261 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.17 |
Pasangan Batu Kosong Yang Diisi Adukan |
|
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 |
0.9785 |
OH |
150.800,00 |
147.557,80 |
123.1.1.1.1.23 |
Tukang |
0.2935 |
OH |
177.500,00 |
52.096,25 |
|
|
|
|
Jumlah |
219.879,09 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.53 |
Semen (Pc) |
2.25 |
Zak |
71.300,00 |
160.425,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.2829 |
M3 |
278.900,00 |
78.900,81 |
117.1.1.1.4.1 |
Pasir |
0.2181 |
M3 |
247.100,00 |
53.892,51 |
117.1.1.1.5.86 |
Batu Kali |
1.32 |
M3 |
400.200,00 |
528.264,02 |
|
|
|
|
Jumlah |
821.482,34 |
|
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 |
0.0014 |
jam |
525.600,00 |
735,84 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
158.430,02 |
|
|
|
|
Nilai HSPK |
1.199.791,45 |
| 2020 | 24.2.5.17 | Pasangan Batu Kosong Yang Diisi Adukan | M3 | 1.199.791,45 | Tidak Dipakai | |
262 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.17 |
Pasangan Batu tanpa Adukan (Aanstamping) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.125 |
OH |
206.800,00 |
25.850,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.75 |
OH |
150.800,00 |
113.100,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
183.325,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.5.86 |
Batu Kali |
1.1 |
M3 |
400.200,00 |
440.220,01 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
441.620,01 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
624.945,01 |
| 2020 | 24.2.3.17 | Pasangan Batu tanpa Adukan (Aanstamping) | M3 | 624.945,01 | Tidak Dipakai | |
263 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.53 |
Patok Hektometer |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.016 |
OH |
206.800,00 |
3.308,80 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0798 |
OH |
150.800,00 |
12.033,84 |
123.1.1.1.1.23 |
Tukang |
0.0319 |
OH |
177.500,00 |
5.662,25 |
|
|
|
|
Jumlah |
21.004,89 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.16 |
Beton Cor K 175 |
0.063 |
M3 |
1.374.100,00 |
86.568,30 |
117.1.1.1.6.66 |
Material Cat dan Lainnya |
1 |
M2 |
25.900,00 |
25.900,00 |
117.1.1.1.14.32 |
Besi Beton Polos |
7.875 |
Kg |
16.900,00 |
133.087,50 |
|
|
|
|
Jumlah |
245.555,80 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.1117 |
jam |
513.600,00 |
57.369,12 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
58.769,12 |
|
|
|
|
Nilai HSPK |
325.329,81 |
| 2020 | 24.2.5.53 | Patok Hektometer | buah | 325.329,81 | Tidak Dipakai | |
264 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.52 |
Patok Kilometer |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.016 |
OH |
206.800,00 |
3.308,80 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0798 |
OH |
150.800,00 |
12.033,84 |
123.1.1.1.1.23 |
Tukang |
0.0319 |
OH |
177.500,00 |
5.662,25 |
|
|
|
|
Jumlah |
21.004,89 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.16 |
Beton Cor K 175 |
0.1512 |
M3 |
1.374.100,00 |
207.763,92 |
117.1.1.1.6.66 |
Material Cat dan Lainnya |
1 |
M2 |
25.900,00 |
25.900,00 |
117.1.1.1.14.32 |
Besi Beton Polos |
18.9 |
Kg |
16.900,00 |
319.409,99 |
|
|
|
|
Jumlah |
553.073,91 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.1117 |
jam |
513.600,00 |
57.369,12 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
58.769,12 |
|
|
|
|
Nilai HSPK |
632.847,92 |
| 2020 | 24.2.5.52 | Patok Kilometer | buah | 632.847,92 | Tidak Dipakai | |
265 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.51 |
Patok Pengarah |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0141 |
OH |
206.800,00 |
2.915,88 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.1125 |
OH |
150.800,00 |
16.965,00 |
123.1.1.1.1.23 |
Tukang |
0.0562 |
OH |
177.500,00 |
9.975,50 |
|
|
|
|
Jumlah |
29.856,38 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.16 |
Beton Cor K 175 |
0.0354 |
M3 |
1.374.100,00 |
48.643,14 |
117.1.1.1.6.66 |
Material Cat dan Lainnya |
1 |
M2 |
25.900,00 |
25.900,00 |
117.1.1.1.14.32 |
Besi Beton Polos |
4.6463 |
Kg |
16.900,00 |
78.522,47 |
|
|
|
|
Jumlah |
153.065,61 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.0984 |
jam |
513.600,00 |
50.538,24 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
51.938,24 |
|
|
|
|
Nilai HSPK |
234.860,22 |
| 2020 | 24.2.5.51 | Patok Pengarah | buah | 234.860,22 | Tidak Dipakai | |
266 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.11 |
Pemancangan Tiang Pancang Baja Diameter 350 mm |
|
M1 |
|
|
|
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 |
0.1721 |
OH |
150.800,00 |
25.952,68 |
123.1.1.1.1.23 |
Tukang |
0.043 |
OH |
177.500,00 |
7.632,50 |
|
|
|
|
Jumlah |
38.031,38 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.43 |
Pile Driver |
0.1506 |
jam |
401.600,00 |
60.480,96 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
61.880,96 |
|
|
|
|
Nilai HSPK |
99.912,34 |
| 2020 | 24.2.5.11 | Pemancangan Tiang Pancang Baja Diameter 350 mm | M1 | 99.912,34 | Tidak Dipakai | |
267 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.10 |
Pemancangan Tiang Pancang Baja Diameter 600 mm |
|
M1 |
|
|
|
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 |
0.1721 |
OH |
150.800,00 |
25.952,68 |
123.1.1.1.1.23 |
Tukang |
0.043 |
OH |
177.500,00 |
7.632,50 |
|
|
|
|
Jumlah |
38.031,38 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.43 |
Pile Driver |
0.1506 |
jam |
401.600,00 |
60.480,96 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
61.880,96 |
|
|
|
|
Nilai HSPK |
99.912,34 |
| 2020 | 24.2.5.10 | Pemancangan Tiang Pancang Baja Diameter 600 mm | M1 | 99.912,34 | Tidak Dipakai | |
268 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.12 |
Pemancangan Tiang Pancang Beton . ukuran .... |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0172 |
OH |
206.800,00 |
3.556,96 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.1721 |
OH |
150.800,00 |
25.952,68 |
123.1.1.1.1.23 |
Tukang |
0.0344 |
OH |
177.500,00 |
6.106,00 |
|
|
|
|
Jumlah |
35.615,64 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.43 |
Pile Driver |
0.1205 |
jam |
401.600,00 |
48.392,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
49.792,80 |
|
|
|
|
Nilai HSPK |
85.408,44 |
| 2020 | 24.2.5.12 | Pemancangan Tiang Pancang Beton . ukuran .... | M1 | 85.408,44 | Tidak Dipakai | |
269 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.9 |
Pemancangan Tiang Pancang Kayu Ukuran 600 mm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0646 |
OH |
206.800,00 |
13.359,28 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.5171 |
OH |
150.800,00 |
77.978,68 |
123.1.1.1.1.23 |
Tukang |
0.1293 |
OH |
177.500,00 |
22.950,75 |
|
|
|
|
Jumlah |
114.288,71 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.43 |
Pile Driver |
0.4525 |
jam |
401.600,00 |
181.723,99 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
183.123,99 |
|
|
|
|
Nilai HSPK |
297.412,70 |
| 2020 | 24.2.5.9 | Pemancangan Tiang Pancang Kayu Ukuran 600 mm | M1 | 297.412,70 | Tidak Dipakai | |
270 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.68 |
Pemasangan Armatur |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.25 |
OH |
206.800,00 |
51.700,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.75 |
OH |
150.800,00 |
113.100,00 |
123.1.1.1.1.23 |
Tukang |
0.25 |
OH |
177.500,00 |
44.375,00 |
|
|
|
|
Jumlah |
209.175,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.4 |
Alat Bantu Penerangan Jalan Umum (PJU) |
1 |
jam |
9.800,00 |
9.800,00 |
|
|
|
|
Jumlah |
9.800,00 |
|
|
|
|
Nilai HSPK |
218.975,00 |
| 2020 | 24.2.2.68 | Pemasangan Armatur | buah | 218.975,00 | Tidak Dipakai | |
271 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.4.33 |
Pemasangan Baja Struktur BJ 34 (Titik Leleh 210 MPa) |
|
Kg |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0029 |
OH |
206.800,00 |
599,72 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0001 |
OH |
150.800,00 |
15,08 |
123.1.1.1.1.23 |
Tukang |
0.0007 |
OH |
177.500,00 |
124,25 |
|
|
|
|
Jumlah |
739,05 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.23 |
Crane 80 Ton |
0.01 |
jam |
951.200,00 |
9.512,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
10.912,00 |
|
|
|
|
Nilai HSPK |
11.651,05 |
| 2020 | 24.2.4.33 | Pemasangan Baja Struktur BJ 34 (Titik Leleh 210 MPa) | Kg | 11.651,05 | Tidak Dipakai | |
272 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.4.34 |
Pemasangan jembatan Rangka Baja |
|
Kg |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0001 |
OH |
206.800,00 |
20,68 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0023 |
OH |
150.800,00 |
346,84 |
123.1.1.1.1.23 |
Tukang |
0.0006 |
OH |
177.500,00 |
106,50 |
|
|
|
|
Jumlah |
474,02 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.56 |
Kayu Perancah |
0.0002 |
M3 |
3.952.700,00 |
790,54 |
|
|
|
|
Jumlah |
790,54 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.22 |
Crane 60 Ton |
0.0008 |
jam |
725.700,00 |
580,56 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.980,56 |
|
|
|
|
Nilai HSPK |
3.245,12 |
| 2020 | 24.2.4.34 | Pemasangan jembatan Rangka Baja | Kg | 3.245,12 | Tidak Dipakai | |
273 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.4.24 |
Pemasangan Pelat Berongga (Voided Slab) Pracetak bentang 5 Meter |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.1429 |
OH |
206.800,00 |
29.551,72 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.7143 |
OH |
150.800,00 |
258.516,45 |
123.1.1.1.1.23 |
Tukang |
0.7143 |
OH |
177.500,00 |
126.788,25 |
|
|
|
|
Jumlah |
414.856,41 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.25 |
Beton Cor K 400 |
2.27 |
M3 |
1.634.200,00 |
3.709.633,97 |
117.1.1.1.2.43 |
Material Curing |
4.19 |
Kg |
8.100,00 |
33.939,00 |
117.1.1.1.2.44 |
Material Grouting |
11.28 |
Kg |
8.100,00 |
91.368,00 |
117.1.1.1.8.10 |
Baja Tulangan (Ulir) U32 |
289 |
Kg |
32.900,00 |
9.508.100,00 |
117.1.1.1.22.56 |
Kayu Perancah |
4.19 |
M3 |
3.952.700,00 |
16.561.813,23 |
117.1.1.1.22.123 |
Besi Angkur |
3 |
Kg |
53.400,00 |
160.200,00 |
117.1.1.1.22.186 |
Kabel Baja Prategang (Strand) |
6.38 |
Kg |
18.700,00 |
119.306,00 |
117.1.1.1.22.303 |
Selongsong |
5.92 |
meter |
29.400,00 |
174.048,00 |
|
|
|
|
Jumlah |
30.358.408,20 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.17 |
Concrete Pump |
12.5374 |
jam |
557.700,00 |
6.992.108,12 |
123.2.2.1.2.19 |
Crane 100 Ton |
0.9009 |
jam |
1.056.600,00 |
951.890,95 |
123.2.2.1.2.42 |
Penarik Kabel (jack) |
2.4 |
jam |
445.600,00 |
1.069.440,04 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
123.2.2.1.3.8 |
Alat Grouting |
2.7027 |
jam |
646.000,00 |
1.745.944,14 |
|
|
|
|
Jumlah |
10.760.783,24 |
|
|
|
|
Nilai HSPK |
41.534.047,85 |
| 2020 | 24.2.4.24 | Pemasangan Pelat Berongga (Voided Slab) Pracetak bentang 5 Meter | buah | 41.534.047,85 | Tidak Dipakai | |
274 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.4.17 |
Pemasangan Unit Pracetak Gelagar Tipe U Bentang 16 meter |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.1429 |
OH |
206.800,00 |
29.551,72 |
123.1.1.1.1.14 |
Pekerja Terlatih |
2.5714 |
OH |
150.800,00 |
387.767,11 |
123.1.1.1.1.23 |
Tukang |
0.7143 |
OH |
177.500,00 |
126.788,25 |
|
|
|
|
Jumlah |
544.107,08 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.22 |
Crane 60 Ton |
0.9009 |
jam |
725.700,00 |
653.783,13 |
123.2.2.1.2.33 |
Jack Hidraulik |
1 |
jam |
54.700,00 |
54.700,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
709.883,13 |
|
|
|
|
Nilai HSPK |
1.253.990,21 |
| 2020 | 24.2.4.17 | Pemasangan Unit Pracetak Gelagar Tipe U Bentang 16 meter | buah | 1.253.990,21 | Tidak Dipakai | |
275 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.4.18 |
Pemasangan Unit Pracetak Gelagar Tipe U Bentang … meter |
|
buah |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.1429 |
OH |
206.800,00 |
29.551,72 |
123.1.1.1.1.14 |
Pekerja Terlatih |
2.5714 |
OH |
150.800,00 |
387.767,11 |
123.1.1.1.1.23 |
Tukang |
0.7143 |
OH |
177.500,00 |
126.788,25 |
|
|
|
|
Jumlah |
544.107,08 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.22 |
Crane 60 Ton |
0.9009 |
jam |
725.700,00 |
653.783,13 |
123.2.2.1.2.33 |
Jack Hidraulik |
1 |
jam |
54.700,00 |
54.700,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
709.883,13 |
|
|
|
|
Nilai HSPK |
1.253.990,21 |
| 2020 | 24.2.4.18 | Pemasangan Unit Pracetak Gelagar Tipe U Bentang … meter | buah | 1.253.990,21 | Tidak Dipakai | |
276 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.37 |
Pembersihan dan Pengupasan Lahan (Tumbuhan dengan diameter < 30 cm) |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.002 |
OH |
206.800,00 |
413,60 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.01 |
OH |
150.800,00 |
1.508,00 |
|
|
|
|
Jumlah |
1.921,60 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.0371 |
jam |
513.600,00 |
19.054,56 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
20.454,56 |
|
|
|
|
Nilai HSPK |
22.376,16 |
| 2020 | 24.2.3.37 | Pembersihan dan Pengupasan Lahan (Tumbuhan dengan diameter < 30 cm) | M2 | 22.376,16 | Tidak Dipakai | |
277 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.29 |
Pembongkaran Balok Baja (Steel Stringers) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0286 |
OH |
206.800,00 |
5.914,48 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2857 |
OH |
150.800,00 |
43.083,56 |
|
|
|
|
Jumlah |
48.998,04 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.23 |
Crane 80 Ton |
0.2 |
jam |
951.200,00 |
190.240,00 |
123.2.2.1.2.55 |
Trailer 20 ton |
0.2 |
jam |
880.500,00 |
176.100,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
367.740,01 |
|
|
|
|
Nilai HSPK |
416.738,04 |
| 2020 | 24.2.5.29 | Pembongkaran Balok Baja (Steel Stringers) | M1 | 416.738,04 | Tidak Dipakai | |
278 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.27 |
Pembongkaran Bangunan Gedung |
|
M2 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0071 |
OH |
206.800,00 |
1.468,28 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0857 |
OH |
150.800,00 |
12.923,56 |
|
|
|
|
Jumlah |
14.391,84 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.12 |
Compressor |
0.05 |
jam |
332.200,00 |
16.610,00 |
123.2.2.1.2.24 |
Dump Truck |
0.2331 |
jam |
513.600,00 |
119.720,16 |
123.2.2.1.2.32 |
Jack Hammer |
0.05 |
jam |
50.700,00 |
2.535,00 |
123.2.2.1.2.64 |
Wheel Loader |
0.05 |
jam |
844.500,00 |
42.225,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
182.490,16 |
|
|
|
|
Nilai HSPK |
196.882,00 |
| 2020 | 24.2.5.27 | Pembongkaran Bangunan Gedung | M2 | 196.882,00 | Tidak Dipakai | |
279 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.25 |
Pembongkaran Beton |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0861 |
OH |
206.800,00 |
17.805,48 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.5164 |
OH |
150.800,00 |
77.873,12 |
|
|
|
|
Jumlah |
95.678,60 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.12 |
Compressor |
0.6024 |
jam |
332.200,00 |
200.117,28 |
123.2.2.1.2.24 |
Dump Truck |
0.4098 |
jam |
513.600,00 |
210.473,28 |
123.2.2.1.2.32 |
Jack Hammer |
0.6024 |
jam |
50.700,00 |
30.541,68 |
123.2.2.1.2.64 |
Wheel Loader |
0.0098 |
jam |
844.500,00 |
8.276,10 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
450.808,34 |
|
|
|
|
Nilai HSPK |
546.486,93 |
| 2020 | 24.2.5.25 | Pembongkaran Beton | M3 | 546.486,93 | Tidak Dipakai | |
280 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.26 |
Pembongkaran Beton Pratekan |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0286 |
OH |
206.800,00 |
5.914,48 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.3429 |
OH |
150.800,00 |
51.709,32 |
|
|
|
|
Jumlah |
57.623,80 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.12 |
Compressor |
0.2 |
jam |
332.200,00 |
66.440,00 |
123.2.2.1.2.24 |
Dump Truck |
0.4386 |
jam |
513.600,00 |
225.264,96 |
123.2.2.1.2.32 |
Jack Hammer |
0.2 |
jam |
50.700,00 |
10.140,00 |
123.2.2.1.2.64 |
Wheel Loader |
0.2 |
jam |
844.500,00 |
168.900,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
472.144,97 |
|
|
|
|
Nilai HSPK |
529.768,77 |
| 2020 | 24.2.5.26 | Pembongkaran Beton Pratekan | M3 | 529.768,77 | Tidak Dipakai | |