1201 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.5.6 |
Pekerjaan atap jurai rangka atap Besi Baja Ringan Canal C 75 bahan atap seng/spandek/zincalum |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.06 |
OH |
236.200,00 |
14.172,00 |
123.1.1.1.1.6 |
Mandor |
0.02 |
OH |
206.800,00 |
4.136,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
123.1.1.1.1.25 |
Tukang Besi |
0.06 |
OH |
177.500,00 |
10.650,00 |
|
|
|
|
Jumlah |
119.438,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.8.5 |
Baja Ringan Canal C75 |
3.3715 |
batang |
81.200,00 |
273.765,80 |
|
|
|
|
Jumlah |
273.765,80 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
393.203,80 |
| 2020 | 24.1.5.6 | Pekerjaan atap jurai rangka atap Besi Baja Ringan Canal C 75 bahan atap seng/spandek/zincalum | M2 | 393.203,80 | Tidak Dipakai | |
1202 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.5.7 |
Pekerjaan atap jurai rangka atap baja ringan profil C 75 bahan atap genteng |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.06 |
OH |
236.200,00 |
14.172,00 |
123.1.1.1.1.6 |
Mandor |
0.02 |
OH |
206.800,00 |
4.136,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
123.1.1.1.1.25 |
Tukang Besi |
0.06 |
OH |
177.500,00 |
10.650,00 |
|
|
|
|
Jumlah |
119.438,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.8.5 |
Baja Ringan Canal C75 |
3.8772 |
batang |
81.200,00 |
314.828,63 |
117.1.1.1.22.268 |
Pengikat (Suspension Rod) 3mm x 2400 mm |
12 |
buah |
8.100,00 |
97.200,00 |
|
|
|
|
Jumlah |
412.028,63 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
531.466,63 |
| 2020 | 24.1.5.7 | Pekerjaan atap jurai rangka atap baja ringan profil C 75 bahan atap genteng | M2 | 531.466,63 | Tidak Dipakai | |
1203 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.5.8 |
Perbaikan Sambungan (Baut, Cincin, Pasak, dll) |
|
kilogram |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.03 |
OH |
236.200,00 |
7.086,00 |
123.1.1.1.1.6 |
Mandor |
0 |
OH |
206.800,00 |
0,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.09 |
OH |
150.800,00 |
13.572,00 |
123.1.1.1.1.25 |
Tukang Besi |
0.09 |
OH |
177.500,00 |
15.975,00 |
|
|
|
|
Jumlah |
36.633,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
36.633,00 |
| 2020 | 24.1.5.8 | Perbaikan Sambungan (Baut, Cincin, Pasak, dll) | kilogram | 36.633,00 | Tidak Dipakai | |
1204 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.5.9 |
Perbaikan dan Penggantian Baja Struktural (profil) |
|
kilogram |
|
|
|
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 |
0.028 |
OH |
150.800,00 |
4.222,40 |
123.1.1.1.1.25 |
Tukang Besi |
0.011 |
OH |
177.500,00 |
1.952,50 |
|
|
|
|
Jumlah |
10.310,90 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.36 |
Mesin Las |
0.2 |
jam |
58.700,00 |
11.740,00 |
|
|
|
|
Jumlah |
11.740,00 |
|
|
|
|
Nilai HSPK |
22.050,90 |
| 2020 | 24.1.5.9 | Perbaikan dan Penggantian Baja Struktural (profil) | kilogram | 22.050,90 | Tidak Dipakai | |
1205 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.5.10 |
Ongkos Pasang Gelagar Baja Profil |
|
kilogram |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.05 |
OH |
206.800,00 |
10.340,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.001 |
OH |
150.800,00 |
150,80 |
123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
10.490,80 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
10.490,80 |
| 2020 | 24.1.5.10 | Ongkos Pasang Gelagar Baja Profil | kilogram | 10.490,80 | Tidak Dipakai | |
1206 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.5.11 |
Pekerjaan Pemasangan Baut Mur Baja |
|
kilogram |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.006 |
OH |
236.200,00 |
1.417,20 |
123.1.1.1.1.6 |
Mandor |
0.003 |
OH |
206.800,00 |
620,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.06 |
OH |
150.800,00 |
9.048,00 |
|
|
|
|
Jumlah |
11.085,60 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.504 |
Besi Profil |
1.15 |
Kg |
20.100,00 |
23.115,00 |
|
|
|
|
Jumlah |
23.115,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
34.200,60 |
| 2020 | 24.1.5.11 | Pekerjaan Pemasangan Baut Mur Baja | kilogram | 34.200,60 | Tidak Dipakai | |
1207 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.5.12 |
Pekerjaan Pabrikasi dan Elektroda Besi Siku L40.40.4 |
|
kilogram |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.006 |
OH |
236.200,00 |
1.417,20 |
123.1.1.1.1.6 |
Mandor |
0.003 |
OH |
206.800,00 |
620,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.06 |
OH |
150.800,00 |
9.048,00 |
|
|
|
|
Jumlah |
11.085,60 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.140 |
Besi SIKU 40 x 6m x 4mm |
1.15 |
batang |
180.100,00 |
207.115,00 |
|
|
|
|
Jumlah |
207.115,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
218.200,60 |
| 2020 | 24.1.5.12 | Pekerjaan Pabrikasi dan Elektroda Besi Siku L40.40.4 | kilogram | 218.200,60 | Tidak Dipakai | |
1208 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.1 |
Dinding Batu Merah 1 Pc : 2 Pp tebal 1 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.02 |
OH |
236.200,00 |
4.724,00 |
123.1.1.1.1.6 |
Mandor |
0.03 |
OH |
206.800,00 |
6.204,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
123.1.1.1.1.23 |
Tukang |
0.2 |
OH |
177.500,00 |
35.500,00 |
|
|
|
|
Jumlah |
136.908,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
43.5 |
Kg |
2.600,00 |
113.100,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.08 |
M3 |
180.100,00 |
14.408,00 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
140 |
buah |
700,00 |
98.000,00 |
|
|
|
|
Jumlah |
225.508,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
362.416,00 |
| 2020 | 24.1.6.1 | Dinding Batu Merah 1 Pc : 2 Pp tebal 1 bata | M2 | 362.416,00 | Tidak Dipakai | |
1209 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.2 |
Dinding Batu Merah 1 Pc : 3 Pp tebal 1 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.02 |
OH |
236.200,00 |
4.724,00 |
123.1.1.1.1.6 |
Mandor |
0.03 |
OH |
206.800,00 |
6.204,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
123.1.1.1.1.23 |
Tukang |
0.2 |
OH |
177.500,00 |
35.500,00 |
|
|
|
|
Jumlah |
136.908,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
32.95 |
Kg |
2.600,00 |
85.670,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.091 |
M3 |
180.100,00 |
16.389,10 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
140 |
buah |
700,00 |
98.000,00 |
|
|
|
|
Jumlah |
200.059,10 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
336.967,11 |
| 2020 | 24.1.6.2 | Dinding Batu Merah 1 Pc : 3 Pp tebal 1 bata | M2 | 336.967,11 | Tidak Dipakai | |
1210 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.3 |
Dinding Batu Merah 1 Pc : 4 Pp tebal 1 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.02 |
OH |
236.200,00 |
4.724,00 |
123.1.1.1.1.6 |
Mandor |
0.03 |
OH |
206.800,00 |
6.204,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
123.1.1.1.1.23 |
Tukang |
0.2 |
OH |
177.500,00 |
35.500,00 |
|
|
|
|
Jumlah |
136.908,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
26.55 |
Kg |
2.600,00 |
69.030,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.093 |
M3 |
180.100,00 |
16.749,30 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
140 |
buah |
700,00 |
98.000,00 |
|
|
|
|
Jumlah |
183.779,30 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
320.687,30 |
| 2020 | 24.1.6.3 | Dinding Batu Merah 1 Pc : 4 Pp tebal 1 bata | M2 | 320.687,30 | Tidak Dipakai | |
1211 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.4 |
Dinding Batu Merah 1 Pc : 5 Pp tebal 1 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.02 |
OH |
236.200,00 |
4.724,00 |
123.1.1.1.1.6 |
Mandor |
0.03 |
OH |
206.800,00 |
6.204,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
123.1.1.1.1.23 |
Tukang |
0.2 |
OH |
177.500,00 |
35.500,00 |
|
|
|
|
Jumlah |
136.908,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
22.2 |
Kg |
2.600,00 |
57.720,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.102 |
M3 |
180.100,00 |
18.370,20 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
140 |
buah |
700,00 |
98.000,00 |
|
|
|
|
Jumlah |
174.090,20 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
310.998,21 |
| 2020 | 24.1.6.4 | Dinding Batu Merah 1 Pc : 5 Pp tebal 1 bata | M2 | 310.998,21 | Tidak Dipakai | |
1212 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.5 |
Dinding Batu Merah 1 Pc : 2 Pp tebal 1/2 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.01 |
OH |
236.200,00 |
2.362,00 |
123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
68.454,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
18.95 |
Kg |
2.600,00 |
49.270,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.038 |
M3 |
180.100,00 |
6.843,80 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
70 |
buah |
700,00 |
49.000,00 |
|
|
|
|
Jumlah |
105.113,80 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
173.567,80 |
| 2020 | 24.1.6.5 | Dinding Batu Merah 1 Pc : 2 Pp tebal 1/2 bata | M2 | 173.567,80 | Tidak Dipakai | |
1213 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.6 |
Dinding Batu Merah 1 Pc : 3 Pp tebal 1/2 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.01 |
OH |
236.200,00 |
2.362,00 |
123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
68.454,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
14.37 |
Kg |
2.600,00 |
37.362,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.04 |
M3 |
180.100,00 |
7.204,00 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
70 |
buah |
700,00 |
49.000,00 |
|
|
|
|
Jumlah |
93.566,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
162.020,00 |
| 2020 | 24.1.6.6 | Dinding Batu Merah 1 Pc : 3 Pp tebal 1/2 bata | M2 | 162.020,00 | Tidak Dipakai | |
1214 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.7 |
Dinding Batu Merah 1 Pc : 4 Pp tebal 1/2 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.01 |
OH |
236.200,00 |
2.362,00 |
123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
68.454,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
11.5 |
Kg |
2.600,00 |
29.900,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.043 |
M3 |
180.100,00 |
7.744,30 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
70 |
buah |
700,00 |
49.000,00 |
|
|
|
|
Jumlah |
86.644,30 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
155.098,30 |
| 2020 | 24.1.6.7 | Dinding Batu Merah 1 Pc : 4 Pp tebal 1/2 bata | M2 | 155.098,30 | Tidak Dipakai | |
1215 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.8 |
Dinding Batu Merah 1 Pc : 5 Pp tebal 1/2 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.01 |
OH |
236.200,00 |
2.362,00 |
123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
68.454,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
9.68 |
Kg |
2.600,00 |
25.168,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.045 |
M3 |
180.100,00 |
8.104,50 |
117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
70 |
buah |
700,00 |
49.000,00 |
|
|
|
|
Jumlah |
82.272,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
150.726,50 |
| 2020 | 24.1.6.8 | Dinding Batu Merah 1 Pc : 5 Pp tebal 1/2 bata | M2 | 150.726,50 | Tidak Dipakai | |
1216 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.9 |
Dinding Batako HB-20 campuran 1 SP : 3 PP |
|
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 |
0.018 |
OH |
206.800,00 |
3.722,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.35 |
OH |
150.800,00 |
52.780,00 |
123.1.1.1.1.23 |
Tukang |
0.15 |
OH |
177.500,00 |
26.625,00 |
|
|
|
|
Jumlah |
86.670,40 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
30.32 |
Kg |
2.600,00 |
78.832,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.728 |
M3 |
180.100,00 |
131.112,80 |
117.1.1.1.5.21 |
Batako HB 20 |
12.5 |
buah |
4.600,00 |
57.500,00 |
117.1.1.1.22.123 |
Besi Angkur |
0.28 |
Kg |
53.400,00 |
14.952,00 |
|
|
|
|
Jumlah |
282.396,80 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
369.067,20 |
| 2020 | 24.1.6.9 | Dinding Batako HB-20 campuran 1 SP : 3 PP | M2 | 369.067,20 | Tidak Dipakai | |
1217 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.10 |
Dinding Batako HB-20 campuran 1 SP : 4 PP |
|
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 |
0.018 |
OH |
206.800,00 |
3.722,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.35 |
OH |
150.800,00 |
52.780,00 |
123.1.1.1.1.23 |
Tukang |
0.15 |
OH |
177.500,00 |
26.625,00 |
|
|
|
|
Jumlah |
86.670,40 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
24.26 |
Kg |
2.600,00 |
63.076,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.772 |
M3 |
180.100,00 |
139.037,20 |
117.1.1.1.5.21 |
Batako HB 20 |
12.5 |
buah |
4.600,00 |
57.500,00 |
117.1.1.1.22.123 |
Besi Angkur |
0.28 |
Kg |
53.400,00 |
14.952,00 |
|
|
|
|
Jumlah |
274.565,20 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
361.235,60 |
| 2020 | 24.1.6.10 | Dinding Batako HB-20 campuran 1 SP : 4 PP | M2 | 361.235,60 | Tidak Dipakai | |
1218 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.11 |
Dinding Batako HB-15 campuran 1 SP : 3 Pp |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.012 |
OH |
236.200,00 |
2.834,40 |
123.1.1.1.1.6 |
Mandor |
0.016 |
OH |
206.800,00 |
3.308,80 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.32 |
OH |
150.800,00 |
48.256,00 |
123.1.1.1.1.23 |
Tukang |
0.12 |
OH |
177.500,00 |
21.300,00 |
|
|
|
|
Jumlah |
75.699,20 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
22.74 |
Kg |
2.600,00 |
59.124,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.55 |
M3 |
180.100,00 |
99.055,00 |
117.1.1.1.5.20 |
Batako HB 15 |
12.5 |
buah |
4.100,00 |
51.250,00 |
117.1.1.1.22.123 |
Besi Angkur |
0.28 |
Kg |
53.400,00 |
14.952,00 |
|
|
|
|
Jumlah |
224.381,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
300.080,20 |
| 2020 | 24.1.6.11 | Dinding Batako HB-15 campuran 1 SP : 3 Pp | M2 | 300.080,20 | Tidak Dipakai | |
1219 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.12 |
Dinding Batako HB-15 campuran 1 SP : 4 PP |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.012 |
OH |
236.200,00 |
2.834,40 |
123.1.1.1.1.6 |
Mandor |
0.016 |
OH |
206.800,00 |
3.308,80 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.32 |
OH |
150.800,00 |
48.256,00 |
123.1.1.1.1.23 |
Tukang |
0.12 |
OH |
177.500,00 |
21.300,00 |
|
|
|
|
Jumlah |
75.699,20 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
18.2 |
Kg |
2.600,00 |
47.320,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.582 |
M3 |
180.100,00 |
104.818,20 |
117.1.1.1.5.20 |
Batako HB 15 |
12.5 |
buah |
4.100,00 |
51.250,00 |
117.1.1.1.22.123 |
Besi Angkur |
0.28 |
Kg |
53.400,00 |
14.952,00 |
|
|
|
|
Jumlah |
218.340,21 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
294.039,40 |
| 2020 | 24.1.6.12 | Dinding Batako HB-15 campuran 1 SP : 4 PP | M2 | 294.039,40 | Tidak Dipakai | |
1220 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.6.13 |
Dinding terawang (rooster) 10x20 camp. 1SP : 4PP |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.01 |
OH |
236.200,00 |
2.362,00 |
123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
68.454,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
11 |
Kg |
2.600,00 |
28.600,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.035 |
M3 |
180.100,00 |
6.303,50 |
117.1.1.1.5.89 |
Batu Terawang |
30 |
buah |
8.100,00 |
243.000,00 |
|
|
|
|
Jumlah |
277.903,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
346.357,50 |
| 2020 | 24.1.6.13 | Dinding terawang (rooster) 10x20 camp. 1SP : 4PP | M3 | 346.357,50 | Tidak Dipakai | |