 |
| ahs pekerjaan sanitasi dalam gedung |
Berikut adalah analisa harga satuan pekerjaan sanitasi dalam gedung. Koefisien sudah disesuaikan standar SNI. Harga bahan dan upah menyesuaikan dengan lokasi kegiatan/ proyek.
A.5.1.1.1. (K3) Pemasangan 1 buah closet duduk/monoblock
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 3.300 | 95,000.00 | 313,500.00 | |
| Tukang batu | L.02 | OH | 1.100 | 110,000.00 | 121,000.00 | |
| Kepala tukang | L.03 | OH | 0.010 | 110,000.00 | 1,100.00 | |
| Mandor | L.04 | OH | 0.160 | 120,000.00 | 19,200.00 | |
| JUMLAH TENAGA KERJA | 454,800.00 | |||||
| B | BAHAN | |||||
| Closet duduk | unit | 1.000 | 2,790,000.00 | 2,790,000.00 | ||
| Perlengkapan | ls | 0.060 | 167,400.00 | 10,044.00 | ||
| JUMLAH HARGA BAHAN | 2,800,044.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 3,254,844.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp3,254,844.00 |
A.5.1.1 2. Pemasangan 1 buah closet jongkok porselen
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang batu | L.02 | OH | 1.500 | 110,000.00 | 165,000.00 | |
| Kepala tukang | L.03 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Mandor | L.04 | OH | 0.160 | 120,000.00 | 19,200.00 | |
| JUMLAH TENAGA KERJA | 295,700.00 | |||||
| B | BAHAN | |||||
| Closet jongkok INA STD | unit | 1.000 | 185,000.00 | 185,000.00 | ||
| Semen portland | kg | 6.000 | 1,380.00 | 8,280.00 | ||
| Pasir pasang | m³ | 0.010 | 207,066.67 | 2,070.67 | ||
| JUMLAH HARGA BAHAN | 195,350.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 491,050.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp491,050.67 |
A.5.1.1 2a. Pemasangan 1 buah closet jongkok porselen toto
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang batu | L.02 | OH | 1.500 | 110,000.00 | 165,000.00 | |
| Kepala tukang | L.03 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Mandor | L.04 | OH | 0.160 | 120,000.00 | 19,200.00 | |
| JUMLAH TENAGA KERJA | 295,700.00 | |||||
| B | BAHAN | |||||
| Closet jongkok toto Ce 9 | unit | 1.000 | 2,935,000.00 | 2,935,000.00 | ||
| Semen portland | kg | 6.000 | 1,380.00 | 8,280.00 | ||
| Pasir pasang | m³ | 0.010 | 207,066.67 | 2,070.67 | ||
| JUMLAH HARGA BAHAN | 2,945,350.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 3,241,050.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp3,241,050.67 |
A.5.1.1 4. (K3) Pemasangan 1 buah urinoir
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang batu | L.02 | 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 | |||||
| Urinoir | unit | 1.000 | 2,111,000.00 | 2,111,000.00 | ||
| Semen portland | kg | 6.000 | 1,380.00 | 8,280.00 | ||
| Pasir pasang | m³ | 0.010 | 207,066.67 | 2,070.67 | ||
| Perlengkapan | % | 30.000 | 633,300.00 | |||
| JUMLAH HARGA BAHAN | 2,754,650.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 2,976,650.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp2,976,650.67 |
A.5.1.1 5. (K3) Pemasangan 1 buah wastafel
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.200 | 95,000.00 | 114,000.00 | |
| Tukang batu | L.02 | OH | 1.450 | 110,000.00 | 159,500.00 | |
| Kepala tukang | L.03 | OH | 0.150 | 110,000.00 | 16,500.00 | |
| Mandor | L.04 | OH | 0.060 | 120,000.00 | 7,200.00 | |
| JUMLAH TENAGA KERJA | 297,200.00 | |||||
| B | BAHAN | |||||
| Wastafel | unit | 1.200 | 726,765.00 | 872,118.00 | ||
| Semen portland | kg | 6.000 | 1,380.00 | 8,280.00 | ||
| Pasir pasang | m³ | 0.010 | 207,066.67 | 2,070.67 | ||
| Perlengkapan | % | 12.000 | 87,211.80 | |||
| JUMLAH HARGA BAHAN | 969,680.47 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 1,266,880.47 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,266,880.47 |
A.5.1.1 6. (K3) Pemasangan 1 buah bathcuip porselen
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.075 | 95,000.00 | 7,125.00 | |
| Tukang batu | L.02 | OH | 0.750 | 110,000.00 | 82,500.00 | |
| Kepala tukang | L.03 | OH | 0.075 | 110,000.00 | 8,250.00 | |
| Mandor | L.04 | OH | 0.003 | 120,000.00 | 360.00 | |
| JUMLAH TENAGA KERJA | 98,235.00 | |||||
| B | BAHAN | |||||
| Bathcuip | unit | 1.000 | - | |||
| Perlengkapan | % | 20.000 | - | |||
| JUMLAH HARGA BAHAN | - | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 98,235.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) |
A.5.1.1 10. Pemasangan 1 buah bak air fiberglass vol 1 m3
| 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 | 0.450 | 110,000.00 | 49,500.00 | |
| Kepala tukang | L.03 | OH | 0.045 | 110,000.00 | 4,950.00 | |
| Mandor | L.04 | OH | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 84,750.00 | |||||
| B | BAHAN | |||||
| Bak air fiberglass | unit | 1.000 | 311,000.00 | 311,000.00 | ||
| Perlengkapan | % | 12.000 | 37,320.00 | |||
| JUMLAH HARGA BAHAN | 348,320.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 433,070.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp433,070.00 |
A.5.1.1 12. Pemasangan 1 buah bak cuci piring stainlessteel
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.030 | 95,000.00 | 2,850.00 | |
| Tukang batu | L.02 | 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 | 0.015 | 120,000.00 | 1,800.00 | |
| JUMLAH TENAGA KERJA | 40,950.00 | |||||
| B | BAHAN | |||||
| Bak cuci piring | unit | 1.000 | 178,756.03 | 178,756.03 | ||
| Waterdrain | bh | 1.000 | 462,500.00 | 462,500.00 | ||
| JUMLAH HARGA BAHAN | 641,256.03 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 682,206.03 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp682,206.03 |
A.5.1.1 14. Pemasangan 1 buah floor drain
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| 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 | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 13,650.00 | |||||
| B | BAHAN | |||||
| Floor drain | unit | 1.000 | 460,500.00 | 460,500.00 | ||
| JUMLAH HARGA BAHAN | 460,500.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 474,150.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp474,150.00 |
A.5.1.1 15. Pemasangan 1 buah bak kontrol pasangan bata 30 x 30 tinggi 35 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 2.160 | 95,000.00 | 205,200.00 | |
| Tukang batu | L.02 | OH | 0.720 | 110,000.00 | 79,200.00 | |
| Kepala tukang | L.03 | OH | 0.072 | 110,000.00 | 7,920.00 | |
| Mandor | L.04 | OH | 0.011 | 120,000.00 | 1,320.00 | |
| JUMLAH TENAGA KERJA | 293,640.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 40.000 | 750.00 | 30,000.00 | ||
| Semen portland | kg | 44.000 | 1,380.00 | 60,720.00 | ||
| Pasir pasang | m³ | 0.070 | 207,066.67 | 14,494.67 | ||
| Pasir beton | m³ | 0.060 | 176,166.67 | 10,570.00 | ||
| Kerikil | m³ | 0.070 | 205,500.00 | 14,385.00 | ||
| Baja tulangan | kg | 1.600 | 11,000.00 | 17,600.00 | ||
| JUMLAH HARGA BAHAN | 147,769.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 441,409.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp441,409.67 |
A.5.1.1 16. Pemasangan 1 buah bak kontrol pasangan bata 45cm x 45cm tinggi 50 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 3.200 | 95,000.00 | 304,000.00 | |
| Tukang batu | L.02 | OH | 1.150 | 110,000.00 | 126,500.00 | |
| Kepala tukang | L.03 | OH | 0.011 | 110,000.00 | 1,210.00 | |
| Mandor | L.04 | OH | 0.016 | 120,000.00 | 1,920.00 | |
| JUMLAH TENAGA KERJA | 433,630.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 70.000 | 750.00 | 52,500.00 | ||
| Semen portland | kg | 77.000 | 1,380.00 | 106,260.00 | ||
| Pasir pasang | m³ | 0.130 | 207,066.67 | 26,918.67 | ||
| Pasir beton | m³ | 0.090 | 176,166.67 | 15,855.00 | ||
| Kerikil | m³ | 0.020 | 205,500.00 | 4,110.00 | ||
| Baja tulangan | kg | 2.600 | 11,000.00 | 28,600.00 | ||
| JUMLAH HARGA BAHAN | 234,243.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 667,873.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp667,873.67 |
A.5.1.1 17. Pemasangan 1 buah bak kontrol pasangan bata 60 cm x 60 cm tinggi 65 cm
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 3.200 | 95,000.00 | 304,000.00 | |
| Tukang batu | L.02 | OH | 1.150 | 110,000.00 | 126,500.00 | |
| Kepala tukang | L.03 | OH | 0.011 | 110,000.00 | 1,210.00 | |
| Mandor | L.04 | OH | 0.016 | 120,000.00 | 1,920.00 | |
| JUMLAH TENAGA KERJA | 433,630.00 | |||||
| B | BAHAN | |||||
| Bata merah | buah | 123.000 | 750.00 | 92,250.00 | ||
| Semen portland | kg | 114.000 | 1,380.00 | 157,320.00 | ||
| Pasir pasang | m³ | 0.184 | 207,066.67 | 38,100.27 | ||
| Pasir beton | m³ | 0.120 | 176,166.67 | 21,140.00 | ||
| Kerikil | m³ | 0.033 | 205,500.00 | 6,781.50 | ||
| Baja tulangan | kg | 4.850 | 11,000.00 | 53,350.00 | ||
| JUMLAH HARGA BAHAN | 368,941.77 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 802,571.77 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp802,571.77 |
A.5.1.1 18. Pemasangan 1 m’ pipa galvanis diameter ½”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.054 | 95,000.000 | 5,130.00 | |
| Tukang batu | L.02 | OH | 0.090 | 110,000.000 | 9,900.00 | |
| Kepala tukang | L.03 | OH | 0.009 | 110,000.000 | 990.00 | |
| Mandor | L.04 | OH | 0.027 | 120,000.000 | 3,240.00 | |
| JUMLAH TENAGA KERJA | 19,260.00 | |||||
| B | BAHAN | |||||
| Pipa galvanis ½" | m | 1.200 | 48,827.000 | 58,592.40 | ||
| Perlengkapan | ls | 35% x pipa | 5,500.000 | 17,089.45 | ||
| JUMLAH HARGA BAHAN | 75,681.85 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 94,941.85 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp94,941.85 |
A.5.1.1 19. Pemasangan 1 buah kran diameter ½” atau ¾ ”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| Tukang batu | L.02 | OH | 0.400 | 110,000.00 | 44,000.00 | |
| Kepala tukang | L.03 | OH | 0.040 | 110,000.00 | 4,400.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 49,950.00 | |||||
| B | BAHAN | |||||
| Kran air | m | 1.000 | 42,300.00 | 42,300.00 | ||
| Sealtape | buah | 0.025 | 5,500.00 | 137.50 | ||
| JUMLAH HARGA BAHAN | 42,437.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 92,387.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp92,387.50 |
A.5.1.1 19a. Pemasangan 1 buah Shower spray
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| Tukang batu | L.02 | OH | 0.400 | 110,000.00 | 44,000.00 | |
| Kepala tukang | L.03 | OH | 0.040 | 110,000.00 | 4,400.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 49,950.00 | |||||
| B | BAHAN | |||||
| Shower Head Spay | m | 1.000 | 285,000.00 | 285,000.00 | ||
| Sealtape | buah | 0.025 | 5,500.00 | 137.50 | ||
| JUMLAH HARGA BAHAN | 285,137.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 335,087.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp335,087.50 |
A.5.1.1 19b. Pemasangan 1 buah kran wastafel
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| Tukang batu | L.02 | OH | 0.400 | 110,000.00 | 44,000.00 | |
| Kepala tukang | L.03 | OH | 0.040 | 110,000.00 | 4,400.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 49,950.00 | |||||
| B | BAHAN | |||||
| Kran TOTO TX 109 LD | m | 1.000 | 777,500.00 | 777,500.00 | ||
| Sealtape | buah | 0.025 | 5,500.00 | 137.50 | ||
| JUMLAH HARGA BAHAN | 777,637.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 827,587.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp827,587.50 |
A.5.1.1 20. Pemasangan 1 m’ pipa galvanis diameter ¾ ”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.054 | 95,000.00 | 5,130.00 | |
| Tukang batu | L.02 | OH | 0.090 | 110,000.00 | 9,900.00 | |
| Kepala tukang | L.03 | OH | 0.009 | 110,000.00 | 990.00 | |
| Mandor | L.04 | OH | 0.027 | 120,000.00 | 3,240.00 | |
| JUMLAH TENAGA KERJA | 19,260.00 | |||||
| B | BAHAN | |||||
| Pipa galvanis 3/4" | m | 1.200 | 62,218.00 | 74,661.60 | ||
| Perlengkapan | % | 35.000 | 21,776.30 | |||
| JUMLAH HARGA BAHAN | 96,437.90 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 115,697.90 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp115,697.90 |
A.5.1.1 21. Pemasangan 1 m’ pipa galvanis diameter 1”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.054 | 95,000.00 | 5,130.00 | |
| Tukang batu | L.02 | OH | 0.090 | 110,000.00 | 9,900.00 | |
| Kepala tukang | L.03 | OH | 0.009 | 110,000.00 | 990.00 | |
| Mandor | L.04 | OH | 0.027 | 120,000.00 | 3,240.00 | |
| JUMLAH TENAGA KERJA | 19,260.00 | |||||
| B | BAHAN | |||||
| Pipa galvanis 1" | m | 1.200 | 89,564.00 | 107,476.80 | ||
| Perlengkapan | % | 35.000 | 31,347.40 | |||
| JUMLAH HARGA BAHAN | 138,824.20 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 158,084.20 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp158,084.20 |
A.5.1.1 22. Pemasangan 1 m’ pipa galvanis diameter 1 ½”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.108 | 95,000.00 | 10,260.00 | |
| Tukang batu | L.02 | OH | 0.180 | 110,000.00 | 19,800.00 | |
| Kepala tukang | L.03 | OH | 0.018 | 110,000.00 | 1,980.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 32,640.00 | |||||
| B | BAHAN | |||||
| Pipa galvanis 11/2" | m | 1.200 | 117,163.50 | 140,596.20 | ||
| Perlengkapan | % | 35.000 | 41,007.23 | |||
| JUMLAH HARGA BAHAN | 181,603.43 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 214,243.43 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp214,243.43 |
A.5.1.1 23. Pemasangan 1 m’ pipa galvanis diameter 3”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.135 | 95,000.00 | 12,825.00 | |
| Tukang batu | L.02 | OH | 0.225 | 110,000.00 | 24,750.00 | |
| Kepala tukang | L.03 | OH | 0.023 | 110,000.00 | 2,530.00 | |
| Mandor | L.04 | OH | 0.007 | 120,000.00 | 840.00 | |
| JUMLAH TENAGA KERJA | 40,945.00 | |||||
| B | BAHAN | |||||
| Pipa galvanis 3" | m | 1.200 | 247,589.00 | 297,106.80 | ||
| Perlengkapan | % | 35.000 | 86,656.15 | |||
| JUMLAH HARGA BAHAN | 383,762.95 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 424,707.95 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp424,707.95 |
A.5.1.1 24. Pemasangan 1 m’ pipa galvanis diameter 4”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.135 | 95,000.00 | 12,825.00 | |
| Tukang batu | L.02 | OH | 0.225 | 110,000.00 | 24,750.00 | |
| Kepala tukang | L.03 | OH | 0.023 | 110,000.00 | 2,530.00 | |
| Mandor | L.04 | OH | 0.01 | 120,000.00 | 840.00 | |
| JUMLAH TENAGA KERJA | 40,945.00 | |||||
| B | BAHAN | |||||
| Pipa galvanis 4" | m | 1.200 | 321,514.50 | 385,817.40 | ||
| Perlengkapan | % | 35.000 | 112,530.08 | |||
| JUMLAH HARGA BAHAN | 498,347.48 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 539,292.48 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp539,292.48 |
A.5.1.1 25. Pemasangan 1 m’ pipa PVC tipe AW diameter ½ ”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.036 | 95,000.00 | 3,420.00 | |
| Tukang batu | L.02 | 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 | 0.002 | 120,000.00 | 240.00 | |
| JUMLAH TENAGA KERJA | 10,920.00 | |||||
| B | BAHAN | |||||
| Pipa PVC 1/2" | m | 1.200 | 4,780.00 | 5,736.00 | ||
| Perlengkapan | % | 35.000 | 1,673.00 | |||
| JUMLAH HARGA BAHAN | 7,409.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 18,329.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp18,329.00 |
A.5.1.1 26. Pemasangan 1 m’ pipa PVC tipe AW diameter ¾ ”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.036 | 95,000.00 | 3,420.00 | |
| Tukang batu | L.02 | 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 | 0.002 | 120,000.00 | 240.00 | |
| JUMLAH TENAGA KERJA | 10,920.00 | |||||
| B | BAHAN | |||||
| Pipa PVC ¾" | m | 1.20 | 5,541.11 | 6,649.33 | ||
| Perlengkapan | % | 35.000 | 1,939.39 | |||
| JUMLAH HARGA BAHAN | 8,588.72 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 19,508.72 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp19,508.72 |
A.5.1.1 27. Pemasangan 1 m’ pipa PVC tipe AW diameter 1”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.036 | 95,000.00 | 3,420.00 | |
| Tukang batu | L.02 | 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 | 0.002 | 120,000.00 | 240.00 | |
| JUMLAH TENAGA KERJA | 10,920.00 | |||||
| B | BAHAN | |||||
| Pipa PVC 1" | m | 1.200 | 7,062.22 | 8,474.67 | ||
| Perlengkapan | % | 35.000 | 2,471.78 | |||
| JUMLAH HARGA BAHAN | 10,946.44 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 21,866.44 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp21,866.44 |
A.5.1.1 28. Pemasangan 1 m’ pipa PVC tipe AW diameter 1 ½ ”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.054 | 95,000.00 | 5,130.00 | |
| Tukang batu | L.02 | OH | 0.090 | 110,000.00 | 9,900.00 | |
| Kepala tukang | L.03 | OH | 0.009 | 110,000.00 | 990.00 | |
| Mandor | L.04 | OH | 0.003 | 120,000.00 | 360.00 | |
| JUMLAH TENAGA KERJA | 16,380.00 | |||||
| B | BAHAN | |||||
| Pipa PVC 1 ½ " | m | 1.200 | 12,888.89 | 15,466.67 | ||
| Perlengkapan | % | 35.000 | 4,511.11 | |||
| JUMLAH HARGA BAHAN | 19,977.78 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 36,357.78 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp36,357.78 |
A.5.1.1 29. Pemasangan 1 m’ pipa PVC tipe AW diameter 2”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.054 | 95,000.00 | 5,130.00 | |
| Tukang batu | L.02 | OH | 0.090 | 110,000.00 | 9,900.00 | |
| Kepala tukang | L.03 | OH | 0.009 | 110,000.00 | 990.00 | |
| Mandor | L.04 | OH | 0.003 | 120,000.00 | 360.00 | |
| JUMLAH TENAGA KERJA | 16,380.00 | |||||
| B | BAHAN | |||||
| Pipa PVC 2 " | m | 1.200 | 18,316.67 | 21,980.00 | ||
| Perlengkapan | % | 35.000 | 6,410.83 | |||
| JUMLAH HARGA BAHAN | 28,390.83 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 44,770.83 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp44,770.83 |
A.5.1.1 30. Pemasangan 1 m’ pipa PVC tipe AW diameter 2 ½ ”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.081 | 95,000.00 | 7,695.00 | |
| Tukang batu | L.02 | OH | 0.135 | 110,000.00 | 14,850.00 | |
| Kepala tukang | L.03 | OH | 0.0135 | 110,000.00 | 1,485.00 | |
| Mandor | L.04 | OH | 0.004 | 120,000.00 | 480.00 | |
| JUMLAH TENAGA KERJA | 24,510.00 | |||||
| B | BAHAN | |||||
| Pipa PVC 2½ " | m | 1.20 | 25,075.00 | 30,090.00 | ||
| Perlengkapan | % | 35.00 | 8,776.25 | |||
| JUMLAH HARGA BAHAN | 38,866.25 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 63,376.25 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp63,376.25 |
A.5.1.1 31. Pemasangan 1 m’ pipa PVC tipe AW diameter 3”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.081 | 95,000.00 | 7,695.00 | |
| Tukang batu | L.02 | OH | 0.135 | 110,000.00 | 14,850.00 | |
| Kepala tukang | L.03 | OH | 0.0135 | 110,000.00 | 1,485.00 | |
| Mandor | L.04 | OH | 0.004 | 120,000.00 | 480.00 | |
| JUMLAH TENAGA KERJA | 24,510.00 | |||||
| B | BAHAN | |||||
| Pipa PVC 3 " | m | 1.200 | 34,000.00 | 40,800.00 | ||
| Perlengkapan | % | 35.000 | 11,900.00 | |||
| JUMLAH HARGA BAHAN | 52,700.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 77,210.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp77,210.00 |
A.5.1.1 32. Pemasangan 1 m’ pipa PVC tipe AW diameter 4”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.081 | 95,000.00 | 7,695.00 | |
| Tukang batu | L.02 | OH | 0.135 | 110,000.00 | 14,850.00 | |
| Kepala tukang | L.03 | OH | 0.0135 | 110,000.00 | 1,485.00 | |
| Mandor | L.04 | OH | 0.004 | 120,000.00 | 480.00 | |
| JUMLAH TENAGA KERJA | 24,510.00 | |||||
| B | BAHAN | |||||
| Pipa PVC 4" | m | 1.200 | 49,743.33 | 59,692.00 | ||
| Perlengkapan | % | 35.000 | 17,410.17 | |||
| JUMLAH HARGA BAHAN | 77,102.17 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 101,612.17 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp101,612.17 |
A.5.1.1 33. Pemasangan 1 unit biotank
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | BIAYA PASANG | |||||
| Biaya Pasang Instalasi | ls | 1.000 | 500,000.00 | 500,000.00 | ||
| JUMLAH BIAYA PASANG | 500,000.00 | |||||
| B | BAHAN | |||||
| Galian Tanah | m3 | 4.725 | 90,900.00 | 429,502.50 | ||
| Pas. Batako | m2 | 12.000 | 98,990.80 | 1,187,889.60 | ||
| Plesteran dinding | m2 | 10.400 | 89,230.54 | 927,997.62 | ||
| Urugan Pasir | m3 | 0.113 | 272,100.00 | 30,611.25 | ||
| Rabatan Beton K.100 | m3 | 0.113 | 811,349.17 | 91,276.78 | ||
| Plat Beton K-250 | m3 | 0.120 | 984,170.56 | 118,100.47 | ||
| Tutup Plat beton K-250 | m3 | 0.025 | 984,170.56 | 24,112.18 | ||
| Bekisting Plat Beton | m2 | 4.000 | 544,666.34 | 2,178,665.36 | ||
| Pembesian Wiremesh M7 | m2 | 16.000 | 62,162.61 | 994,601.83 | ||
| Bio Tank | Unit | 1.000 | 2,911,212.50 | 2,911,212.50 | ||
| JUMLAH HARGA BAHAN | 8,893,970.09 | |||||
| C | PERALATAN | |||||
| Alat Bantu | 1.00 | 50,000.00 | 50,000.00 | |||
| JUMLAH HARGA ALAT | 50,000.00 | |||||
| D | Jumlah (A+B+C) | 9,443,970.09 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp9,443,970.09 |
A.5.1.1 34. Pemasangan 1 unit grountank
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | BIAYA PASANG | |||||
| Biaya Pasang Instalasi | ls | 1.000 | 500,000.00 | 500,000.00 | ||
| JUMLAH BIAYA PASANG | 500,000.00 | |||||
| B | BAHAN | |||||
| Galian Tanah | m3 | 4.725 | 90,900.00 | 429,502.50 | ||
| Pas. Batako | m2 | 12.000 | 98,990.80 | 1,187,889.60 | ||
| Plesteran dinding | m2 | 10.400 | 89,230.54 | 927,997.62 | ||
| Urugan Pasir | m3 | 0.113 | 272,100.00 | 30,611.25 | ||
| Rabatan Beton K.100 | m3 | 0.113 | 811,349.17 | 91,276.78 | ||
| Plat Beton 150 kg besi | m3 | 0.120 | 984,170.56 | 118,100.47 | ||
| Tutup Plat beton 150 kg besi | m3 | 0.025 | 984,170.56 | 24,112.18 | ||
| Tanki air 1000 L | Unit | 1.000 | 2,000,000.00 | 2,000,000.00 | ||
| JUMLAH HARGA BAHAN | 4,809,490.39 | |||||
| C | PERALATAN | |||||
| Alat Bantu | 1.00 | 50,000.00 | 50,000.00 | |||
| JUMLAH HARGA ALAT | 50,000.00 | |||||
| D | Jumlah (A+B+C) | 5,359,490.39 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp5,359,490.39 |
A.5.1.1 35. Pemasangan 1 unit peresapan
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | BIAYA PASANG | |||||
| Biaya Pasang Instalasi | ls | 1.000 | 300,000.00 | 300,000.00 | ||
| JUMLAH BIAYA PASANG | 300,000.00 | |||||
| B | BAHAN | |||||
| Galian Tanah | m3 | 1.155 | 90,900.00 | 104,989.50 | ||
| Buis Beton 80 x 50 | m2 | 3.000 | 109,000.00 | 327,000.00 | ||
| materail pengisi batu apung | m2 | 1.000 | 150,000.00 | 150,000.00 | ||
| Materail pengisi Ijuk | m3 | 1.000 | 35,000.00 | 35,000.00 | ||
| Pas. Bata merah tebal 1 bata | m3 | 0.607 | 679,348.96 | 412,296.88 | ||
| Plat Beton 150 kg besi | m3 | 0.066 | 984,170.56 | 64,955.26 | ||
| Pipa 4" AW | m3 | 3.000 | 101,612.17 | 304,836.50 | ||
| Pipa 1"AW | Unit | 1.500 | 21,866.44 | 32,799.67 | ||
| JUMLAH HARGA BAHAN | 1,431,877.81 | |||||
| C | PERALATAN | |||||
| Alat Bantu | 1.00 | 250,000.00 | 250,000.00 | |||
| Accecoris | JUMLAH HARGA ALAT | 250,000.00 | ||||
| D | Jumlah (A+B+C) | 1,981,877.81 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,981,877.81 |
A.5.1.1 36. Pemasangan 1 unit biopori
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | BIAYA PASANG | |||||
| Biaya Pasang Instalasi | ls | 1.000 | 200,000.00 | 200,000.00 | ||
| JUMLAH BIAYA PASANG | 200,000.00 | |||||
| B | BAHAN | |||||
| Galian Tanah | m3 | 1.155 | 90,900.00 | 104,989.50 | ||
| Buis Beton 80 x 50 | bh | 3.000 | 109,000.00 | 327,000.00 | ||
| materail pengisi batu apung | ls | 1.000 | 150,000.00 | 150,000.00 | ||
| Materail pengisi Ijuk | ls | 1.000 | 35,000.00 | 35,000.00 | ||
| Pas. Bata merah tebal 1 bata | m3 | 0.607 | 679,348.96 | 412,296.88 | ||
| Plat Beton 150 kg besi | m3 | 0.066 | 984,170.56 | 64,955.26 | ||
| JUMLAH HARGA BAHAN | 1,094,241.64 | |||||
| C | PERALATAN | |||||
| Alat Bantu | 1.00 | 150,000.00 | 150,000.00 | |||
| Accecoris | JUMLAH HARGA ALAT | 150,000.00 | ||||
| D | Jumlah (A+B+C) | 1,444,241.64 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp1,444,241.64 |
A.5.1.1 37. Pemasangan 1 buah tempat sabun
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| 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 | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 13,650.00 | |||||
| B | BAHAN | |||||
| tempat sabun | unit | 1.000 | 72,000.00 | 72,000.00 | ||
| JUMLAH HARGA BAHAN | 72,000.00 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 85,650.00 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp85,650.00 |
A.5.1.1 39. Pemasangan 1 buah Stop kran Stainless Steel
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| Tukang batu | L.02 | OH | 0.400 | 110,000.00 | 44,000.00 | |
| Kepala tukang | L.03 | OH | 0.040 | 110,000.00 | 4,400.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 49,950.00 | |||||
| B | BAHAN | |||||
| Stop Kran | m | 1.000 | 285,818.75 | 285,818.75 | ||
| Sealtape | buah | 0.025 | 5,500.00 | 137.50 | ||
| JUMLAH HARGA BAHAN | 285,956.25 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 335,906.25 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp335,906.25 |
A.5.1.1 40. Pemasangan 1 m’ pipa Gas diameter ½”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.054 | 95,000.000 | 5,130.00 | |
| Tukang batu | L.02 | OH | 0.090 | 110,000.000 | 9,900.00 | |
| Kepala tukang | L.03 | OH | 0.009 | 110,000.000 | 990.00 | |
| Mandor | L.04 | OH | 0.027 | 120,000.000 | 3,240.00 | |
| JUMLAH TENAGA KERJA | 19,260.00 | |||||
| B | BAHAN | |||||
| Pipa gass ½" | m | 1.200 | 75,922.500 | 91,107.00 | ||
| Perlengkapan | ls | 35% x pipa | 26,572.88 | |||
| JUMLAH HARGA BAHAN | 117,679.88 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 136,939.88 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp136,939.88 |
A.5.1.1 41. Pembuatan1m sumur bor Dia 4"
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | UPAH | |||||
| Biaya Bore mesin | m | 1.000 | 85,000.00 | 85,000.00 | ||
| JUMLAH BIAYA PASANG | 85,000.00 | |||||
| B | BAHAN | |||||
| Pek pas. pipa AW dia 4" | m | 1.200 | 118,526.67 | 142,232.00 | ||
| Fitting Pipa | ls | 35% x pipa | 41,484.33 | |||
| JUMLAH HARGA BAHAN | 183,716.33 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 268,716.33 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp268,716.33 |
A.5.1.1 42. Pemasangan 1 buah kran zink
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| Tukang batu | L.02 | OH | 0.400 | 110,000.00 | 44,000.00 | |
| Kepala tukang | L.03 | OH | 0.040 | 110,000.00 | 4,400.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 49,950.00 | |||||
| B | BAHAN | |||||
| Kran TOTO TX 109 LD | m | 1.000 | 294,399.00 | 294,399.00 | ||
| Sealtape | buah | 0.025 | 5,500.00 | 137.50 | ||
| JUMLAH HARGA BAHAN | 294,536.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 344,486.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp344,486.50 |
A.5.1.1.43 Pemasangan 1 buah Penyekat urinoir
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 1.000 | 95,000.00 | 95,000.00 | |
| Tukang batu | L.02 | 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 | |||||
| Penyekat Urinoir | unit | 1.000 | 1,665,000.00 | 1,665,000.00 | ||
| Semen portland | kg | 6.000 | 1,380.00 | 8,280.00 | ||
| Pasir pasang | m³ | 0.010 | 207,066.67 | 2,070.67 | ||
| Perlengkapan | % | 30.000 | - | 499,500.00 | ||
| JUMLAH HARGA BAHAN | 2,174,850.67 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 2,396,850.67 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp2,396,850.67 |
A.5.1.1 44. Pemasangan 1 buah Jetwasher TOTO
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.010 | 95,000.00 | 950.00 | |
| Tukang batu | L.02 | OH | 0.400 | 110,000.00 | 44,000.00 | |
| Kepala tukang | L.03 | OH | 0.040 | 110,000.00 | 4,400.00 | |
| Mandor | L.04 | OH | 0.005 | 120,000.00 | 600.00 | |
| JUMLAH TENAGA KERJA | 49,950.00 | |||||
| B | BAHAN | |||||
| Jetwasher THX20MCRB | buah | 1.000 | 369,000.00 | 369,000.00 | ||
| Sealtape | buah | 0.025 | 5,500.00 | 137.50 | ||
| JUMLAH HARGA BAHAN | 369,137.50 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 419,087.50 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp419,087.50 |
A.5.1.1 45. Pemasangan 1 m’ pipa Stainless diameter 2”
| No | Uraian | Kode | Satuan | Koefisien | Harga Satuan | Jumlah Harga |
|---|---|---|---|---|---|---|
| A | TENAGA | |||||
| Pekerja | L.01 | OH | 0.135 | 95,000.00 | 12,825.00 | |
| Tukang batu | L.02 | OH | 0.225 | 110,000.00 | 24,750.00 | |
| Kepala tukang | L.03 | OH | 0.023 | 110,000.00 | 2,530.00 | |
| Mandor | L.04 | OH | 0.007 | 120,000.00 | 840.00 | |
| JUMLAH TENAGA KERJA | 40,945.00 | |||||
| B | BAHAN | |||||
| Pipa Stainless 2" | m | 1.200 | 128,924.17 | 154,709.00 | ||
| Perlengkapan | % | 35.000 | 45,123.46 | |||
| JUMLAH HARGA BAHAN | 199,832.46 | |||||
| C | PERALATAN | |||||
| JUMLAH HARGA ALAT | - | |||||
| D | Jumlah (A+B+C) | 240,777.46 | ||||
| E | Overhead & Profit | 0% | - | |||
| F | Harga Satuan Pekerjaan (D+E) | Rp240,777.46 |
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