1581 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.52 |
Pemasangan Tiang Oktagonal 5 m Double Hot Dipped Galvanized dengan Flenders |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.317 |
Tiang Oktagonal 5 m Double Hot Dipped Galvanized dengan Flenders |
1 |
batang |
5.396.700,00 |
5.396.700,00 |
|
|
|
|
Jumlah |
5.396.700,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
5.692.159,00 |
| 2020 | 24.2.2.52 | Pemasangan Tiang Oktagonal 5 m Double Hot Dipped Galvanized dengan Flenders | unit | 5.692.159,00 | Tidak Dipakai | |
1582 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.53 |
Pemasangan Tiang Oktagonal 7 m Single Hot Dipped Galvanized dengan Flenders |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.320 |
Tiang Oktagonal 7 m Single Hot Dipped Galvanized dengan Flenders |
1 |
batang |
4.094.100,00 |
4.094.100,00 |
|
|
|
|
Jumlah |
4.094.100,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
4.389.559,00 |
| 2020 | 24.2.2.53 | Pemasangan Tiang Oktagonal 7 m Single Hot Dipped Galvanized dengan Flenders | unit | 4.389.559,00 | Tidak Dipakai | |
1583 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.54 |
Pemasangan Tiang Oktagonal 7 m Double Hot Dipped Galvanized dengan Flenders |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.319 |
Tiang Oktagonal 7 m Double Hot Dipped Galvanized dengan Flenders |
1 |
batang |
5.396.700,00 |
5.396.700,00 |
|
|
|
|
Jumlah |
5.396.700,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
5.692.159,00 |
| 2020 | 24.2.2.54 | Pemasangan Tiang Oktagonal 7 m Double Hot Dipped Galvanized dengan Flenders | unit | 5.692.159,00 | Tidak Dipakai | |
1584 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.55 |
Pemasangan Tiang Oktagonal 9 m Single Hot Dipped Galvanized dengan Flenders |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.322 |
Tiang Oktagonal 9 m Single Hot Dipped Galvanized dengan Flenders |
1 |
batang |
6.699.400,00 |
6.699.400,00 |
|
|
|
|
Jumlah |
6.699.400,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
6.994.859,00 |
| 2020 | 24.2.2.55 | Pemasangan Tiang Oktagonal 9 m Single Hot Dipped Galvanized dengan Flenders | unit | 6.994.859,00 | Tidak Dipakai | |
1585 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.56 |
Pemasangan Tiang Oktagonal 9 m Double Hot Dipped Galvanized dengan Flenders |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.321 |
Tiang Oktagonal 9 m Double Hot Dipped Galvanized dengan Flenders |
1 |
batang |
5.396.700,00 |
5.396.700,00 |
|
|
|
|
Jumlah |
5.396.700,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
5.692.159,00 |
| 2020 | 24.2.2.56 | Pemasangan Tiang Oktagonal 9 m Double Hot Dipped Galvanized dengan Flenders | unit | 5.692.159,00 | Tidak Dipakai | |
1586 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.57 |
Pemasangan Tiang Cabang 1 Biasa 5m |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.313 |
Tiang Cabang Biasa 1-5 m |
1 |
batang |
1.488.100,00 |
1.488.100,00 |
|
|
|
|
Jumlah |
1.488.100,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
1.783.559,00 |
| 2020 | 24.2.2.57 | Pemasangan Tiang Cabang 1 Biasa 5m | unit | 1.783.559,00 | Tidak Dipakai | |
1587 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.58 |
Pemasangan Tiang Cabang 1 Biasa 7m |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.314 |
Tiang Cabang Biasa 1-7 m |
1 |
batang |
2.015.900,00 |
2.015.900,00 |
|
|
|
|
Jumlah |
2.015.900,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
2.311.359,00 |
| 2020 | 24.2.2.58 | Pemasangan Tiang Cabang 1 Biasa 7m | unit | 2.311.359,00 | Tidak Dipakai | |
1588 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.59 |
Pemasangan Tiang Cabang 2 Biasa 5m |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.315 |
Tiang Cabang Biasa 2-5 m |
1 |
unit |
2.001.900,00 |
2.001.900,00 |
|
|
|
|
Jumlah |
2.001.900,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
2.297.359,00 |
| 2020 | 24.2.2.59 | Pemasangan Tiang Cabang 2 Biasa 5m | unit | 2.297.359,00 | Tidak Dipakai | |
1589 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.60 |
Pemasangan Tiang Cabang 2 Biasa 7m |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.316 |
Tiang Cabang Biasa 2-7 m |
1 |
batang |
2.170.500,00 |
2.170.500,00 |
|
|
|
|
Jumlah |
2.170.500,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
2.465.959,00 |
| 2020 | 24.2.2.60 | Pemasangan Tiang Cabang 2 Biasa 7m | unit | 2.465.959,00 | Tidak Dipakai | |
1590 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.61 |
Pemasangan Tiang Tanam 5 m |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
222.059,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.312 |
Tiang Biasa 5m tanam |
1 |
unit |
3.491.800,00 |
3.491.800,00 |
|
|
|
|
Jumlah |
3.491.800,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.20 |
Crane 20 Ton |
0.5 |
jam |
146.800,00 |
73.400,00 |
|
|
|
|
Jumlah |
73.400,00 |
|
|
|
|
Nilai HSPK |
3.787.259,00 |
| 2020 | 24.2.2.61 | Pemasangan Tiang Tanam 5 m | unit | 3.787.259,00 | Tidak Dipakai | |
1591 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.62 |
Bongkar Panel Lama |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.04 |
OH |
206.800,00 |
8.272,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.8 |
OH |
150.800,00 |
120.640,00 |
123.1.1.1.1.23 |
Tukang |
0.4 |
OH |
177.500,00 |
71.000,00 |
|
|
|
|
Jumlah |
199.912,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
199.912,00 |
| 2020 | 24.2.2.62 | Bongkar Panel Lama | buah | 199.912,00 | Tidak Dipakai | |
1592 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.63 |
Pembongkaran Instalasi Kabel Lama |
|
M |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.0011 |
OH |
236.200,00 |
259,82 |
123.1.1.1.1.6 |
Mandor |
0.0016 |
OH |
206.800,00 |
330,88 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0318 |
OH |
150.800,00 |
4.795,44 |
123.1.1.1.1.23 |
Tukang |
0.0106 |
OH |
177.500,00 |
1.881,50 |
|
|
|
|
Jumlah |
7.267,64 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
7.267,64 |
| 2020 | 24.2.2.63 | Pembongkaran Instalasi Kabel Lama | M | 7.267,64 | Tidak Dipakai | |
1593 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.64 |
Pemasangan dan Penarikan Kabel 1 |
|
M |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.0011 |
OH |
236.200,00 |
259,82 |
123.1.1.1.1.6 |
Mandor |
0.0016 |
OH |
206.800,00 |
330,88 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0318 |
OH |
150.800,00 |
4.795,44 |
123.1.1.1.1.23 |
Tukang |
0.0106 |
OH |
177.500,00 |
1.881,50 |
|
|
|
|
Jumlah |
7.267,64 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
7.267,64 |
| 2020 | 24.2.2.64 | Pemasangan dan Penarikan Kabel 1 | M | 7.267,64 | Tidak Dipakai | |
1594 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.65 |
Pembongkaran Ornamen |
|
titik |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.2 |
OH |
206.800,00 |
41.360,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
131.840,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.4 |
Alat Bantu Penerangan Jalan Umum (PJU) |
2 |
jam |
9.800,00 |
19.600,00 |
|
|
|
|
Jumlah |
19.600,00 |
|
|
|
|
Nilai HSPK |
151.440,00 |
| 2020 | 24.2.2.65 | Pembongkaran Ornamen | titik | 151.440,00 | Tidak Dipakai | |
1595 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.66 |
Pembongkaran Tiang Lampu LPJU |
|
titik |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.13 |
OH |
206.800,00 |
26.884,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
3 |
OH |
150.800,00 |
452.400,00 |
123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
479.284,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.4 |
Alat Bantu Penerangan Jalan Umum (PJU) |
0.5 |
jam |
9.800,00 |
4.900,00 |
|
|
|
|
Jumlah |
4.900,00 |
|
|
|
|
Nilai HSPK |
484.184,00 |
| 2020 | 24.2.2.66 | Pembongkaran Tiang Lampu LPJU | titik | 484.184,00 | Tidak Dipakai | |
1596 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.67 |
Pemindahan Panel Lampu LPJU lama |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.043 |
OH |
236.200,00 |
10.156,60 |
123.1.1.1.1.6 |
Mandor |
0.0538 |
OH |
206.800,00 |
11.125,84 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.075 |
OH |
150.800,00 |
162.110,01 |
123.1.1.1.1.23 |
Tukang |
0.43 |
OH |
177.500,00 |
76.325,00 |
|
|
|
|
Jumlah |
259.717,45 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.169 |
Grounding Roud (Arde) 16 mm |
1 |
buah |
977.700,00 |
977.700,00 |
|
|
|
|
Jumlah |
977.700,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
1.237.417,45 |
| 2020 | 24.2.2.67 | Pemindahan Panel Lampu LPJU lama | unit | 1.237.417,45 | Tidak Dipakai | |
1597 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.68 |
Pemasangan Armatur |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.25 |
OH |
206.800,00 |
51.700,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.75 |
OH |
150.800,00 |
113.100,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
209.175,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.4 |
Alat Bantu Penerangan Jalan Umum (PJU) |
1 |
jam |
9.800,00 |
9.800,00 |
|
|
|
|
Jumlah |
9.800,00 |
|
|
|
|
Nilai HSPK |
218.975,00 |
| 2020 | 24.2.2.68 | Pemasangan Armatur | buah | 218.975,00 | Tidak Dipakai | |
1598 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.69 |
Bongkar Armatur |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.04 |
OH |
206.800,00 |
8.272,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.4 |
OH |
150.800,00 |
60.320,00 |
123.1.1.1.1.23 |
Tukang |
0.4 |
OH |
177.500,00 |
71.000,00 |
|
|
|
|
Jumlah |
139.592,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.38 |
Mobil Pick Up |
0.5 |
jam |
49.400,00 |
24.700,00 |
123.2.2.1.3.4 |
Alat Bantu Penerangan Jalan Umum (PJU) |
1 |
jam |
9.800,00 |
9.800,00 |
|
|
|
|
Jumlah |
34.500,00 |
|
|
|
|
Nilai HSPK |
174.092,00 |
| 2020 | 24.2.2.69 | Bongkar Armatur | buah | 174.092,00 | Tidak Dipakai | |
1599 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.70 |
Pengecatan dengan Cat Road Line |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.015 |
OH |
236.200,00 |
3.543,00 |
123.1.1.1.1.6 |
Mandor |
0.005 |
OH |
206.800,00 |
1.034,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.1 |
OH |
150.800,00 |
15.080,00 |
123.1.1.1.1.23 |
Tukang |
0.15 |
OH |
177.500,00 |
26.625,00 |
|
|
|
|
Jumlah |
46.282,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.6.84 |
Thinner A Special 1L |
0.3 |
liter |
52.300,00 |
15.690,00 |
132.18.1.3.1.19 |
Cat Road Line |
0.345 |
kaleng |
75.400,00 |
26.013,00 |
|
|
|
|
Jumlah |
41.703,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
87.985,00 |
| 2020 | 24.2.2.70 | Pengecatan dengan Cat Road Line | M2 | 87.985,00 | Tidak Dipakai | |
1600 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.1 |
Galian untuk Selokan Drainase dan Saluran air dengan Excavator |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0011 |
OH |
206.800,00 |
227,48 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0043 |
OH |
150.800,00 |
648,44 |
|
|
|
|
Jumlah |
875,92 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.24 |
jam |
513.600,00 |
123.264,00 |
123.2.2.1.2.27 |
Excavator |
0.0076 |
jam |
1.063.200,00 |
8.080,32 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
132.744,32 |
|
|
|
|
Nilai HSPK |
133.620,24 |
| 2020 | 24.2.3.1 | Galian untuk Selokan Drainase dan Saluran air dengan Excavator | M3 | 133.620,24 | Tidak Dipakai | |