181 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.10.92 |
Pemasangan Kusen Aluminium Type P 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.0492 |
OH |
236.200,00 |
11.621,04 |
123.1.1.1.1.6 |
Mandor |
0.0082 |
OH |
206.800,00 |
1.695,76 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.968 |
OH |
150.800,00 |
296.774,41 |
123.1.1.1.1.23 |
Tukang |
0.984 |
OH |
177.500,00 |
174.660,00 |
|
|
|
|
Jumlah |
484.751,21 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.353 |
Kusen Aluminium Tipe P 1 |
1 |
unit |
1.738.300,00 |
1.738.300,00 |
|
|
|
|
Jumlah |
1.738.300,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.223.051,21 |
| 2020 | 24.1.10.92 | Pemasangan Kusen Aluminium Type P 1 | unit | 2.223.051,21 | Tidak Dipakai | |
182 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.33 |
Beton mutu f'c 24,0 Mpa (K-275), slump (12±2) cm. w/c=0,53, Ready Mix dan Pompa Beton |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.025 |
OH |
236.200,00 |
5.905,00 |
123.1.1.1.1.6 |
Mandor |
0.1 |
OH |
206.800,00 |
20.680,00 |
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 |
221.760,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.20 |
Beton Cor K 275 |
1.02 |
M3 |
1.500.800,00 |
1.530.815,97 |
|
|
|
|
Jumlah |
1.530.815,97 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.17 |
Concrete Pump |
0.84 |
jam |
557.700,00 |
468.467,99 |
|
|
|
|
Jumlah |
468.467,99 |
|
|
|
|
Nilai HSPK |
2.221.043,96 |
| 2020 | 24.1.4.33 | Beton mutu f'c 24,0 Mpa (K-275), slump (12±2) cm. w/c=0,53, Ready Mix dan Pompa Beton | M3 | 2.221.043,96 | Tidak Dipakai | |
183 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.10.34 |
Pemasangan Karpet Wool |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.017 |
OH |
236.200,00 |
4.015,40 |
123.1.1.1.1.6 |
Mandor |
0.009 |
OH |
206.800,00 |
1.861,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.17 |
OH |
150.800,00 |
25.636,00 |
123.1.1.1.1.23 |
Tukang |
0.17 |
OH |
177.500,00 |
30.175,00 |
|
|
|
|
Jumlah |
61.687,60 |
|
Bahan/Material: |
|
|
|
|
117.1.1.12.1.63 |
Karpet Wold Cels |
2.1 |
M2 |
1.026.600,00 |
2.155.859,90 |
|
|
|
|
Jumlah |
2.155.859,90 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.217.547,50 |
| 2020 | 24.1.10.34 | Pemasangan Karpet Wool | M2 | 2.217.547,50 | Tidak Dipakai | |
184 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.43 |
Beton mutu f'c 31,2 Mpa (K-350), slump (12±2) cm. w/c=0,48, dengan Molen |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.024 |
OH |
236.200,00 |
5.668,80 |
123.1.1.1.1.6 |
Mandor |
0.168 |
OH |
206.800,00 |
34.742,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.68 |
OH |
150.800,00 |
253.343,99 |
123.1.1.1.1.23 |
Tukang |
0.24 |
OH |
177.500,00 |
42.600,00 |
|
|
|
|
Jumlah |
336.355,19 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
448 |
Kg |
2.600,00 |
1.164.800,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.4764 |
M3 |
180.100,00 |
85.799,64 |
117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.7407 |
M3 |
280.200,00 |
207.544,14 |
132.3.2.13.1.96 |
Air Kerja |
215 |
liter |
36,00 |
7.740,00 |
|
|
|
|
Jumlah |
1.465.883,78 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.14 |
Concrete Mixer |
1.75 |
jam |
228.200,00 |
399.350,00 |
|
|
|
|
Jumlah |
399.350,00 |
|
|
|
|
Nilai HSPK |
2.201.588,97 |
| 2020 | 24.1.4.43 | Beton mutu f'c 31,2 Mpa (K-350), slump (12±2) cm. w/c=0,48, dengan Molen | M3 | 2.201.588,97 | Tidak Dipakai | |
185 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.17 |
Beton mutu f'c 14,5 Mpa (K-175), slump (12±2) cm. w/c=0,66, Ready Mix dan Pompa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.028 |
OH |
236.200,00 |
6.613,60 |
123.1.1.1.1.6 |
Mandor |
0.083 |
OH |
206.800,00 |
17.164,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.65 |
OH |
150.800,00 |
248.820,00 |
123.1.1.1.1.23 |
Tukang |
0.275 |
OH |
177.500,00 |
48.812,50 |
|
|
|
|
Jumlah |
321.410,50 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.16 |
Beton Cor K 175 |
1.02 |
M3 |
1.374.100,00 |
1.401.581,97 |
|
|
|
|
Jumlah |
1.401.581,97 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.17 |
Concrete Pump |
0.84 |
jam |
557.700,00 |
468.467,99 |
|
|
|
|
Jumlah |
468.467,99 |
|
|
|
|
Nilai HSPK |
2.191.460,46 |
| 2020 | 24.1.4.17 | Beton mutu f'c 14,5 Mpa (K-175), slump (12±2) cm. w/c=0,66, Ready Mix dan Pompa | M3 | 2.191.460,46 | Tidak Dipakai | |
186 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.4.25 |
Beton Diafragma fc’ 30 MPa termasuk pekerjaan penegangan setelah pengecoran (post tension) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.1287 |
OH |
206.800,00 |
26.615,16 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.287 |
OH |
150.800,00 |
194.079,59 |
123.1.1.1.1.23 |
Tukang |
0.1287 |
OH |
177.500,00 |
22.844,25 |
|
|
|
|
Jumlah |
243.539,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.51 |
Pracetak K 350 |
0.158 |
M3 |
3.514.200,00 |
555.243,63 |
117.1.1.1.14.32 |
Besi Beton Polos |
31.6 |
Kg |
16.900,00 |
534.040,01 |
|
|
|
|
Jumlah |
1.089.283,63 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.23 |
Crane 80 Ton |
0.9009 |
jam |
951.200,00 |
856.936,09 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
858.336,09 |
|
|
|
|
Nilai HSPK |
2.191.158,72 |
| 2020 | 24.2.4.25 | Beton Diafragma fc’ 30 MPa termasuk pekerjaan penegangan setelah pengecoran (post tension) | M3 | 2.191.158,72 | Tidak Dipakai | |
187 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.29 |
Beton mutu f'c 21,7 Mpa (K-250), slump (12±2) cm. w/c=0,56, Ready Mix dan Pompa Beton |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.025 |
OH |
236.200,00 |
5.905,00 |
123.1.1.1.1.6 |
Mandor |
0.1 |
OH |
206.800,00 |
20.680,00 |
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 |
221.760,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.19 |
Beton Cor K 250 |
1.02 |
M3 |
1.467.400,00 |
1.496.747,97 |
123.2.2.1.2.17 |
Concrete Pump |
0.84 |
jam |
557.700,00 |
468.467,99 |
|
|
|
|
Jumlah |
1.965.215,96 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.186.975,96 |
| 2020 | 24.1.4.29 | Beton mutu f'c 21,7 Mpa (K-250), slump (12±2) cm. w/c=0,56, Ready Mix dan Pompa Beton | M3 | 2.186.975,96 | Tidak Dipakai | |
188 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.6 |
Gorong-gorong Pipa Beton Bertulang, diameter dalam 75 - 85 cm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.1 |
OH |
206.800,00 |
20.680,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.8 |
OH |
150.800,00 |
120.640,00 |
123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
159.070,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.2897 |
M3 |
1.534.100,00 |
444.428,77 |
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
1.9114 |
M3 |
333.500,00 |
637.451,89 |
117.1.1.1.14.32 |
Besi Beton Polos |
31.867 |
Kg |
16.900,00 |
538.552,31 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.3103 |
M3 |
491.200,00 |
152.419,36 |
|
|
|
|
Jumlah |
1.772.852,33 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.1004 |
jam |
844.500,00 |
84.787,80 |
123.2.2.1.2.48 |
Tamper |
2.4004 |
jam |
68.100,00 |
163.467,23 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
249.655,04 |
|
|
|
|
Nilai HSPK |
2.181.577,36 |
| 2020 | 24.2.3.6 | Gorong-gorong Pipa Beton Bertulang, diameter dalam 75 - 85 cm | M1 | 2.181.577,36 | Tidak Dipakai | |
189 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.39 |
Beton mutu f'c 28,8 Mpa (K-325), slump (12±2) cm. w/c=0,49 dengan Molen |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.024 |
OH |
236.200,00 |
5.668,80 |
123.1.1.1.1.6 |
Mandor |
0.168 |
OH |
206.800,00 |
34.742,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.68 |
OH |
150.800,00 |
253.343,99 |
123.1.1.1.1.23 |
Tukang |
0.24 |
OH |
177.500,00 |
42.600,00 |
|
|
|
|
Jumlah |
336.355,19 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
439 |
Kg |
2.600,00 |
1.141.400,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.4786 |
M3 |
180.100,00 |
86.195,86 |
117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.7452 |
M3 |
280.200,00 |
208.805,03 |
132.3.2.13.1.96 |
Air Kerja |
215 |
liter |
36,00 |
7.740,00 |
|
|
|
|
Jumlah |
1.444.140,89 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.14 |
Concrete Mixer |
1.75 |
jam |
228.200,00 |
399.350,00 |
|
|
|
|
Jumlah |
399.350,00 |
|
|
|
|
Nilai HSPK |
2.179.846,08 |
| 2020 | 24.1.4.39 | Beton mutu f'c 28,8 Mpa (K-325), slump (12±2) cm. w/c=0,49 dengan Molen | M3 | 2.179.846,08 | Tidak Dipakai | |
190 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.41 |
Semen untuk Lapis Pondasi Semen Tanah |
|
ton |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0231 |
OH |
206.800,00 |
4.777,08 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3472 |
OH |
150.800,00 |
52.357,76 |
|
|
|
|
Jumlah |
57.134,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.52 |
Semen |
1050 |
Kg |
1.900,00 |
1.995.000,00 |
|
|
|
|
Jumlah |
1.995.000,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.2457 |
jam |
513.600,00 |
126.191,52 |
|
|
|
|
Jumlah |
126.191,52 |
|
|
|
|
Nilai HSPK |
2.178.326,36 |
| 2020 | 24.2.3.41 | Semen untuk Lapis Pondasi Semen Tanah | ton | 2.178.326,36 | Tidak Dipakai | |
191 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.31 |
Pembongkaran Jembatan Kayu |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0416 |
OH |
206.800,00 |
8.602,88 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3332 |
OH |
150.800,00 |
50.246,56 |
|
|
|
|
Jumlah |
58.849,44 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.10 |
Chain Saw |
0.5 |
jam |
100.100,00 |
50.050,00 |
123.2.2.1.2.23 |
Crane 80 Ton |
2.008 |
jam |
951.200,00 |
1.910.009,50 |
123.2.2.1.2.24 |
Dump Truck |
0.2915 |
jam |
513.600,00 |
149.714,40 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
2.111.173,90 |
|
|
|
|
Nilai HSPK |
2.170.023,34 |
| 2020 | 24.2.5.31 | Pembongkaran Jembatan Kayu | M2 | 2.170.023,34 | Tidak Dipakai | |
192 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.3.27 |
Pemancangan Batu Acak atau Batu Alam |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
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 |
25.722,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.5.80 |
Batu Alam Candi Rata Mesin |
10.67 |
M2 |
200.100,00 |
2.135.067,02 |
|
|
|
|
Jumlah |
2.135.067,02 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.160.789,02 |
| 2020 | 24.1.3.27 | Pemancangan Batu Acak atau Batu Alam | M2 | 2.160.789,02 | Tidak Dipakai | |
193 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.25 |
Beton mutu f'c 19,3 Mpa (K-225), slump (12±2) cm. w/c=0,58, Ready Mix dan Pompa Beton |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.025 |
OH |
236.200,00 |
5.905,00 |
123.1.1.1.1.6 |
Mandor |
0.1 |
OH |
206.800,00 |
20.680,00 |
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 |
221.760,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.18 |
Beton Cor K 225 |
1.02 |
M3 |
1.440.800,00 |
1.469.615,97 |
|
|
|
|
Jumlah |
1.469.615,97 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.17 |
Concrete Pump |
0.84 |
jam |
557.700,00 |
468.467,99 |
|
|
|
|
Jumlah |
468.467,99 |
|
|
|
|
Nilai HSPK |
2.159.843,96 |
| 2020 | 24.1.4.25 | Beton mutu f'c 19,3 Mpa (K-225), slump (12±2) cm. w/c=0,58, Ready Mix dan Pompa Beton | M3 | 2.159.843,96 | Tidak Dipakai | |
194 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.9 |
Beton mutu f'c 9,8 Mpa (K-125), slump (12±2) cm. w/c=0,78, Ready Mix dan Pompa Beton |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.028 |
OH |
236.200,00 |
6.613,60 |
123.1.1.1.1.6 |
Mandor |
0.083 |
OH |
206.800,00 |
17.164,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.65 |
OH |
150.800,00 |
248.820,00 |
123.1.1.1.1.23 |
Tukang |
0.275 |
OH |
177.500,00 |
48.812,50 |
|
|
|
|
Jumlah |
321.410,50 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.14 |
Beton Cor K 125 |
1.02 |
M3 |
1.340.700,00 |
1.367.513,97 |
|
|
|
|
Jumlah |
1.367.513,97 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.17 |
Concrete Pump |
0.84 |
jam |
557.700,00 |
468.467,99 |
|
|
|
|
Jumlah |
468.467,99 |
|
|
|
|
Nilai HSPK |
2.157.392,46 |
| 2020 | 24.1.4.9 | Beton mutu f'c 9,8 Mpa (K-125), slump (12±2) cm. w/c=0,78, Ready Mix dan Pompa Beton | M3 | 2.157.392,46 | Tidak Dipakai | |
195 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.10.51 |
Pemasangan Kusen Metal Type J 3 K |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.042 |
OH |
236.200,00 |
9.920,40 |
123.1.1.1.1.6 |
Mandor |
0.007 |
OH |
206.800,00 |
1.447,60 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.68 |
OH |
150.800,00 |
253.343,99 |
123.1.1.1.1.23 |
Tukang |
0.84 |
OH |
177.500,00 |
149.100,00 |
|
|
|
|
Jumlah |
413.811,99 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.388 |
Kusen Metal Type J 3 K |
1 |
unit |
1.734.200,00 |
1.734.200,00 |
|
|
|
|
Jumlah |
1.734.200,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.148.011,99 |
| 2020 | 24.1.10.51 | Pemasangan Kusen Metal Type J 3 K | unit | 2.148.011,99 | Tidak Dipakai | |
196 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.5 |
Beton mutu f'c 7,4 Mpa (K-100), slump (12±2) cm. w/c=0,87, Ready Mix dan Pompa Beton |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.028 |
OH |
236.200,00 |
6.613,60 |
123.1.1.1.1.6 |
Mandor |
0.083 |
OH |
206.800,00 |
17.164,40 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.65 |
OH |
150.800,00 |
248.820,00 |
123.1.1.1.1.23 |
Tukang |
0.275 |
OH |
177.500,00 |
48.812,50 |
|
|
|
|
Jumlah |
321.410,50 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.13 |
Beton Cor K 100 |
1.02 |
M3 |
1.327.400,00 |
1.353.947,97 |
|
|
|
|
Jumlah |
1.353.947,97 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.17 |
Concrete Pump |
0.84 |
jam |
557.700,00 |
468.467,99 |
|
|
|
|
Jumlah |
468.467,99 |
|
|
|
|
Nilai HSPK |
2.143.826,46 |
| 2020 | 24.1.4.5 | Beton mutu f'c 7,4 Mpa (K-100), slump (12±2) cm. w/c=0,87, Ready Mix dan Pompa Beton | M3 | 2.143.826,46 | Tidak Dipakai | |
197 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.10.103 |
Pemasangan Kusen Aluminium Type V 2 |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.0474 |
OH |
236.200,00 |
11.195,88 |
123.1.1.1.1.6 |
Mandor |
0.0079 |
OH |
206.800,00 |
1.633,72 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.896 |
OH |
150.800,00 |
285.916,80 |
123.1.1.1.1.23 |
Tukang |
0.948 |
OH |
177.500,00 |
168.270,00 |
|
|
|
|
Jumlah |
467.016,41 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.364 |
Kusen Aluminium Tipe V 2 |
1 |
unit |
1.666.200,00 |
1.666.200,00 |
|
|
|
|
Jumlah |
1.666.200,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.133.216,41 |
| 2020 | 24.1.10.103 | Pemasangan Kusen Aluminium Type V 2 | unit | 2.133.216,41 | Tidak Dipakai | |
198 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.1.6 |
Pembuatan Bedeng Pekerja |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.2 |
OH |
236.200,00 |
47.240,00 |
123.1.1.1.1.6 |
Mandor |
0.05 |
OH |
206.800,00 |
10.340,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1 |
OH |
150.800,00 |
150.800,00 |
123.1.1.1.1.28 |
Tukang Kayu |
2 |
OH |
177.500,00 |
355.000,00 |
|
|
|
|
Jumlah |
563.380,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.54 |
Semen PC / Kg |
18 |
Kg |
2.600,00 |
46.800,00 |
117.1.1.1.4.4 |
Pasir Pasang |
0.03 |
M3 |
180.100,00 |
5.403,00 |
117.1.1.1.5.88 |
Batu Koral |
0.05 |
M3 |
400.200,00 |
20.010,00 |
117.1.1.1.7.11 |
Seng Gelombang BJLS 020 |
1.5 |
lembar |
96.100,00 |
144.150,00 |
117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
1.25 |
batang |
26.700,00 |
33.375,00 |
117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.186 |
M3 |
6.403.200,00 |
1.190.995,23 |
117.1.1.1.22.93 |
Polywood # 4 ukuran 120 x 240 cm |
1.35 |
lembar |
80.100,00 |
108.135,00 |
117.1.1.1.22.233 |
Paku 2-5 inchi |
0.3 |
Kg |
34.700,00 |
10.410,00 |
|
|
|
|
Jumlah |
1.559.278,23 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.122.658,23 |
| 2020 | 24.1.1.6 | Pembuatan Bedeng Pekerja | M2 | 2.122.658,23 | Tidak Dipakai | |
199 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.3.1.114 |
campuran aspal dingin untuk pelapisan I |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
20.1.1.1.6.1 |
Aspal Panas |
153.3 |
Kg |
13.500,00 |
2.069.550,04 |
|
|
|
|
Jumlah |
2.069.550,04 |
|
Sewa Peralatan: |
|
|
|
|
23.2.5.9.4.3 |
Sewa Dump Truk |
0.3058 |
jam |
69.200,00 |
21.161,36 |
23.2.5.11.8.1 |
Sewa Vibrator Roller |
0.0241 |
jam |
143.700,00 |
3.463,17 |
23.2.5.11.9.1 |
Sewa Concrete Mixer |
0.0803 |
jam |
69.200,00 |
5.556,76 |
23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
51.481,29 |
|
|
|
|
Nilai HSPK |
2.121.031,33 |
| 2019 | 24.3.1.114 | campuran aspal dingin untuk pelapisan I | M3 | 2.121.031,33 | Tidak Dipakai | |
200 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.21 |
Beton mutu f'c 16,9 Mpa (K-200), slump (12±2) cm. w/c=0,61, Ready Mix dan Pompa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.025 |
OH |
236.200,00 |
5.905,00 |
123.1.1.1.1.6 |
Mandor |
0.1 |
OH |
206.800,00 |
20.680,00 |
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 |
221.760,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.17 |
Beton Cor K 200 |
1.02 |
M3 |
1.400.700,00 |
1.428.713,97 |
|
|
|
|
Jumlah |
1.428.713,97 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.17 |
Concrete Pump |
0.84 |
jam |
557.700,00 |
468.467,99 |
|
|
|
|
Jumlah |
468.467,99 |
|
|
|
|
Nilai HSPK |
2.118.941,96 |
| 2020 | 24.1.4.21 | Beton mutu f'c 16,9 Mpa (K-200), slump (12±2) cm. w/c=0,61, Ready Mix dan Pompa | M3 | 2.118.941,96 | Tidak Dipakai | |