| 1081 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.13 |
Penimbunan tanah, Perataan dan Pemadatan menggunakan Alat Berat |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0031 |
OH |
206.800,00 |
641,08 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.0008 |
OH |
150.800,00 |
120,64 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
761,72 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.4.16 |
Tanah Urug |
1.2 |
M3 |
230.800,00 |
276.960,01 |
|
|
|
|
Jumlah |
276.960,01 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.24 |
Dump Truck |
0.2564 |
jam |
513.600,00 |
131.687,03 |
| 123.2.2.1.2.27 |
Excavator |
0.0062 |
jam |
1.063.200,00 |
6.591,84 |
| 123.2.2.1.2.39 |
Motor Grader |
0.0036 |
jam |
1.115.300,00 |
4.015,08 |
| 123.2.2.1.2.59 |
Vibro Roller |
0.0042 |
jam |
617.700,00 |
2.594,34 |
| 123.2.2.1.2.61 |
Water Tank Truck |
0.007 |
jam |
525.600,00 |
3.679,20 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
149.967,49 |
|
|
|
|
Nilai HSPK |
427.689,23 |
| 2020 | 24.1.2.13 | Penimbunan tanah, Perataan dan Pemadatan menggunakan Alat Berat | M3 | 427.689,23 | Tidak Dipakai | |
| 1082 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.14 |
Penimbunan Sirtu dan Pemadatan menggunakan Alat Berat |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.021 |
OH |
206.800,00 |
4.342,80 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.25 |
OH |
150.800,00 |
37.700,00 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
42.042,80 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.4.9 |
Sirtu Air/ Kerikil bersih disaring |
1.2 |
M3 |
400.200,00 |
480.240,02 |
|
|
|
|
Jumlah |
480.240,02 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.24 |
Dump Truck |
0.088 |
jam |
513.600,00 |
45.196,80 |
| 123.2.2.1.2.28 |
Excavator 6 M3 |
0.022 |
jam |
584.300,00 |
12.854,60 |
| 123.2.2.1.2.39 |
Motor Grader |
0.008 |
jam |
1.115.300,00 |
8.922,40 |
| 123.2.2.1.2.44 |
Pneumatic Tyre Roller |
0.004 |
jam |
653.700,00 |
2.614,80 |
| 123.2.2.1.2.59 |
Vibro Roller |
0.012 |
jam |
617.700,00 |
7.412,40 |
| 123.2.2.1.2.61 |
Water Tank Truck |
0.012 |
jam |
525.600,00 |
6.307,20 |
|
|
|
|
Jumlah |
83.308,20 |
|
|
|
|
Nilai HSPK |
605.591,02 |
| 2020 | 24.1.2.14 | Penimbunan Sirtu dan Pemadatan menggunakan Alat Berat | M3 | 605.591,02 | Tidak Dipakai | |
| 1083 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.15 |
Pengerukan Saluran (alat berat) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.007 |
OH |
206.800,00 |
1.447,60 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.226 |
OH |
150.800,00 |
34.080,80 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
35.528,40 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.24 |
Dump Truck |
0.64 |
jam |
513.600,00 |
328.703,99 |
| 123.2.2.1.2.28 |
Excavator 6 M3 |
0.15 |
jam |
584.300,00 |
87.645,00 |
|
|
|
|
Jumlah |
416.349,00 |
|
|
|
|
Nilai HSPK |
451.877,40 |
| 2020 | 24.1.2.15 | Pengerukan Saluran (alat berat) | M3 | 451.877,40 | Tidak Dipakai | |
| 1084 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.16 |
Pengangkutan Tanah dari Lubang Galian yg dalamnya < 1 m |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0075 |
OH |
206.800,00 |
1.551,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.15 |
OH |
150.800,00 |
22.620,00 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
24.171,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
24.171,00 |
| 2020 | 24.1.2.16 | Pengangkutan Tanah dari Lubang Galian yg dalamnya < 1 m | M3 | 24.171,00 | Tidak Dipakai | |
| 1085 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.17 |
Pengangkutan Tanah dari Lubang Galian yg dalamnya > 1 m |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0125 |
OH |
206.800,00 |
2.585,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.25 |
OH |
150.800,00 |
37.700,00 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
40.285,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
40.285,00 |
| 2020 | 24.1.2.17 | Pengangkutan Tanah dari Lubang Galian yg dalamnya > 1 m | M3 | 40.285,00 | Tidak Dipakai | |
| 1086 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.18 |
Pengangkutan Tanah sejauh 30 meter manual |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.01 |
OH |
206.800,00 |
2.068,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.33 |
OH |
150.800,00 |
49.764,00 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
51.832,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
51.832,00 |
| 2020 | 24.1.2.18 | Pengangkutan Tanah sejauh 30 meter manual | M3 | 51.832,00 | Tidak Dipakai | |
| 1087 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.19 |
Pengangkutan Tanah sejauh 150 meter manual |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0156 |
OH |
206.800,00 |
3.226,08 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.516 |
OH |
150.800,00 |
77.812,80 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
81.038,88 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
81.038,88 |
| 2020 | 24.1.2.19 | Pengangkutan Tanah sejauh 150 meter manual | M3 | 81.038,88 | Tidak Dipakai | |
| 1088 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.20 |
Pengangkutan Tanah keluar Proyek |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0 |
OH |
206.800,00 |
0,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.25 |
OH |
150.800,00 |
37.700,00 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
37.700,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.24 |
Dump Truck |
0.25 |
jam |
513.600,00 |
128.400,00 |
|
|
|
|
Jumlah |
128.400,00 |
|
|
|
|
Nilai HSPK |
166.100,00 |
| 2020 | 24.1.2.20 | Pengangkutan Tanah keluar Proyek | M3 | 166.100,00 | Tidak Dipakai | |
| 1089 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.21 |
Penimbunan Abu Batu |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.025 |
OH |
206.800,00 |
5.170,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.25 |
OH |
150.800,00 |
37.700,00 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
42.870,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.5.14 |
Abu Batu |
1.2 |
M3 |
333.500,00 |
400.200,02 |
|
|
|
|
Jumlah |
400.200,02 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
443.070,02 |
| 2020 | 24.1.2.21 | Penimbunan Abu Batu | M3 | 443.070,02 | Tidak Dipakai | |
| 1090 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.22 |
Penimbunan dengan Sirtu |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.01 |
OH |
206.800,00 |
2.068,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
47.308,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.4.8 |
Sirtu (Pasir Batu) |
1.2 |
M3 |
180.100,00 |
216.120,01 |
|
|
|
|
Jumlah |
216.120,01 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.48 |
Tamper |
0.2667 |
jam |
68.100,00 |
18.162,27 |
|
|
|
|
Jumlah |
18.162,27 |
|
|
|
|
Nilai HSPK |
281.590,28 |
| 2020 | 24.1.2.22 | Penimbunan dengan Sirtu | M3 | 281.590,28 | Tidak Dipakai | |
| 1091 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.1 |
Pemasangan Turap Papan tebal 3 cm |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.008 |
OH |
236.200,00 |
1.889,60 |
| 123.1.1.1.1.6 |
Mandor |
0.025 |
OH |
206.800,00 |
5.170,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
| 123.1.1.1.1.23 |
Tukang |
0.08 |
OH |
177.500,00 |
14.200,00 |
|
|
|
|
Jumlah |
172.059,60 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.033 |
M3 |
6.403.200,00 |
211.305,60 |
| 117.1.1.1.22.230 |
Paku |
0.3 |
Kg |
25.700,00 |
7.710,00 |
|
|
|
|
Jumlah |
219.015,60 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
391.075,20 |
| 2020 | 24.1.3.1 | Pemasangan Turap Papan tebal 3 cm | M2 | 391.075,20 | Tidak Dipakai | |
| 1092 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.2 |
Pemasangan Turap Bambu tinggi 1,5 m |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.0022 |
OH |
236.200,00 |
519,64 |
| 123.1.1.1.1.6 |
Mandor |
0.0068 |
OH |
206.800,00 |
1.406,24 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.2725 |
OH |
150.800,00 |
41.093,00 |
| 123.1.1.1.1.23 |
Tukang |
0.0218 |
OH |
177.500,00 |
3.869,50 |
|
|
|
|
Jumlah |
46.888,38 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.102 |
Tepas 2x2 m (sisik/kulit) |
1.65 |
lembar |
64.100,00 |
105.765,00 |
| 117.1.1.1.22.191 |
Kawat |
0.109 |
Kg |
29.300,00 |
3.193,70 |
| 117.1.1.12.1.210 |
Bambu |
3 |
batang |
46.700,00 |
140.100,00 |
|
|
|
|
Jumlah |
249.058,70 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
295.947,08 |
| 2020 | 24.1.3.2 | Pemasangan Turap Bambu tinggi 1,5 m | M1 | 295.947,08 | Tidak Dipakai | |
| 1093 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.3 |
Pemasangan Turap Bambu tinggi 2,75 m |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.004 |
OH |
236.200,00 |
944,80 |
| 123.1.1.1.1.6 |
Mandor |
0.0125 |
OH |
206.800,00 |
2.585,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.5 |
OH |
150.800,00 |
75.400,00 |
| 123.1.1.1.1.23 |
Tukang |
0.04 |
OH |
177.500,00 |
7.100,00 |
|
|
|
|
Jumlah |
86.029,80 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.102 |
Tepas 2x2 m (sisik/kulit) |
3.025 |
lembar |
64.100,00 |
193.902,51 |
| 117.1.1.1.22.191 |
Kawat |
0.2 |
Kg |
29.300,00 |
5.860,00 |
| 117.1.1.12.1.210 |
Bambu |
6 |
batang |
46.700,00 |
280.200,00 |
|
|
|
|
Jumlah |
479.962,51 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
565.992,31 |
| 2020 | 24.1.3.3 | Pemasangan Turap Bambu tinggi 2,75 m | M1 | 565.992,31 | Tidak Dipakai | |
| 1094 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.4 |
Pemasangan Crucuk Bambu 10 s/d 12 - P.3 m |
|
batang |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0025 |
OH |
206.800,00 |
517,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.05 |
OH |
150.800,00 |
7.540,00 |
| 123.1.1.1.1.23 |
Tukang |
0.04 |
OH |
177.500,00 |
7.100,00 |
|
|
|
|
Jumlah |
15.157,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.12.1.210 |
Bambu |
1 |
batang |
46.700,00 |
46.700,00 |
|
|
|
|
Jumlah |
46.700,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
61.857,00 |
| 2020 | 24.1.3.4 | Pemasangan Crucuk Bambu 10 s/d 12 - P.3 m | batang | 61.857,00 | Tidak Dipakai | |
| 1095 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.5 |
Pemasangan Crucuk Kayu Gelam 8 s/d 12 - P 4 m |
|
batang |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0025 |
OH |
206.800,00 |
517,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.05 |
OH |
150.800,00 |
7.540,00 |
| 123.1.1.1.1.23 |
Tukang |
0.0125 |
OH |
177.500,00 |
2.218,75 |
|
|
|
|
Jumlah |
10.275,75 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.41 |
Kayu Galam, 4 m |
1 |
batang |
77.400,00 |
77.400,00 |
|
|
|
|
Jumlah |
77.400,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
87.675,75 |
| 2020 | 24.1.3.5 | Pemasangan Crucuk Kayu Gelam 8 s/d 12 - P 4 m | batang | 87.675,75 | Tidak Dipakai | |
| 1096 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.6 |
Pemasangan Perancah Bambu |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.013 |
OH |
206.800,00 |
2.688,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.25 |
OH |
150.800,00 |
37.700,00 |
| 123.1.1.1.1.23 |
Tukang |
0.002 |
OH |
177.500,00 |
355,00 |
|
|
|
|
Jumlah |
40.743,40 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.102 |
Tepas 2x2 m (sisik/kulit) |
1.1 |
lembar |
64.100,00 |
70.510,00 |
| 117.1.1.1.22.239 |
Paku Beton |
0.3 |
Doz |
96.100,00 |
28.830,00 |
| 117.1.1.12.1.210 |
Bambu |
6 |
batang |
46.700,00 |
280.200,00 |
|
|
|
|
Jumlah |
379.540,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
420.283,40 |
| 2020 | 24.1.3.6 | Pemasangan Perancah Bambu | M2 | 420.283,40 | Tidak Dipakai | |
| 1097 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.7 |
Pembuatan KISDAM tinggi 1 m tebal 0,6 m |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0125 |
OH |
206.800,00 |
2.585,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.225 |
OH |
150.800,00 |
33.930,00 |
| 123.1.1.1.1.23 |
Tukang |
0.025 |
OH |
177.500,00 |
4.437,50 |
|
|
|
|
Jumlah |
40.952,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.102 |
Tepas 2x2 m (sisik/kulit) |
2.2 |
lembar |
64.100,00 |
141.020,00 |
| 117.1.1.1.22.191 |
Kawat |
0.15 |
Kg |
29.300,00 |
4.395,00 |
| 117.1.1.12.1.210 |
Bambu |
3 |
batang |
46.700,00 |
140.100,00 |
|
|
|
|
Jumlah |
285.515,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
326.467,50 |
| 2020 | 24.1.3.7 | Pembuatan KISDAM tinggi 1 m tebal 0,6 m | M1 | 326.467,50 | Tidak Dipakai | |
| 1098 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.8 |
Pembuatan KISDAM tinggi 1,5m tebal 0,6 m |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.02 |
OH |
206.800,00 |
4.136,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
| 123.1.1.1.1.23 |
Tukang |
0.033 |
OH |
177.500,00 |
5.857,50 |
|
|
|
|
Jumlah |
55.233,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.102 |
Tepas 2x2 m (sisik/kulit) |
3.3 |
lembar |
64.100,00 |
211.530,00 |
| 117.1.1.1.22.191 |
Kawat |
0.2 |
Kg |
29.300,00 |
5.860,00 |
| 117.1.1.12.1.210 |
Bambu |
4 |
batang |
46.700,00 |
186.800,00 |
|
|
|
|
Jumlah |
404.190,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
459.423,50 |
| 2020 | 24.1.3.8 | Pembuatan KISDAM tinggi 1,5m tebal 0,6 m | M1 | 459.423,50 | Tidak Dipakai | |
| 1099 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.9 |
Pembuatan KISDAM tinggi 2m tebal 0,6 m |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.0208 |
OH |
206.800,00 |
4.301,44 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
| 123.1.1.1.1.23 |
Tukang |
0.417 |
OH |
177.500,00 |
74.017,50 |
|
|
|
|
Jumlah |
123.558,94 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.102 |
Tepas 2x2 m (sisik/kulit) |
4.4 |
lembar |
64.100,00 |
282.040,01 |
| 117.1.1.1.22.191 |
Kawat |
0.25 |
Kg |
29.300,00 |
7.325,00 |
| 117.1.1.12.1.210 |
Bambu |
5 |
batang |
46.700,00 |
233.500,00 |
|
|
|
|
Jumlah |
522.865,01 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
646.423,95 |
| 2020 | 24.1.3.9 | Pembuatan KISDAM tinggi 2m tebal 0,6 m | M1 | 646.423,95 | Tidak Dipakai | |
| 1100 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.10 |
Pembuatan KISDAM tinggi 2,5m tebal 0,6 m |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.023 |
OH |
206.800,00 |
4.756,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.375 |
OH |
150.800,00 |
56.550,00 |
| 123.1.1.1.1.23 |
Tukang |
0.05 |
OH |
177.500,00 |
8.875,00 |
|
|
|
|
Jumlah |
70.181,40 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.102 |
Tepas 2x2 m (sisik/kulit) |
5.5 |
lembar |
64.100,00 |
352.550,00 |
| 117.1.1.1.22.191 |
Kawat |
0.3 |
Kg |
29.300,00 |
8.790,00 |
| 117.1.1.12.1.210 |
Bambu |
6 |
batang |
46.700,00 |
280.200,00 |
|
|
|
|
Jumlah |
641.540,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
711.721,40 |
| 2020 | 24.1.3.10 | Pembuatan KISDAM tinggi 2,5m tebal 0,6 m | M1 | 711.721,40 | Tidak Dipakai | |
