161 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.5.1.16 |
pemasangan 1 m2 lantai keramik ukuranya 20X25 cm |
|
M2 |
|
|
|
Upah: |
|
|
|
|
23.2.4.1.1.1 |
Mandor |
0.7 |
Orang Hari |
28.000,00 |
19.600,00 |
23.2.4.1.2.1 |
Kepala Tukang |
0.35 |
Orang Hari |
32.000,00 |
11.200,00 |
23.2.4.1.3.1 |
Tukang |
0.035 |
Orang Hari |
24.000,00 |
840,00 |
23.2.4.1.4.1 |
Pembantu Tukang |
0.035 |
Orang Hari |
110.000,00 |
3.850,00 |
|
|
|
|
Jumlah |
35.490,00 |
|
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 |
1.26 |
Kg |
12.500,00 |
15.750,00 |
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 |
20 |
M2 |
84.800,00 |
1.696.000,00 |
|
|
|
|
Jumlah |
2.440.519,47 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.476.009,47 |
| 2019 | 24.5.1.16 | pemasangan 1 m2 lantai keramik ukuranya 20X25 cm | M2 | 2.476.009,47 | Tidak Dipakai | |
162 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.60 |
Pemasangan Tiang Cabang 2 Biasa 7m |
|
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: |
|
|
|
|
117.1.1.1.22.316 |
Tiang Cabang Biasa 2-7 m |
1 |
batang |
2.170.500,00 |
2.170.500,00 |
|
|
|
|
Jumlah |
2.170.500,00 |
|
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 |
2.465.959,00 |
| 2020 | 24.2.2.60 | Pemasangan Tiang Cabang 2 Biasa 7m | unit | 2.465.959,00 | Tidak Dipakai | |
163 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.4.8 |
Beton mutu sedang fc’= 20 MPa (utk box culvert) |
|
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 |
0.1578 |
OH |
177.500,00 |
28.009,50 |
|
|
|
|
Jumlah |
48.263,50 |
|
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 |
0.2 |
M3 |
3.952.700,00 |
790.540,01 |
117.1.1.1.22.230 |
Paku |
1.6 |
Kg |
25.700,00 |
41.120,00 |
|
|
|
|
Jumlah |
1.975.262,11 |
|
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 |
2.458.664,61 |
| 2020 | 24.2.4.8 | Beton mutu sedang fc’= 20 MPa (utk box culvert) | M3 | 2.458.664,61 | Tidak Dipakai | |
164 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.9.8 |
Pemasangan rangka dan Penutup Atap Sirap Kayu kelas II |
|
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 |
0.006 |
OH |
206.800,00 |
1.240,80 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.12 |
OH |
150.800,00 |
18.096,00 |
123.1.1.1.1.23 |
Tukang |
0.12 |
OH |
177.500,00 |
21.300,00 |
|
|
|
|
Jumlah |
43.471,20 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.86 |
Papan/ Kaso Kayu Kelas II |
0.165 |
M3 |
14.567.300,00 |
2.403.604,60 |
117.1.1.1.22.236 |
Paku 4 inchi |
0.2 |
Kg |
24.100,00 |
4.820,00 |
|
|
|
|
Jumlah |
2.408.424,60 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.451.895,79 |
| 2020 | 24.1.9.8 | Pemasangan rangka dan Penutup Atap Sirap Kayu kelas II | M2 | 2.451.895,79 | Tidak Dipakai | |
165 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.96 |
Lapis Permukaan Penetrasi Macadam |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.002 |
OH |
206.800,00 |
413,60 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0202 |
OH |
150.800,00 |
3.046,16 |
|
|
|
|
Jumlah |
3.459,76 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.17 |
Aspal |
98.5857 |
Kg |
17.900,00 |
1.764.684,05 |
117.1.1.1.2.67 |
Aggregat Halus |
0.1479 |
M3 |
224.200,00 |
33.159,18 |
117.1.1.1.2.68 |
Aggregat Kasar |
1.669 |
M3 |
278.900,00 |
465.484,11 |
|
|
|
|
Jumlah |
2.263.327,34 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.4 |
Asphalt Sprayer |
0.365 |
jam |
85.400,00 |
31.171,00 |
123.2.2.1.2.24 |
Dump Truck |
0.1511 |
jam |
513.600,00 |
77.604,96 |
123.2.2.1.2.53 |
Three Wheel Roller |
0.018 |
jam |
414.900,00 |
7.468,20 |
123.2.2.1.2.64 |
Wheel Loader |
0.0071 |
jam |
844.500,00 |
5.995,95 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
123.640,11 |
|
|
|
|
Nilai HSPK |
2.390.427,20 |
| 2020 | 24.2.3.96 | Lapis Permukaan Penetrasi Macadam | M3 | 2.390.427,20 | Tidak Dipakai | |
166 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.10.55 |
Pemasangan Kusen Metal Type P 1 K |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.039 |
OH |
236.200,00 |
9.211,80 |
123.1.1.1.1.6 |
Mandor |
0.0065 |
OH |
206.800,00 |
1.344,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.56 |
OH |
150.800,00 |
235.247,99 |
123.1.1.1.1.23 |
Tukang |
0.78 |
OH |
177.500,00 |
138.449,99 |
|
|
|
|
Jumlah |
384.253,99 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.392 |
Kusen Metal Type P 1 K |
1 |
unit |
2.001.000,00 |
2.001.000,00 |
|
|
|
|
Jumlah |
2.001.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.385.253,99 |
| 2020 | 24.1.10.55 | Pemasangan Kusen Metal Type P 1 K | unit | 2.385.253,99 | Tidak Dipakai | |
167 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.27 |
Pemasangan Ornamen Lampu PJU panjang 6m |
|
buah |
|
|
|
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 |
0.6 |
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 |
3.5157 |
Lonjor |
628.500,00 |
2.209.617,51 |
|
|
|
|
Jumlah |
2.209.617,51 |
|
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 |
2.381.047,52 |
| 2020 | 24.2.2.27 | Pemasangan Ornamen Lampu PJU panjang 6m | buah | 2.381.047,52 | Tidak Dipakai | |
168 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.39 |
Penetrasi Macadam Utk.Pek.Minor (Perata) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0024 |
OH |
206.800,00 |
496,32 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0243 |
OH |
150.800,00 |
3.664,44 |
|
|
|
|
Jumlah |
4.160,76 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.17 |
Aspal |
99.2727 |
Kg |
17.900,00 |
1.776.981,28 |
117.1.1.1.2.67 |
Aggregat Halus |
0 |
M3 |
224.200,00 |
0,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
1.7556 |
M3 |
278.900,00 |
489.636,83 |
|
|
|
|
Jumlah |
2.266.618,12 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.4 |
Asphalt Sprayer |
0.0359 |
jam |
85.400,00 |
3.065,86 |
123.2.2.1.2.24 |
Dump Truck |
0.1706 |
jam |
513.600,00 |
87.620,16 |
123.2.2.1.2.53 |
Three Wheel Roller |
0.009 |
jam |
414.900,00 |
3.734,10 |
123.2.2.1.2.64 |
Wheel Loader |
0.0085 |
jam |
844.500,00 |
7.178,25 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
102.998,37 |
|
|
|
|
Nilai HSPK |
2.373.777,25 |
| 2020 | 24.2.5.39 | Penetrasi Macadam Utk.Pek.Minor (Perata) | M3 | 2.373.777,25 | Tidak Dipakai | |
169 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.10.65 |
Pemasangan Kusen Metal 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: |
|
|
|
|
117.1.1.1.22.402 |
Kusen Metal V 2 |
1 |
unit |
1.906.300,00 |
1.906.300,00 |
|
|
|
|
Jumlah |
1.906.300,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.373.316,41 |
| 2020 | 24.1.10.65 | Pemasangan Kusen Metal Type V 2 | unit | 2.373.316,41 | Tidak Dipakai | |
170 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.10.110 |
Pemasangan Kusen Aluminium Jendela Tipe 2 |
|
unit |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0.0414 |
OH |
236.200,00 |
9.778,68 |
123.1.1.1.1.6 |
Mandor |
0.0069 |
OH |
206.800,00 |
1.426,92 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.656 |
OH |
150.800,00 |
249.724,80 |
123.1.1.1.1.23 |
Tukang |
0.828 |
OH |
177.500,00 |
146.970,00 |
|
|
|
|
Jumlah |
407.900,40 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.333 |
Kusen Aluminium Jendela Tipe 2 |
1 |
unit |
1.946.900,00 |
1.946.900,00 |
|
|
|
|
Jumlah |
1.946.900,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.354.800,40 |
| 2020 | 24.1.10.110 | Pemasangan Kusen Aluminium Jendela Tipe 2 | unit | 2.354.800,40 | Tidak Dipakai | |
171 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.17 |
Instalasi 1 Titik Lampu PJU (Tarikan Udara) 4 m |
|
M |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
123.1.1.1.1.6 |
Mandor |
0.0025 |
OH |
206.800,00 |
517,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0407 |
OH |
150.800,00 |
6.137,56 |
123.1.1.1.1.23 |
Tukang |
0.0051 |
OH |
177.500,00 |
905,25 |
|
|
|
|
Jumlah |
7.559,81 |
|
Bahan/Material: |
|
|
|
|
117.1.3.8.1.96 |
Kabel NYM 2 x 2,5 mm |
4 |
meter |
585.700,00 |
2.342.800,00 |
|
|
|
|
Jumlah |
2.342.800,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.350.359,81 |
| 2020 | 24.2.2.17 | Instalasi 1 Titik Lampu PJU (Tarikan Udara) 4 m | M | 2.350.359,81 | Tidak Dipakai | |
172 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.13.3 |
Pemasangan Pintu Pagar Besi |
|
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 |
OH |
206.800,00 |
0,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.05 |
OH |
150.800,00 |
158.339,99 |
123.1.1.1.1.23 |
Tukang |
1.05 |
OH |
177.500,00 |
186.374,99 |
|
|
|
|
Jumlah |
344.714,98 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.279 |
Pintu Pagar Besi |
1 |
M2 |
2.001.000,00 |
2.001.000,00 |
|
|
|
|
Jumlah |
2.001.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.345.714,98 |
| 2020 | 24.1.13.3 | Pemasangan Pintu Pagar Besi | M2 | 2.345.714,98 | Tidak Dipakai | |
173 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.58 |
Pemasangan Tiang Cabang 1 Biasa 7m |
|
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: |
|
|
|
|
117.1.1.1.22.314 |
Tiang Cabang Biasa 1-7 m |
1 |
batang |
2.015.900,00 |
2.015.900,00 |
|
|
|
|
Jumlah |
2.015.900,00 |
|
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 |
2.311.359,00 |
| 2020 | 24.2.2.58 | Pemasangan Tiang Cabang 1 Biasa 7m | unit | 2.311.359,00 | Tidak Dipakai | |
174 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.43 |
Pengembalian kondisi lantai jembatan kayu |
|
M2 |
|
|
|
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 |
0.5714 |
OH |
150.800,00 |
86.167,12 |
|
|
|
|
Jumlah |
115.718,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.85 |
Papan/ Kaso Kayu Kelas I |
0.1 |
M3 |
21.864.300,00 |
2.186.430,03 |
117.1.1.1.22.230 |
Paku |
0.2 |
Kg |
25.700,00 |
5.140,00 |
|
|
|
|
Jumlah |
2.191.570,03 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
2.308.688,87 |
| 2020 | 24.2.5.43 | Pengembalian kondisi lantai jembatan kayu | M2 | 2.308.688,87 | Tidak Dipakai | |
175 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.45 |
Beton mutu f'c 31,2 Mpa (K-350), slump (12±2) cm. w/c=0,48, 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: |
|
|
|
|
117.1.1.1.2.23 |
Beton Cor K 350 |
1.02 |
M3 |
1.580.800,00 |
1.612.415,97 |
|
|
|
|
Jumlah |
1.612.415,97 |
|
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 |
2.302.643,96 |
| 2020 | 24.1.4.45 | Beton mutu f'c 31,2 Mpa (K-350), slump (12±2) cm. w/c=0,48, Ready Mix dan Pompa Beton | M3 | 2.302.643,96 | Tidak Dipakai | |
176 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.2.59 |
Pemasangan Tiang Cabang 2 Biasa 5m |
|
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: |
|
|
|
|
117.1.1.1.22.315 |
Tiang Cabang Biasa 2-5 m |
1 |
unit |
2.001.900,00 |
2.001.900,00 |
|
|
|
|
Jumlah |
2.001.900,00 |
|
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 |
2.297.359,00 |
| 2020 | 24.2.2.59 | Pemasangan Tiang Cabang 2 Biasa 5m | unit | 2.297.359,00 | Tidak Dipakai | |
177 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.1.4.41 |
Beton mutu f'c 28,8 Mpa (K-325), slump (12±2) cm. w/c=0,49, 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: |
|
|
|
|
117.1.1.1.2.22 |
Beton Cor K 325 |
1.02 |
M3 |
1.554.200,00 |
1.585.283,97 |
|
|
|
|
Jumlah |
1.585.283,97 |
|
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 |
2.275.511,96 |
| 2020 | 24.1.4.41 | Beton mutu f'c 28,8 Mpa (K-325), slump (12±2) cm. w/c=0,49, Ready Mix dan Pompa Beton | M3 | 2.275.511,96 | Tidak Dipakai | |
178 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.38 |
Lasbutag untuk pekerjaan minor |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0 |
OH |
206.800,00 |
0,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0009 |
OH |
150.800,00 |
135,72 |
|
|
|
|
Jumlah |
135,72 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.4 |
Asbuton |
0.3436 |
M3 |
263.500,00 |
90.538,60 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.3758 |
M3 |
278.900,00 |
104.810,62 |
117.1.1.1.4.1 |
Pasir |
0.6201 |
M3 |
247.100,00 |
153.226,72 |
123.2.2.1.2.3 |
Asphalt Finisher |
0.0003 |
jam |
1.315.400,00 |
394,62 |
|
|
|
|
Jumlah |
348.970,56 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.14 |
Concrete Mixer |
0.241 |
jam |
228.200,00 |
54.996,20 |
123.2.2.1.2.24 |
Dump Truck |
1.7544 |
jam |
513.600,00 |
901.059,85 |
123.2.2.1.2.44 |
Pneumatic Tyre Roller |
0.5376 |
jam |
653.700,00 |
351.429,11 |
123.2.2.1.2.54 |
Tnd. Roller |
0.8197 |
jam |
699.100,00 |
573.052,27 |
123.2.2.1.2.64 |
Wheel Loader |
0.0342 |
jam |
844.500,00 |
28.881,90 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.910.819,33 |
|
|
|
|
Nilai HSPK |
2.259.925,61 |
| 2020 | 24.2.5.38 | Lasbutag untuk pekerjaan minor | M3 | 2.259.925,61 | Tidak Dipakai | |
179 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.77 |
Latasir Kelas A (SS-A) |
|
ton |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0029 |
OH |
206.800,00 |
599,72 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0201 |
OH |
150.800,00 |
3.031,08 |
|
|
|
|
Jumlah |
3.630,80 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.17 |
Aspal |
103 |
Kg |
17.900,00 |
1.843.700,00 |
117.1.1.1.2.52 |
Semen |
31.5 |
Kg |
1.900,00 |
59.850,00 |
117.1.1.1.4.3 |
Pasir Kasar |
0.2086 |
M3 |
247.100,00 |
51.545,06 |
|
|
|
|
Jumlah |
1.955.095,06 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.1 |
AMP |
0.0201 |
jam |
9.100.600,00 |
182.922,05 |
123.2.2.1.2.3 |
Asphalt Finisher |
0.0386 |
jam |
1.315.400,00 |
50.774,44 |
123.2.2.1.2.24 |
Dump Truck |
0.004 |
jam |
513.600,00 |
2.054,40 |
123.2.2.1.2.30 |
Genset |
0.0201 |
jam |
825.800,00 |
16.598,58 |
123.2.2.1.2.44 |
Pneumatic Tyre Roller |
0.0109 |
jam |
653.700,00 |
7.125,33 |
123.2.2.1.2.49 |
Tandem Roller |
0.0317 |
jam |
699.100,00 |
22.161,47 |
123.2.2.1.2.64 |
Wheel Loader |
0.0096 |
jam |
844.500,00 |
8.107,20 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
291.143,48 |
|
|
|
|
Nilai HSPK |
2.249.869,34 |
| 2020 | 24.2.3.77 | Latasir Kelas A (SS-A) | ton | 2.249.869,34 | Tidak Dipakai | |
180 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.68 |
Semen untuk Lapis Pondasi Semen Tanah 1 |
|
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 |
0.3509 |
jam |
513.600,00 |
180.222,24 |
|
|
|
|
Jumlah |
180.222,24 |
|
|
|
|
Nilai HSPK |
2.232.357,08 |
| 2020 | 24.2.3.68 | Semen untuk Lapis Pondasi Semen Tanah 1 | ton | 2.232.357,08 | Tidak Dipakai | |