| 81 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.19 |
Instalasi 1 Titik Lampu PJU (Tarikan Udara) 10,5 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 |
10.5 |
meter |
585.700,00 |
6.149.850,00 |
|
|
|
|
Jumlah |
6.149.850,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
6.157.409,81 |
| 2020 | 24.2.2.19 | Instalasi 1 Titik Lampu PJU (Tarikan Udara) 10,5 m | M | 6.157.409,81 | Tidak Dipakai | |
| 82 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.58 |
Pekerjaan Pondasi Beton Bertulang (125 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.262 |
OH |
236.200,00 |
61.884,40 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.381.863,91 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
131.25 |
Kg |
16.900,00 |
2.218.125,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
0.4 |
Kg |
14.700,00 |
5.880,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.2 |
M3 |
6.403.200,00 |
1.280.640,02 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
1.5 |
Kg |
34.700,00 |
52.050,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
4.558.315,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
5.940.179,41 |
| 2020 | 24.1.4.58 | Pekerjaan Pondasi Beton Bertulang (125 kg besi + Bekisting) | M3 | 5.940.179,41 | Tidak Dipakai | |
| 83 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.54 |
Pemasangan Tiang Oktagonal 7 m Double 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: |
|
|
|
|
| 117.1.1.1.22.319 |
Tiang Oktagonal 7 m Double Hot Dipped Galvanized dengan Flenders |
1 |
batang |
5.396.700,00 |
5.396.700,00 |
|
|
|
|
Jumlah |
5.396.700,00 |
|
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 |
5.692.159,00 |
| 2020 | 24.2.2.54 | Pemasangan Tiang Oktagonal 7 m Double Hot Dipped Galvanized dengan Flenders | unit | 5.692.159,00 | Tidak Dipakai | |
| 84 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.52 |
Pemasangan Tiang Oktagonal 5 m Double 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: |
|
|
|
|
| 117.1.1.1.22.317 |
Tiang Oktagonal 5 m Double Hot Dipped Galvanized dengan Flenders |
1 |
batang |
5.396.700,00 |
5.396.700,00 |
|
|
|
|
Jumlah |
5.396.700,00 |
|
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 |
5.692.159,00 |
| 2020 | 24.2.2.52 | Pemasangan Tiang Oktagonal 5 m Double Hot Dipped Galvanized dengan Flenders | unit | 5.692.159,00 | Tidak Dipakai | |
| 85 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.56 |
Pemasangan Tiang Oktagonal 9 m Double 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: |
|
|
|
|
| 117.1.1.1.22.321 |
Tiang Oktagonal 9 m Double Hot Dipped Galvanized dengan Flenders |
1 |
batang |
5.396.700,00 |
5.396.700,00 |
|
|
|
|
Jumlah |
5.396.700,00 |
|
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 |
5.692.159,00 |
| 2020 | 24.2.2.56 | Pemasangan Tiang Oktagonal 9 m Double Hot Dipped Galvanized dengan Flenders | unit | 5.692.159,00 | Tidak Dipakai | |
| 86 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.59 |
Pekerjaan Pondasi Beton Bertulang (100 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.262 |
OH |
236.200,00 |
61.884,40 |
| 123.1.1.1.1.6 |
Mandor |
0.265 |
OH |
206.800,00 |
54.802,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
5.3 |
OH |
150.800,00 |
799.240,03 |
| 123.1.1.1.1.24 |
Tukang Batu |
0.275 |
OH |
177.500,00 |
48.812,50 |
| 123.1.1.1.1.25 |
Tukang Besi |
1.05 |
OH |
177.500,00 |
186.374,99 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.3 |
OH |
177.500,00 |
230.749,99 |
|
|
|
|
Jumlah |
1.381.863,91 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
8.4 |
Zak |
71.300,00 |
598.919,97 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.54 |
M3 |
180.100,00 |
97.254,00 |
| 117.1.1.1.5.38 |
Batu kerikil bersih (kerikil klas A Cor) |
0.81 |
M3 |
280.200,00 |
226.962,00 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
105 |
Kg |
16.900,00 |
1.774.500,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
0.4 |
Kg |
14.700,00 |
5.880,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.2 |
M3 |
6.403.200,00 |
1.280.640,02 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
1.5 |
Kg |
34.700,00 |
52.050,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
4.114.690,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
5.496.554,41 |
| 2020 | 24.1.4.59 | Pekerjaan Pondasi Beton Bertulang (100 kg besi + Bekisting) | M3 | 5.496.554,41 | Tidak Dipakai | |
| 87 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.47 |
Pemasangan Kusen Metal 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: |
|
|
|
|
| 117.1.1.1.22.385 |
Kusen Metal Type J 1 K |
1 |
unit |
4.402.200,00 |
4.402.200,00 |
|
|
|
|
Jumlah |
4.402.200,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
5.170.707,97 |
| 2020 | 24.1.10.47 | Pemasangan Kusen Metal Type J 1 K | unit | 5.170.707,97 | Tidak Dipakai | |
| 88 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.5.14 |
Tiang Bor Beton, diameter 1000 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 |
0.7854 |
M3 |
1.467.400,00 |
1.152.495,92 |
| 117.1.1.1.8.10 |
Baja Tulangan (Ulir) U32 |
117.81 |
Kg |
32.900,00 |
3.875.948,92 |
|
|
|
|
Jumlah |
5.028.444,84 |
|
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 |
0.1183 |
jam |
557.700,00 |
65.975,91 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
70.383,04 |
|
|
|
|
Nilai HSPK |
5.099.204,61 |
| 2020 | 24.2.5.14 | Tiang Bor Beton, diameter 1000 mm | M1 | 5.099.204,61 | Tidak Dipakai | |
| 89 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.8.2.37 |
Latasir Kelas A (SS-A) |
|
ton |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.1.6.1 |
Aspal Panas |
103 |
Kg |
13.500,00 |
1.390.500,00 |
| 20.1.1.2.1.2 |
Semen Mortar |
31.5 |
kilogram |
103.251,00 |
3.252.406,50 |
| 20.1.1.4.1.1 |
Pasir Urug |
0.2086 |
M3 |
264.236,00 |
55.119,63 |
| 20.1.1.4.1.7 |
Pasir Halus |
0.4171 |
M2 |
147.473,00 |
61.510,99 |
|
|
|
|
Jumlah |
4.759.537,12 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.004 |
jam |
69.200,00 |
276,80 |
| 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 |
0.0386 |
jam |
1.112.200,00 |
42.930,92 |
| 23.2.5.11.6.3 |
Sewa Pneumatic Tire Roller |
0.0109 |
jam |
234.200,00 |
2.552,78 |
| 23.2.5.11.6.4 |
Sewa Tandem Roller |
0.0317 |
jam |
281.000,00 |
8.907,70 |
| 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 |
142.641,31 |
|
|
|
|
Nilai HSPK |
4.902.178,43 |
| 2019 | 24.8.2.37 | Latasir Kelas A (SS-A) | ton | 4.902.178,43 | Tidak Dipakai | |
| 90 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.61 |
Pemasangan Kusen Metal 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: |
|
|
|
|
| 117.1.1.1.22.398 |
Kusen Metal type PJ 1 |
1 |
unit |
4.002.000,00 |
4.002.000,00 |
|
|
|
|
Jumlah |
4.002.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.888.739,98 |
| 2020 | 24.1.10.61 | Pemasangan Kusen Metal Type Pj 1 | unit | 4.888.739,98 | Tidak Dipakai | |
| 91 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.9.39 |
Pemasangan Talang Polakan Lebar 60 cm Seng BJLS 40 |
|
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 |
0.025 |
OH |
206.800,00 |
5.170,00 |
| 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 |
78.070,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.7.1 |
Seng Datar BJLS 40 0,2 60/m |
1 |
lembar |
133.400,00 |
133.400,00 |
| 117.1.1.1.22.237 |
Paku Asbes skrup 4 inchi |
35 |
buah |
133.400,00 |
4.669.000,00 |
|
|
|
|
Jumlah |
4.802.400,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.880.470,00 |
| 2020 | 24.1.9.39 | Pemasangan Talang Polakan Lebar 60 cm Seng BJLS 40 | M1 | 4.880.470,00 | Tidak Dipakai | |
| 92 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.40 |
Pemasangan Daun Pintu PVC |
|
buah |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.03 |
OH |
236.200,00 |
7.086,00 |
| 123.1.1.1.1.6 |
Mandor |
0.03 |
OH |
206.800,00 |
6.204,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
| 123.1.1.1.1.23 |
Tukang |
0.6 |
OH |
177.500,00 |
106.500,00 |
|
|
|
|
Jumlah |
210.270,01 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.156 |
Daun Pintu UPCV uk. 80 x 120 cm atau 90 x 210 cm Lengkap Terpang |
1 |
unit |
4.669.000,00 |
4.669.000,00 |
|
|
|
|
Jumlah |
4.669.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.879.270,01 |
| 2020 | 24.1.10.40 | Pemasangan Daun Pintu PVC | buah | 4.879.270,01 | Tidak Dipakai | |
| 93 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.8.7 |
Pemasangan Lantai Keramik ukuran 40x40 cm setara Essenza |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.035 |
OH |
236.200,00 |
8.267,00 |
| 123.1.1.1.1.6 |
Mandor |
0.035 |
OH |
206.800,00 |
7.238,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.7 |
OH |
150.800,00 |
105.560,00 |
| 123.1.1.1.1.23 |
Tukang |
0.35 |
OH |
177.500,00 |
62.125,00 |
|
|
|
|
Jumlah |
183.190,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.54 |
Semen PC / Kg |
10.4 |
Kg |
2.600,00 |
27.040,00 |
| 117.1.1.1.2.58 |
Semen Warna |
1.62 |
Zak |
114.800,00 |
185.976,00 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.045 |
M3 |
180.100,00 |
8.104,50 |
| 117.1.1.12.1.79 |
Keramik EZENZA 40 x 40 Cm |
6.5 |
kotak |
687.100,00 |
4.466.150,00 |
|
|
|
|
Jumlah |
4.687.270,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.870.460,50 |
| 2020 | 24.1.8.7 | Pemasangan Lantai Keramik ukuran 40x40 cm setara Essenza | M2 | 4.870.460,50 | Tidak Dipakai | |
| 94 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.20 |
Menanam Bordir Tanaman Tanaman Amarilis/Bakung Besar |
|
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: |
|
|
|
|
| 117.1.1.8.3.51 |
Amarilis / Bakung Besar |
100 |
Pohon |
46.700,00 |
4.670.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
4.676.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
4.742.526,00 |
| 2020 | 24.2.6.20 | Menanam Bordir Tanaman Tanaman Amarilis/Bakung Besar | M2 | 4.742.526,00 | Tidak Dipakai | |
| 95 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.84 |
Pemasangan Kusen Aluminium Type J 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.102 |
OH |
236.200,00 |
24.092,40 |
| 123.1.1.1.1.6 |
Mandor |
0.017 |
OH |
206.800,00 |
3.515,60 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
4.08 |
OH |
150.800,00 |
615.263,99 |
| 123.1.1.1.1.23 |
Tukang |
2.04 |
OH |
177.500,00 |
362.099,99 |
|
|
|
|
Jumlah |
1.004.971,98 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.345 |
Kusen Aluminium Tipe J 1 |
1 |
unit |
3.732.600,00 |
3.732.600,00 |
|
|
|
|
Jumlah |
3.732.600,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.737.571,98 |
| 2020 | 24.1.10.84 | Pemasangan Kusen Aluminium Type J 1 | unit | 4.737.571,98 | Tidak Dipakai | |
| 96 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.8.2.38 |
Latasir Kelas B (SS-B) |
|
ton |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.1.6.2 |
Aspal Panas |
92.7 |
Kg |
13.750,00 |
1.274.624,96 |
| 20.1.1.2.1.2 |
Semen Mortar |
31.5 |
kilogram |
103.251,00 |
3.252.406,50 |
| 20.1.1.4.1.1 |
Pasir Urug |
0.0139 |
M3 |
264.236,00 |
3.672,88 |
| 20.1.1.4.1.7 |
Pasir Halus |
0.0139 |
M2 |
147.473,00 |
2.049,87 |
|
|
|
|
Jumlah |
4.532.754,21 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0053 |
jam |
69.200,00 |
366,76 |
| 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 |
0.029 |
jam |
1.112.200,00 |
32.253,80 |
| 23.2.5.11.6.3 |
Sewa Pneumatic Tire Roller |
0.0082 |
jam |
234.200,00 |
1.920,44 |
| 23.2.5.11.6.4 |
Sewa Tandem Roller |
0.0238 |
jam |
281.000,00 |
6.687,80 |
| 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 |
129.201,91 |
|
|
|
|
Nilai HSPK |
4.661.956,12 |
| 2019 | 24.8.2.38 | Latasir Kelas B (SS-B) | ton | 4.661.956,12 | Tidak Dipakai | |
| 97 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.12.18 |
Kloset Duduk Porselen |
|
buah |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.16 |
OH |
236.200,00 |
37.792,00 |
| 123.1.1.1.1.6 |
Mandor |
0.16 |
OH |
206.800,00 |
33.088,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1.1 |
OH |
150.800,00 |
165.880,00 |
| 123.1.1.1.1.23 |
Tukang |
1.1 |
OH |
177.500,00 |
195.250,00 |
|
|
|
|
Jumlah |
432.010,01 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.54 |
Semen PC / Kg |
6 |
Kg |
2.600,00 |
15.600,00 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.01 |
M3 |
180.100,00 |
1.801,00 |
| 117.1.1.12.1.135 |
Closet Duduk Porselin ( komplit) |
1 |
buah |
4.190.100,00 |
4.190.100,00 |
|
|
|
|
Jumlah |
4.207.501,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.639.511,01 |
| 2020 | 24.1.12.18 | Kloset Duduk Porselen | buah | 4.639.511,01 | Tidak Dipakai | |
| 98 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.2.23 |
brojong dengan kawat yang dilapisi galvanis |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
1.1 |
M3 |
487.900,00 |
536.690,01 |
| 20.1.1.35.2.7 |
kawat bronjong galvanis |
15 |
M2 |
266.800,00 |
4.002.000,00 |
|
|
|
|
Jumlah |
4.538.690,01 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
21.300,00 |
|
|
|
|
Nilai HSPK |
4.559.990,01 |
| 2019 | 24.3.2.23 | brojong dengan kawat yang dilapisi galvanis | M3 | 4.559.990,01 | Tidak Dipakai | |
| 99 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.18 |
Intalasi 1 Titik Lampu PJU (Tarikan Udara) 7,5 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 |
7.5 |
meter |
585.700,00 |
4.392.750,00 |
|
|
|
|
Jumlah |
4.392.750,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.400.309,81 |
| 2020 | 24.2.2.18 | Intalasi 1 Titik Lampu PJU (Tarikan Udara) 7,5 m | M | 4.400.309,81 | Tidak Dipakai | |
| 100 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.53 |
Pemasangan Tiang Oktagonal 7 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: |
|
|
|
|
| 117.1.1.1.22.320 |
Tiang Oktagonal 7 m Single Hot Dipped Galvanized dengan Flenders |
1 |
batang |
4.094.100,00 |
4.094.100,00 |
|
|
|
|
Jumlah |
4.094.100,00 |
|
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 |
4.389.559,00 |
| 2020 | 24.2.2.53 | Pemasangan Tiang Oktagonal 7 m Single Hot Dipped Galvanized dengan Flenders | unit | 4.389.559,00 | Tidak Dipakai | |
