
| Genteng metal | buah | 1.300 | 134,500.00 | 174,850.00 | ||
| Paku biasa ½"-1" | Kg | 0.200 | 14,500.00 | 2,900.00 | ||
| JUMLAH HARGA BAHAN | 177,750.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 208,970.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp208,970.00 |
A.4.5.2.33. Pemasangan 1 m2 genteng metal ukuran 80 x 100 atap jurai
| 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 | 0.100 | 110,000.00 | 11,000.00 | |
| Kepala Tukang | L.11 | OH | 0.010 | 110,000.00 | 1,100.00 | |
| Mandor | L.15 | OH | 0.001 | 120,000.00 | 120.00 | |
| JUMLAH TENAGA KERJA | 31,220.00 | |||||
| B | BAHAN | |||||
| Genteng metal | buah | 2.000 | 134,500.00 | 269,000.00 | ||
| Paku biasa ½"-1" | Kg | 0.200 | 14,500.00 | 2,900.00 | ||
| JUMLAH HARGA BAHAN | 271,900.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 303,120.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp303,120.00 |
A.4.5.2.37. Pemasangan 1 m’ nok genteng metal
| 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 | 0.150 | 110,000.00 | 16,500.00 | |
| Kepala Tukang | L.11 | OH | 0.015 | 110,000.00 | 1,650.00 | |
| Mandor | L.15 | OH | 0.013 | 120,000.00 | 1,560.00 | |
| JUMLAH TENAGA KERJA | 43,460.00 | |||||
| B | BAHAN | |||||
| Nok genteng metal | buah | 1.100 | 25,000.00 | 27,500.00 | ||
| Paku biasa ½"-1" | Kg | 0.050 | 14,500.00 | 725.00 | ||
| JUMLAH HARGA BAHAN | 28,225.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 71,685.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp71,685.00 |
A.4.5.2.41. Pemasangan 1 m2 atap alumunium
| 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 | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala Tukang | L.11 | OH | 0.080 | 110,000.00 | 8,800.00 | |
| Mandor | L.15 | OH | 0.006 | 120,000.00 | 720.00 | |
| JUMLAH TENAGA KERJA | 106,270.00 | |||||
| B | BAHAN | |||||
| Aluminium gel tebal 0,50 | lbr | 1.050 | 102,325.00 | 107,441.25 | ||
| Paku hak panjang 15 cm | Kg | 0.020 | 37,500.00 | 750.00 | ||
| JUMLAH HARGA BAHAN | 108,191.25 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 214,461.25 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp214,461.25 |
A.4.5.2.42. Pemasangan 1 m’ nok alumunium
| 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 | 1.000 | 110,000.00 | 110,000.00 | |
| Kepala Tukang | L.11 | OH | 0.100 | 110,000.00 | 11,000.00 | |
| Mandor | L.15 | OH | 0.050 | 120,000.00 | 6,000.00 | |
| JUMLAH TENAGA KERJA | 136,500.00 | |||||
| B | BAHAN | |||||
| Nok standar 40 x 18 | lbr | 1.200 | - | |||
| Paku hak panjang 15 cm | Kg | 0.040 | 37,500.00 | 1,500.00 | ||
| JUMLAH HARGA BAHAN | 1,500.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 138,000.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp138,000.00 |
A.4.5.2.43. Pemasangan 1 m2 alumunium foil/sisalation
| 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 | 0.050 | 110,000.00 | 5,500.00 | |
| Kepala Tukang | L.11 | OH | 0.005 | 110,000.00 | 550.00 | |
| Mandor | L.15 | OH | 0.008 | 120,000.00 | 960.00 | |
| JUMLAH TENAGA KERJA | 21,260.00 | |||||
| B | BAHAN | |||||
| Aluminium foil | m2 | 1.050 | 4,648.33 | 4,880.75 | ||
| JUMLAH HARGA BAHAN | - | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 26,140.75 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp26,140.75 |
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