| 101 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.103 |
Lapis ATB |
|
ton |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0613 |
OH |
206.800,00 |
12.676,84 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.4293 |
OH |
150.800,00 |
64.738,44 |
|
|
|
|
Jumlah |
77.415,28 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.1.17 |
Aspal |
157 |
Kg |
17.900,00 |
2.810.300,00 |
| 117.1.1.1.4.3 |
Pasir Kasar |
0.7028 |
M3 |
247.100,00 |
173.661,87 |
| 117.1.1.1.4.23 |
Pasir Halus 1 |
0.5341 |
M3 |
258.200,00 |
137.904,62 |
|
|
|
|
Jumlah |
3.121.866,49 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.1 |
AMP |
0.0613 |
jam |
9.100.600,00 |
557.866,76 |
| 123.2.2.1.2.3 |
Asphalt Finisher |
0.0767 |
jam |
1.315.400,00 |
100.891,18 |
| 123.2.2.1.2.24 |
Dump Truck |
0.5429 |
jam |
513.600,00 |
278.833,45 |
| 123.2.2.1.2.44 |
Pneumatic Tyre Roller |
0.0356 |
jam |
653.700,00 |
23.271,72 |
| 123.2.2.1.2.49 |
Tandem Roller |
0.0476 |
jam |
699.100,00 |
33.277,16 |
| 123.2.2.1.2.64 |
Wheel Loader |
0.0421 |
jam |
844.500,00 |
35.553,45 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.031.093,73 |
|
|
|
|
Nilai HSPK |
4.230.375,51 |
| 2020 | 24.2.3.103 | Lapis ATB | ton | 4.230.375,51 | Tidak Dipakai | |
| 102 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.1.5 |
Pembuatan kantor sementara lantai plesteran |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.3 |
OH |
236.200,00 |
70.860,00 |
| 123.1.1.1.1.6 |
Mandor |
0.005 |
OH |
206.800,00 |
1.034,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2 |
OH |
150.800,00 |
301.600,00 |
| 123.1.1.1.1.23 |
Tukang |
2 |
OH |
177.500,00 |
355.000,00 |
|
|
|
|
Jumlah |
728.494,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.54 |
Semen PC / Kg |
35 |
Kg |
2.600,00 |
91.000,00 |
| 117.1.1.1.3.11 |
Kaca Jendela Nako + Rangka |
0.2 |
lembar |
46.700,00 |
9.340,00 |
| 117.1.1.1.3.17 |
Kaca Ryben 5 mm |
0.08 |
M2 |
205.500,00 |
16.440,00 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.25 |
M3 |
180.100,00 |
45.025,00 |
| 117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
30 |
buah |
700,00 |
21.000,00 |
| 117.1.1.1.5.88 |
Batu Koral |
0.15 |
M3 |
400.200,00 |
60.030,00 |
| 117.1.1.1.7.3 |
Seng Plat BJLS 20 |
0.25 |
lembar |
181.500,00 |
45.375,00 |
| 117.1.1.1.7.11 |
Seng Gelombang BJLS 020 |
1.2 |
lembar |
96.100,00 |
115.320,00 |
| 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 |
0.18 |
M3 |
6.403.200,00 |
1.152.576,05 |
| 117.1.1.1.22.93 |
Polywood # 4 ukuran 120 x 240 cm |
0.06 |
lembar |
80.100,00 |
4.806,00 |
| 117.1.1.1.22.225 |
Pagar besi strip |
1.1 |
M2 |
1.667.500,00 |
1.834.250,04 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
0.08 |
Kg |
34.700,00 |
2.776,00 |
| 117.1.1.12.1.200 |
Kunci Tanam 4" |
0.15 |
buah |
266.800,00 |
40.020,00 |
|
|
|
|
Jumlah |
3.471.333,09 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.199.827,10 |
| 2020 | 24.1.1.5 | Pembuatan kantor sementara lantai plesteran | M2 | 4.199.827,10 | Tidak Dipakai | |
| 103 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.31 |
Menanam Bordir Tanaman Tanaman Heliconia Bangkok |
|
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: |
|
|
|
|
| 117.1.1.8.3.173 |
Heliconia Bangkok |
100 |
Polibeg |
40.700,00 |
4.070.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
4.076.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
4.142.526,00 |
| 2020 | 24.2.6.31 | Menanam Bordir Tanaman Tanaman Heliconia Bangkok | M2 | 4.142.526,00 | Tidak Dipakai | |
| 104 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.5.37 |
Campuran Aspal Panas Utk.Pek.Minor |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0158 |
OH |
206.800,00 |
3.267,44 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.1584 |
OH |
150.800,00 |
23.886,72 |
|
|
|
|
Jumlah |
27.154,16 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.1.9 |
Filler |
25.3 |
Kg |
6.700,00 |
169.509,99 |
| 117.1.1.1.1.17 |
Aspal |
156.975 |
Kg |
17.900,00 |
2.809.852,61 |
| 117.1.1.1.2.67 |
Aggregat Halus |
0.5271 |
M3 |
224.200,00 |
118.175,83 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.7731 |
M3 |
278.900,00 |
215.617,60 |
|
|
|
|
Jumlah |
3.313.156,03 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.1 |
AMP |
0.0554 |
jam |
9.100.600,00 |
504.173,23 |
| 123.2.2.1.2.24 |
Dump Truck |
0.3876 |
jam |
513.600,00 |
199.071,36 |
| 123.2.2.1.2.30 |
Genset |
0.0554 |
jam |
825.800,00 |
45.749,32 |
| 123.2.2.1.2.41 |
Pedestrian Roller |
0.1976 |
jam |
122.800,00 |
24.265,28 |
| 123.2.2.1.2.64 |
Wheel Loader |
0.0301 |
jam |
844.500,00 |
25.419,45 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
800.078,64 |
|
|
|
|
Nilai HSPK |
4.140.388,83 |
| 2020 | 24.2.5.37 | Campuran Aspal Panas Utk.Pek.Minor | M3 | 4.140.388,83 | Tidak Dipakai | |
| 105 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.62 |
Pemasangan Kusen Metal Type Pj 1 K |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.0792 |
OH |
236.200,00 |
18.707,04 |
| 123.1.1.1.1.6 |
Mandor |
0.0132 |
OH |
206.800,00 |
2.729,76 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
3.168 |
OH |
150.800,00 |
477.734,40 |
| 123.1.1.1.1.23 |
Tukang |
1.584 |
OH |
177.500,00 |
281.160,00 |
|
|
|
|
Jumlah |
780.331,20 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.399 |
Kusen Metal type PJ 1 K |
1 |
unit |
3.335.000,00 |
3.335.000,00 |
|
|
|
|
Jumlah |
3.335.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.115.331,20 |
| 2020 | 24.1.10.62 | Pemasangan Kusen Metal Type Pj 1 K | unit | 4.115.331,20 | Tidak Dipakai | |
| 106 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.99 |
Pemasangan Kusen Aluminium Type Pj 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.09 |
OH |
236.200,00 |
21.258,00 |
| 123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
3.6 |
OH |
150.800,00 |
542.879,99 |
| 123.1.1.1.1.23 |
Tukang |
1.8 |
OH |
177.500,00 |
319.499,99 |
|
|
|
|
Jumlah |
886.739,98 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.360 |
Kusen Aluminium Tipe Pj 1 |
1 |
unit |
3.173.600,00 |
3.173.600,00 |
|
|
|
|
Jumlah |
3.173.600,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.060.339,98 |
| 2020 | 24.1.10.99 | Pemasangan Kusen Aluminium Type Pj 1 | unit | 4.060.339,98 | Tidak Dipakai | |
| 107 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.45 |
Pemasangan Kaca Stainglass |
|
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 |
0.0008 |
OH |
206.800,00 |
165,44 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.05 |
OH |
150.800,00 |
7.540,00 |
| 123.1.1.1.1.23 |
Tukang |
0.15 |
OH |
177.500,00 |
26.625,00 |
|
|
|
|
Jumlah |
37.873,44 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.3.18 |
Kaca Stainglass |
1.1 |
M2 |
3.491.800,00 |
3.840.980,08 |
|
|
|
|
Jumlah |
3.840.980,08 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.878.853,52 |
| 2020 | 24.1.10.45 | Pemasangan Kaca Stainglass | M2 | 3.878.853,52 | Tidak Dipakai | |
| 108 |
| 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 | |
| 109 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.1 |
Beton mutu tinggi fc’=50 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 |
646.84 |
Kg |
1.900,00 |
1.228.996,05 |
| 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 |
0.4345 |
M3 |
247.100,00 |
107.364,95 |
| 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 |
3.207.182,63 |
|
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 |
0.0843 |
jam |
525.600,00 |
44.308,08 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
459.369,16 |
|
|
|
|
Nilai HSPK |
3.732.636,29 |
| 2020 | 24.2.4.1 | Beton mutu tinggi fc’=50 Mpa | M3 | 3.732.636,29 | Tidak Dipakai | |
| 110 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.14.19 |
Pemasangan Valve 150 |
|
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 |
OH |
206.800,00 |
0,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1.5 |
OH |
150.800,00 |
226.200,00 |
| 123.1.1.1.1.23 |
Tukang |
0.01 |
OH |
177.500,00 |
1.775,00 |
|
|
|
|
Jumlah |
227.975,00 |
|
Bahan/Material: |
|
|
|
|
| 117.2.2.6.1.92 |
Valve 150 stop kran 3/4 dm |
1.1 |
buah |
3.180.400,00 |
3.498.440,08 |
|
|
|
|
Jumlah |
3.498.440,08 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.726.415,08 |
| 2020 | 24.1.14.19 | Pemasangan Valve 150 | buah | 3.726.415,08 | Tidak Dipakai | |
| 111 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.2 |
Beton mutu tinggi fc’=45 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 |
595.34 |
Kg |
1.900,00 |
1.131.146,05 |
| 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 |
0.4345 |
M3 |
247.100,00 |
107.364,95 |
| 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 |
3.150.452,64 |
|
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 |
0.3413 |
jam |
1.116.600,00 |
381.095,59 |
| 123.2.2.1.2.61 |
Water Tank Truck |
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 |
501.688,39 |
|
|
|
|
Nilai HSPK |
3.718.225,53 |
| 2020 | 24.2.4.2 | Beton mutu tinggi fc’=45 Mpa | M3 | 3.718.225,53 | Tidak Dipakai | |
| 112 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.92 |
lataston lapis aus(WRS-WC) gradasi senjang/semi senjang |
|
ton |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.1.6.2 |
Aspal Panas |
75.19 |
Kg |
13.750,00 |
1.033.862,53 |
| 20.1.1.2.1.2 |
Semen Mortar |
23.1 |
kilogram |
103.251,00 |
2.385.098,14 |
| 20.1.1.4.1.7 |
Pasir Halus |
0.2481 |
M2 |
147.473,00 |
36.588,05 |
|
|
|
|
Jumlah |
3.455.548,72 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.1 |
Sewa Truk |
0.1205 |
Hari |
815.000,00 |
98.207,50 |
| 23.2.5.11.5.2 |
Sewa Genset |
0.0201 |
unit |
2.750.000,00 |
55.275,00 |
| 23.2.5.11.6.2 |
Sewa Ashpalt Finisher |
0.0191 |
jam |
1.112.200,00 |
21.243,02 |
| 23.2.5.11.6.3 |
Sewa Pneumatic Tire Roller |
0.0043 |
jam |
234.200,00 |
1.007,06 |
| 23.2.5.11.6.4 |
Sewa Tandem Roller |
0.0156 |
jam |
281.000,00 |
4.383,60 |
| 23.2.5.11.6.6 |
Sewa Amp 10 T |
0.0201 |
jam |
276.300,00 |
5.553,63 |
| 23.2.5.11.7.1 |
Sewa Wheel Loader |
0.0096 |
jam |
608.800,00 |
5.844,48 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
212.814,29 |
|
|
|
|
Nilai HSPK |
3.668.363,01 |
| 2019 | 24.3.1.92 | lataston lapis aus(WRS-WC) gradasi senjang/semi senjang | ton | 3.668.363,01 | Tidak Dipakai | |
| 113 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.51 |
Pemasangan Tiang Oktagonal 5 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: |
|
|
|
|
| 117.1.1.1.22.318 |
Tiang Oktagonal 5 m Single Hot Dipped Galvanized dengan Flenders |
1 |
batang |
3.359.600,00 |
3.359.600,00 |
|
|
|
|
Jumlah |
3.359.600,00 |
|
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 |
3.655.059,00 |
| 2020 | 24.2.2.51 | Pemasangan Tiang Oktagonal 5 m Single Hot Dipped Galvanized dengan Flenders | unit | 3.655.059,00 | Tidak Dipakai | |
| 114 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.86 |
Pemasangan Kusen Aluminium 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: |
|
|
|
|
| 117.1.1.1.22.347 |
Kusen Aluminium Tipe J 2 |
1 |
unit |
2.809.500,00 |
2.809.500,00 |
|
|
|
|
Jumlah |
2.809.500,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.637.123,97 |
| 2020 | 24.1.10.86 | Pemasangan Kusen Aluminium Type J 2 | unit | 3.637.123,97 | Tidak Dipakai | |
| 115 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.94 |
lataston lapis aus perata (HRS-WC(L)) (grada total harga(Rp.)) |
|
ton |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.1.6.2 |
Aspal Panas |
75.19 |
Kg |
13.750,00 |
1.033.862,53 |
| 20.1.1.2.1.2 |
Semen Mortar |
23.1 |
kilogram |
103.251,00 |
2.385.098,14 |
| 20.1.1.4.1.7 |
Pasir Halus |
0.2481 |
M2 |
147.473,00 |
36.588,05 |
|
|
|
|
Jumlah |
3.455.548,72 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.2 |
Sewa Truk Tangki Air |
0.1205 |
Hari |
526.800,00 |
63.479,40 |
| 23.2.5.11.5.2 |
Sewa Genset |
0.0201 |
unit |
2.750.000,00 |
55.275,00 |
| 23.2.5.11.6.6 |
Sewa Amp 10 T |
0.0201 |
jam |
276.300,00 |
5.553,63 |
| 23.2.5.11.7.1 |
Sewa Wheel Loader |
0.0096 |
jam |
608.800,00 |
5.844,48 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
151.452,51 |
|
|
|
|
Nilai HSPK |
3.607.001,23 |
| 2019 | 24.3.1.94 | lataston lapis aus perata (HRS-WC(L)) (grada total harga(Rp.)) | ton | 3.607.001,23 | Tidak Dipakai | |
| 116 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.100 |
Pemasangan Kusen Aluminium Type Pj 1 K |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.0792 |
OH |
236.200,00 |
18.707,04 |
| 123.1.1.1.1.6 |
Mandor |
0.0132 |
OH |
206.800,00 |
2.729,76 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
3.168 |
OH |
150.800,00 |
477.734,40 |
| 123.1.1.1.1.23 |
Tukang |
1.584 |
OH |
177.500,00 |
281.160,00 |
|
|
|
|
Jumlah |
780.331,20 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.361 |
Kusen Aluminium Tipe Pj 1 K |
1 |
unit |
2.788.100,00 |
2.788.100,00 |
|
|
|
|
Jumlah |
2.788.100,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.568.431,20 |
| 2020 | 24.1.10.100 | Pemasangan Kusen Aluminium Type Pj 1 K | unit | 3.568.431,20 | Tidak Dipakai | |
| 117 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.12 |
Saluran berbentuk U Tipe DS 1 (@panjang 3 meter) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.1147 |
OH |
206.800,00 |
23.719,96 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
4.0161 |
OH |
150.800,00 |
605.627,87 |
| 123.1.1.1.1.23 |
Tukang |
0.8032 |
OH |
177.500,00 |
142.568,00 |
|
|
|
|
Jumlah |
771.915,83 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.52 |
Semen |
370.8 |
Kg |
1.900,00 |
704.519,98 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.7425 |
M3 |
278.900,00 |
207.083,25 |
| 117.1.1.1.4.2 |
Pasir Beton |
0.525 |
M3 |
247.100,00 |
129.727,49 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
45 |
Kg |
16.900,00 |
760.500,00 |
| 117.1.1.1.22.230 |
Paku |
1.2 |
Kg |
25.700,00 |
30.840,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
0.025 |
Kg |
34.882,00 |
872,05 |
| 132.3.2.13.1.37 |
Formworks |
0.2 |
LS |
3.952.700,00 |
790.540,01 |
|
|
|
|
Jumlah |
2.624.082,79 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.6 |
Beton Mixer |
0.4016 |
jam |
228.200,00 |
91.645,12 |
| 123.2.2.1.2.18 |
Concrete Vibrator |
0.4016 |
jam |
76.100,00 |
30.561,76 |
| 123.2.2.1.2.62 |
Water Tanker |
0.0572 |
jam |
525.600,00 |
30.064,32 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
153.671,20 |
|
|
|
|
Nilai HSPK |
3.549.669,82 |
| 2020 | 24.2.3.12 | Saluran berbentuk U Tipe DS 1 (@panjang 3 meter) | M1 | 3.549.669,82 | Tidak Dipakai | |
| 118 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.121 |
Pemasangan Kusen Aluminium 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: |
|
|
|
|
| 117.1.1.1.22.344 |
Kusen Aluminium Pintu & Jendela |
1 |
unit |
2.929.800,00 |
2.929.800,00 |
|
|
|
|
Jumlah |
2.929.800,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.544.606,41 |
| 2020 | 24.1.10.121 | Pemasangan Kusen Aluminium Pintu&Jendela | unit | 3.544.606,41 | Tidak Dipakai | |
| 119 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.85 |
Pemasangan Kusen Aluminium Type J 1 K |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.078 |
OH |
236.200,00 |
18.423,60 |
| 123.1.1.1.1.6 |
Mandor |
0.013 |
OH |
206.800,00 |
2.688,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
3.12 |
OH |
150.800,00 |
470.495,98 |
| 123.1.1.1.1.23 |
Tukang |
1.56 |
OH |
177.500,00 |
276.899,99 |
|
|
|
|
Jumlah |
768.507,97 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.346 |
Kusen Aluminium Tipe J 1 K |
1 |
unit |
2.766.800,00 |
2.766.800,00 |
|
|
|
|
Jumlah |
2.766.800,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
3.535.307,97 |
| 2020 | 24.1.10.85 | Pemasangan Kusen Aluminium Type J 1 K | unit | 3.535.307,97 | Tidak Dipakai | |
| 120 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.3 |
Beton mutu tinggi fc’=40 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 |
543.84 |
Kg |
1.900,00 |
1.033.296,05 |
| 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 |
0.4345 |
M3 |
247.100,00 |
107.364,95 |
| 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 |
3.011.482,63 |
|
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 |
0.0723 |
jam |
525.600,00 |
38.000,88 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
453.061,97 |
|
|
|
|
Nilai HSPK |
3.530.629,10 |
| 2020 | 24.2.4.3 | Beton mutu tinggi fc’=40 Mpa | M3 | 3.530.629,10 | Tidak Dipakai | |
