| 121 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.13.7 |
Pekerjaan Pembuatan Pagar Besi 1,5 m x 2,25 m |
|
panel |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.8 |
OH |
236.200,00 |
188.960,00 |
| 123.1.1.1.1.6 |
Mandor |
0.4 |
OH |
206.800,00 |
82.720,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
3.2 |
OH |
150.800,00 |
482.560,01 |
| 123.1.1.1.1.23 |
Tukang |
1.6 |
OH |
177.500,00 |
284.000,00 |
|
|
|
|
Jumlah |
1.038.240,02 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.6.18 |
Cat Meni Besi |
0.43 |
Kg |
50.700,00 |
21.801,00 |
| 117.1.1.1.16.12 |
Plat Besi/Baja 244 x 122, tebal 1,8 mm |
3.6 |
Lonjor |
628.500,00 |
2.262.599,94 |
|
|
|
|
Jumlah |
2.284.400,94 |
|
Sewa Peralatan: |
|
|
|
|
| 117.1.1.1.22.223 |
Pabrikasi/Elektroda Baja(20%) |
3.3375 |
M2 |
46.900,00 |
156.528,75 |
|
|
|
|
Jumlah |
156.528,75 |
|
|
|
|
Nilai HSPK |
3.479.169,71 |
| 2020 | 24.1.13.7 | Pekerjaan Pembuatan Pagar Besi 1,5 m x 2,25 m | panel | 3.479.169,71 | Tidak Dipakai | |
| 122 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.4 |
Beton mutu tinggi fc’=35 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0143 |
OH |
206.800,00 |
2.957,24 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.1147 |
OH |
150.800,00 |
17.296,76 |
| 123.1.1.1.1.23 |
Tukang |
0.2582 |
OH |
177.500,00 |
45.830,50 |
|
|
|
|
Jumlah |
66.084,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.52 |
Semen |
492.34 |
Kg |
1.900,00 |
935.445,99 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
| 117.1.1.1.4.2 |
Pasir Beton |
0.5024 |
M3 |
247.100,00 |
124.143,04 |
| 117.1.1.1.22.56 |
Kayu Perancah |
0.4 |
M3 |
3.952.700,00 |
1.581.080,02 |
| 117.1.1.1.22.230 |
Paku |
4.8 |
Kg |
25.700,00 |
123.360,00 |
|
|
|
|
Jumlah |
2.971.530,66 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.15 |
Concrete Pan Mixer |
0.1004 |
jam |
987.200,00 |
99.114,88 |
| 123.2.2.1.2.58 |
Truck Mixer |
0.2817 |
jam |
1.116.600,00 |
314.546,20 |
| 123.2.2.1.2.62 |
Water Tanker |
0.0382 |
jam |
525.600,00 |
20.077,92 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
435.139,00 |
|
|
|
|
Nilai HSPK |
3.472.754,16 |
| 2020 | 24.2.4.4 | Beton mutu tinggi fc’=35 Mpa | M3 | 3.472.754,16 | Tidak Dipakai | |
| 123 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.29 |
Menanam Bordir Tanaman Tanaman Hanjuang |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.02 |
OH |
206.800,00 |
4.136,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.4 |
OH |
150.800,00 |
60.320,00 |
|
|
|
|
Jumlah |
64.456,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.8.3.170 |
Hanjuang |
100 |
Polibeg |
33.400,00 |
3.340.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
3.346.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
3.412.526,00 |
| 2020 | 24.2.6.29 | Menanam Bordir Tanaman Tanaman Hanjuang | M2 | 3.412.526,00 | Tidak Dipakai | |
| 124 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.63 |
Menanam Bordir Tanaman Tanaman Taik Ayam |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.02 |
OH |
206.800,00 |
4.136,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.4 |
OH |
150.800,00 |
60.320,00 |
|
|
|
|
Jumlah |
64.456,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.8.3.337 |
Taik Ayam |
100 |
pick up |
33.400,00 |
3.340.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
3.346.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
3.412.526,00 |
| 2020 | 24.2.6.63 | Menanam Bordir Tanaman Tanaman Taik Ayam | M2 | 3.412.526,00 | Tidak Dipakai | |
| 125 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.5 |
Beton mutu sedang fc’=30 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0143 |
OH |
206.800,00 |
2.957,24 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.1147 |
OH |
150.800,00 |
17.296,76 |
| 123.1.1.1.1.23 |
Tukang |
0.2582 |
OH |
177.500,00 |
45.830,50 |
|
|
|
|
Jumlah |
66.084,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
| 117.1.1.1.4.2 |
Pasir Beton |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
| 117.1.1.1.22.56 |
Kayu Perancah |
0.4 |
M3 |
3.952.700,00 |
1.581.080,02 |
| 117.1.1.1.22.230 |
Paku |
3.2 |
Kg |
25.700,00 |
82.240,00 |
|
|
|
|
Jumlah |
2.890.346,57 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.40 |
Pan Mixer |
0.1004 |
jam |
987.200,00 |
99.114,88 |
| 123.2.2.1.2.58 |
Truck Mixer |
0.2817 |
jam |
1.116.600,00 |
314.546,20 |
| 123.2.2.1.2.62 |
Water Tanker |
0.0382 |
jam |
525.600,00 |
20.077,92 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
435.139,00 |
|
|
|
|
Nilai HSPK |
3.391.570,07 |
| 2020 | 24.2.4.5 | Beton mutu sedang fc’=30 Mpa | M3 | 3.391.570,07 | Tidak Dipakai | |
| 126 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.6 |
Beton mutu sedang fc’= 25 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0143 |
OH |
206.800,00 |
2.957,24 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.1147 |
OH |
150.800,00 |
17.296,76 |
| 123.1.1.1.1.23 |
Tukang |
0.2582 |
OH |
177.500,00 |
45.830,50 |
|
|
|
|
Jumlah |
66.084,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
| 117.1.1.1.4.2 |
Pasir Beton |
0.5097 |
M3 |
247.100,00 |
125.946,87 |
| 117.1.1.1.22.56 |
Kayu Perancah |
0.4 |
M3 |
3.952.700,00 |
1.581.080,02 |
| 117.1.1.1.22.230 |
Paku |
3.2 |
Kg |
25.700,00 |
82.240,00 |
|
|
|
|
Jumlah |
2.889.160,49 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.15 |
Concrete Pan Mixer |
0.1004 |
jam |
987.200,00 |
99.114,88 |
| 123.2.2.1.2.58 |
Truck Mixer |
0.2817 |
jam |
1.116.600,00 |
314.546,20 |
| 123.2.2.1.2.62 |
Water Tanker |
0.0382 |
jam |
525.600,00 |
20.077,92 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
435.139,00 |
|
|
|
|
Nilai HSPK |
3.390.383,99 |
| 2020 | 24.2.4.6 | Beton mutu sedang fc’= 25 Mpa | M3 | 3.390.383,99 | Tidak Dipakai | |
| 127 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.26 |
Pemasangan Ornamen Lampu PJU panjang 3m |
|
buah |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.125 |
OH |
206.800,00 |
25.850,00 |
| 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 |
151.830,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.16.12 |
Plat Besi/Baja 244 x 122, tebal 1,8 mm |
5 |
Lonjor |
628.500,00 |
3.142.500,00 |
|
|
|
|
Jumlah |
3.142.500,00 |
|
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 |
3.313.930,00 |
| 2020 | 24.2.2.26 | Pemasangan Ornamen Lampu PJU panjang 3m | buah | 3.313.930,00 | Tidak Dipakai | |
| 128 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.7 |
Beton mutu sedang fc’= 20 MPa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0143 |
OH |
206.800,00 |
2.957,24 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.1147 |
OH |
150.800,00 |
17.296,76 |
| 123.1.1.1.1.23 |
Tukang |
0.2582 |
OH |
177.500,00 |
45.830,50 |
|
|
|
|
Jumlah |
66.084,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.52 |
Semen |
422.3 |
Kg |
1.900,00 |
802.369,98 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
| 117.1.1.1.4.2 |
Pasir Beton |
0.5412 |
M3 |
247.100,00 |
133.730,52 |
| 117.1.1.1.22.56 |
Kayu Perancah |
0.4 |
M3 |
3.952.700,00 |
1.581.080,02 |
| 117.1.1.1.22.230 |
Paku |
3.2 |
Kg |
25.700,00 |
82.240,00 |
|
|
|
|
Jumlah |
2.806.922,12 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.15 |
Concrete Pan Mixer |
0.1004 |
jam |
987.200,00 |
99.114,88 |
| 123.2.2.1.2.58 |
Truck Mixer |
0.2817 |
jam |
1.116.600,00 |
314.546,20 |
| 123.2.2.1.2.62 |
Water Tanker |
0.0382 |
jam |
525.600,00 |
20.077,92 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
435.139,00 |
|
|
|
|
Nilai HSPK |
3.308.145,62 |
| 2020 | 24.2.4.7 | Beton mutu sedang fc’= 20 MPa | M3 | 3.308.145,62 | Tidak Dipakai | |
| 129 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.5.13 |
Tiang Bor Beton, diameter 800 mm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0002 |
OH |
206.800,00 |
41,36 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.0014 |
OH |
150.800,00 |
211,12 |
| 123.1.1.1.1.23 |
Tukang |
0.0007 |
OH |
177.500,00 |
124,25 |
|
|
|
|
Jumlah |
376,73 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.19 |
Beton Cor K 250 |
0.5027 |
M3 |
1.467.400,00 |
737.661,94 |
| 117.1.1.1.8.10 |
Baja Tulangan (Ulir) U32 |
75.405 |
Kg |
32.900,00 |
2.480.824,46 |
|
|
|
|
Jumlah |
3.218.486,40 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.7 |
Bore Pile |
0.0017 |
jam |
1.768.900,00 |
3.007,13 |
| 123.2.2.1.2.17 |
Concrete Pump |
0.0757 |
jam |
557.700,00 |
42.217,89 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
46.625,02 |
|
|
|
|
Nilai HSPK |
3.265.488,15 |
| 2020 | 24.2.5.13 | Tiang Bor Beton, diameter 800 mm | M1 | 3.265.488,15 | Tidak Dipakai | |
| 130 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.44 |
Pemasangan Kaca Gravier |
|
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 |
0.0075 |
OH |
206.800,00 |
1.551,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.015 |
OH |
150.800,00 |
2.262,00 |
| 123.1.1.1.1.23 |
Tukang |
0.15 |
OH |
177.500,00 |
26.625,00 |
|
|
|
|
Jumlah |
33.981,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.3.10 |
Kaca Gravier |
1.1 |
M2 |
2.933.100,00 |
3.226.410,07 |
|
|
|
|
Jumlah |
3.226.410,07 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.260.391,07 |
| 2020 | 24.1.10.44 | Pemasangan Kaca Gravier | M2 | 3.260.391,07 | Tidak Dipakai | |
| 131 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.7.16 |
Perkerasan Beton Semen dengan Anyaman Tulangan Tunggal |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
| 123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.1.13 |
Joint Sealent |
0.99 |
Kg |
36.500,00 |
36.135,00 |
| 117.1.1.1.2.36 |
Curing Compound |
0.6525 |
liter |
41.100,00 |
26.817,75 |
| 117.1.1.1.2.52 |
Semen |
410 |
Kg |
1.900,00 |
779.000,00 |
| 117.1.1.1.2.61 |
Additive Beton |
0.8568 |
Ltr |
41.100,00 |
35.214,48 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.7885 |
M3 |
278.900,00 |
219.912,65 |
| 117.1.1.1.4.1 |
Pasir |
0.6237 |
M3 |
247.100,00 |
154.116,28 |
| 117.1.1.1.6.3 |
Cat Anti Karet |
0.02 |
Kg |
38.200,00 |
764,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
45 |
Kg |
16.900,00 |
760.500,00 |
| 117.1.1.1.22.230 |
Paku |
0.35 |
Kg |
25.700,00 |
8.995,00 |
| 117.2.2.6.1.94 |
Expansion Cap |
0.17 |
M2 |
6.600,00 |
1.122,00 |
| 132.3.2.13.1.36 |
Formwork Plate |
1 |
M2 |
800.400,00 |
800.400,00 |
|
|
|
|
Jumlah |
2.822.977,16 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
| 123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
| 123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
| 123.2.2.1.2.58 |
Truck Mixer |
0.2132 |
jam |
1.116.600,00 |
238.059,12 |
| 123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
| 123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
341.536,24 |
|
|
|
|
Nilai HSPK |
3.217.061,24 |
| 2020 | 24.2.7.16 | Perkerasan Beton Semen dengan Anyaman Tulangan Tunggal | M3 | 3.217.061,24 | Tidak Dipakai | |
| 132 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.9.38 |
Pemasangan Talang Cerobong Seng BJLS 40 / 12 cm |
|
M1 |
|
|
|
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 |
0.25 |
OH |
206.800,00 |
51.700,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.15 |
OH |
150.800,00 |
22.620,00 |
| 123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
124.600,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.7.1 |
Seng Datar BJLS 40 0,2 60/m |
0.4144 |
lembar |
133.400,00 |
55.280,96 |
| 117.1.1.1.22.237 |
Paku Asbes skrup 4 inchi |
22.5 |
buah |
133.400,00 |
3.001.500,00 |
|
|
|
|
Jumlah |
3.056.780,96 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.181.380,96 |
| 2020 | 24.1.9.38 | Pemasangan Talang Cerobong Seng BJLS 40 / 12 cm | M1 | 3.181.380,96 | Tidak Dipakai | |
| 133 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.109 |
Pemasangan Kusen Aluminium Jendela Tipe 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.0558 |
OH |
236.200,00 |
13.179,96 |
| 123.1.1.1.1.6 |
Mandor |
0.0093 |
OH |
206.800,00 |
1.923,24 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.232 |
OH |
150.800,00 |
336.585,62 |
| 123.1.1.1.1.23 |
Tukang |
1.116 |
OH |
177.500,00 |
198.090,01 |
|
|
|
|
Jumlah |
549.778,83 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.12.1.22 |
Kusen Aluminium Jendela Tipe 1 |
1 |
unit |
2.614.000,00 |
2.614.000,00 |
|
|
|
|
Jumlah |
2.614.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.163.778,83 |
| 2020 | 24.1.10.109 | Pemasangan Kusen Aluminium Jendela Tipe 1 | unit | 3.163.778,83 | Tidak Dipakai | |
| 134 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.83 |
Pemasangan Kusen Metal Pintu&Jendela |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.0624 |
OH |
236.200,00 |
14.738,88 |
| 123.1.1.1.1.6 |
Mandor |
0.0104 |
OH |
206.800,00 |
2.150,72 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.496 |
OH |
150.800,00 |
376.396,81 |
| 123.1.1.1.1.23 |
Tukang |
1.248 |
OH |
177.500,00 |
221.520,00 |
|
|
|
|
Jumlah |
614.806,41 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.382 |
Kusen Metal Pintu & Jendela |
1 |
unit |
2.513.300,00 |
2.513.300,00 |
|
|
|
|
Jumlah |
2.513.300,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.128.106,41 |
| 2020 | 24.1.10.83 | Pemasangan Kusen Metal Pintu&Jendela | unit | 3.128.106,41 | Tidak Dipakai | |
| 135 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.48 |
Pemasangan Kusen Metal Type J 2 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.084 |
OH |
236.200,00 |
19.840,80 |
| 123.1.1.1.1.6 |
Mandor |
0.014 |
OH |
206.800,00 |
2.895,20 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
3.36 |
OH |
150.800,00 |
506.687,98 |
| 123.1.1.1.1.23 |
Tukang |
1.68 |
OH |
177.500,00 |
298.199,99 |
|
|
|
|
Jumlah |
827.623,97 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.383 |
Kusen Metal Tipe J 2 K |
1 |
unit |
2.281.200,00 |
2.281.200,00 |
|
|
|
|
Jumlah |
2.281.200,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.108.823,97 |
| 2020 | 24.1.10.48 | Pemasangan Kusen Metal Type J 2 | unit | 3.108.823,97 | Tidak Dipakai | |
| 136 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.5.1.15 |
pemasangan 1 m2 lantai keramik 20X20 cm |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.035 |
Orang Hari |
28.000,00 |
980,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.035 |
Orang Hari |
32.000,00 |
1.120,00 |
| 23.2.4.1.3.1 |
Tukang |
0.35 |
Orang Hari |
24.000,00 |
8.400,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
0.7 |
Orang Hari |
110.000,00 |
77.000,00 |
|
|
|
|
Jumlah |
87.500,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.2.1 |
Semen PC |
10.4 |
Zak |
69.100,00 |
718.639,97 |
| 20.1.1.2.3.1 |
Semen Berwarna |
1.62 |
Kg |
12.500,00 |
20.250,00 |
| 20.1.1.4.3.1 |
Pasir Pasang |
0.045 |
M3 |
225.100,00 |
10.129,50 |
| 20.1.1.22.2.2 |
Keramik Lantai Bermotif |
26.5 |
M2 |
84.800,00 |
2.247.200,00 |
|
|
|
|
Jumlah |
2.996.219,47 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.083.719,47 |
| 2019 | 24.5.1.15 | pemasangan 1 m2 lantai keramik 20X20 cm | M2 | 3.083.719,47 | Tidak Dipakai | |
| 137 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.13.6 |
Pekerjaan Pembuatan Pagar Besi 1.2 m x 2,25 m |
|
panel |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.8 |
OH |
236.200,00 |
188.960,00 |
| 123.1.1.1.1.6 |
Mandor |
0.4 |
OH |
206.800,00 |
82.720,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
3.2 |
OH |
150.800,00 |
482.560,01 |
| 123.1.1.1.1.23 |
Tukang |
1.6 |
OH |
177.500,00 |
284.000,00 |
|
|
|
|
Jumlah |
1.038.240,02 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.6.18 |
Cat Meni Besi |
0.34 |
Kg |
50.700,00 |
17.238,00 |
| 117.1.1.1.16.12 |
Plat Besi/Baja 244 x 122, tebal 1,8 mm |
3 |
Lonjor |
628.500,00 |
1.885.500,00 |
|
|
|
|
Jumlah |
1.902.738,00 |
|
Sewa Peralatan: |
|
|
|
|
| 117.1.1.1.22.223 |
Pabrikasi/Elektroda Baja(20%) |
2.67 |
M2 |
46.900,00 |
125.223,00 |
|
|
|
|
Jumlah |
125.223,00 |
|
|
|
|
Nilai HSPK |
3.066.201,02 |
| 2020 | 24.1.13.6 | Pekerjaan Pembuatan Pagar Besi 1.2 m x 2,25 m | panel | 3.066.201,02 | Tidak Dipakai | |
| 138 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.5.1.27 |
pemasangan 1 m2 dinding keramik 20x20 cm |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.045 |
Orang Hari |
28.000,00 |
1.260,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.045 |
Orang Hari |
32.000,00 |
1.440,00 |
| 23.2.4.1.3.1 |
Tukang |
0.45 |
Orang Hari |
24.000,00 |
10.800,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
0.9 |
Orang Hari |
110.000,00 |
99.000,00 |
|
|
|
|
Jumlah |
112.500,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.2.1 |
Semen PC |
9.3 |
Zak |
69.100,00 |
642.630,01 |
| 20.1.1.2.3.1 |
Semen Berwarna |
1.94 |
Kg |
12.500,00 |
24.250,00 |
| 20.1.1.4.3.1 |
Pasir Pasang |
0.018 |
M3 |
225.100,00 |
4.051,80 |
| 20.1.1.22.2.2 |
Keramik Lantai Bermotif |
26.5 |
M2 |
84.800,00 |
2.247.200,00 |
|
|
|
|
Jumlah |
2.918.131,81 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.030.631,81 |
| 2019 | 24.5.1.27 | pemasangan 1 m2 dinding keramik 20x20 cm | M2 | 3.030.631,81 | Tidak Dipakai | |
| 139 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.63 |
Pemasangan Kusen Metal Type V 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.063 |
OH |
236.200,00 |
14.880,60 |
| 123.1.1.1.1.6 |
Mandor |
0.0105 |
OH |
206.800,00 |
2.171,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.52 |
OH |
150.800,00 |
380.016,00 |
| 123.1.1.1.1.23 |
Tukang |
1.26 |
OH |
177.500,00 |
223.650,00 |
|
|
|
|
Jumlah |
620.718,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.400 |
Kusen Metal type V 1 |
1 |
unit |
2.401.200,00 |
2.401.200,00 |
|
|
|
|
Jumlah |
2.401.200,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.021.918,00 |
| 2020 | 24.1.10.63 | Pemasangan Kusen Metal Type V 1 | unit | 3.021.918,00 | Tidak Dipakai | |
| 140 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.9 |
Beton mutu rendah fc’= 15 MPa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0978 |
OH |
206.800,00 |
20.225,04 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.1957 |
OH |
150.800,00 |
29.511,56 |
| 123.1.1.1.1.23 |
Tukang |
0.3914 |
OH |
177.500,00 |
69.473,50 |
|
|
|
|
Jumlah |
119.210,10 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.52 |
Semen |
327.54 |
Kg |
1.900,00 |
622.326,02 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.9053 |
M3 |
278.900,00 |
252.488,18 |
| 117.1.1.1.4.2 |
Pasir Beton |
0.5024 |
M3 |
247.100,00 |
124.143,04 |
| 117.1.1.1.22.56 |
Kayu Perancah |
0.4 |
M3 |
3.952.700,00 |
1.581.080,02 |
| 117.1.1.1.22.230 |
Paku |
3.2 |
Kg |
25.700,00 |
82.240,00 |
|
|
|
|
Jumlah |
2.662.277,25 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.14 |
Concrete Mixer |
0.6849 |
jam |
228.200,00 |
156.294,18 |
| 123.2.2.1.2.62 |
Water Tanker |
0.0382 |
jam |
525.600,00 |
20.077,92 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
177.772,10 |
|
|
|
|
Nilai HSPK |
2.959.259,45 |
| 2020 | 24.2.4.9 | Beton mutu rendah fc’= 15 MPa | M3 | 2.959.259,45 | Tidak Dipakai | |
