| 41 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.37 |
Menanam Bordir Tanaman Tanaman Krokot Hijau |
|
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: |
|
|
|
|
| 117.1.1.8.3.200 |
Krokot Hijau |
100 |
Polibeg |
200.100,00 |
20.010.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
20.016.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
20.082.526,00 |
| 2020 | 24.2.6.37 | Menanam Bordir Tanaman Tanaman Krokot Hijau | M2 | 20.082.526,00 | Tidak Dipakai | |
| 42 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.9.2 |
Pemasangan Konstruksi Kuda-Kuda Konvensional Kayu Kelas II bentang 6 m. |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
1.2 |
OH |
236.200,00 |
283.440,01 |
| 123.1.1.1.1.6 |
Mandor |
0.2 |
OH |
206.800,00 |
41.360,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
4 |
OH |
150.800,00 |
603.200,00 |
| 123.1.1.1.1.23 |
Tukang |
12 |
OH |
177.500,00 |
2.130.000,00 |
|
|
|
|
Jumlah |
3.058.000,01 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.86 |
Papan/ Kaso Kayu Kelas II |
1.1 |
M3 |
14.567.300,00 |
16.024.030,35 |
| 117.1.1.1.22.236 |
Paku 4 inchi |
5.6 |
Kg |
24.100,00 |
134.960,00 |
|
|
|
|
Jumlah |
16.158.990,35 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
19.216.990,36 |
| 2020 | 24.1.9.2 | Pemasangan Konstruksi Kuda-Kuda Konvensional Kayu Kelas II bentang 6 m. | M3 | 19.216.990,36 | Tidak Dipakai | |
| 43 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.60 |
pemasangan batu |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
151.2 |
kilogram |
103.251,00 |
15.611.550,88 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.4362 |
M3 |
243.000,00 |
105.996,60 |
| 20.1.1.5.7.19 |
Batu Kali |
1.26 |
M3 |
254.462,00 |
320.622,12 |
|
|
|
|
Jumlah |
16.038.169,60 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0014 |
jam |
69.200,00 |
96,88 |
| 23.2.5.11.9.1 |
Sewa Concrete Mixer |
0.6849 |
jam |
69.200,00 |
47.395,08 |
|
|
|
|
Jumlah |
47.491,96 |
|
|
|
|
Nilai HSPK |
16.085.661,56 |
| 2019 | 24.3.1.60 | pemasangan batu | M3 | 16.085.661,56 | Tidak Dipakai | |
| 44 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.23 |
Instalasi 1 Titik Lampu (Tarikan Udara) 26,5 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 |
26.5 |
meter |
585.700,00 |
15.521.050,00 |
|
|
|
|
Jumlah |
15.521.050,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
15.528.609,81 |
| 2020 | 24.2.2.23 | Instalasi 1 Titik Lampu (Tarikan Udara) 26,5 m | M | 15.528.609,81 | Tidak Dipakai | |
| 45 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.13.4 |
Pekerjaan Pembuatan Pagar Besi Model PMG 1.5 m x 2,4 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 |
0.45 |
Kg |
50.700,00 |
22.815,00 |
| 117.1.1.1.16.12 |
Plat Besi/Baja 244 x 122, tebal 1,8 mm |
22.608 |
Lonjor |
628.500,00 |
14.209.127,88 |
|
|
|
|
Jumlah |
14.231.942,87 |
|
Sewa Peralatan: |
|
|
|
|
| 117.1.1.1.22.223 |
Pabrikasi/Elektroda Baja(20%) |
3.6 |
M2 |
46.900,00 |
168.840,00 |
|
|
|
|
Jumlah |
168.840,00 |
|
|
|
|
Nilai HSPK |
15.439.022,89 |
| 2020 | 24.1.13.4 | Pekerjaan Pembuatan Pagar Besi Model PMG 1.5 m x 2,4 m | panel | 15.439.022,89 | Tidak Dipakai | |
| 46 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.13.5 |
Pekerjaan Pembuatan Pagar Besi Model PMG 1,2 m x 2,4 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 |
0.36 |
Kg |
50.700,00 |
18.252,00 |
| 117.1.1.1.16.12 |
Plat Besi/Baja 244 x 122, tebal 1,8 mm |
22.608 |
Lonjor |
628.500,00 |
14.209.127,88 |
|
|
|
|
Jumlah |
14.227.379,88 |
|
Sewa Peralatan: |
|
|
|
|
| 117.1.1.1.22.223 |
Pabrikasi/Elektroda Baja(20%) |
2.88 |
M2 |
46.900,00 |
135.072,01 |
|
|
|
|
Jumlah |
135.072,01 |
|
|
|
|
Nilai HSPK |
15.400.691,90 |
| 2020 | 24.1.13.5 | Pekerjaan Pembuatan Pagar Besi Model PMG 1,2 m x 2,4 m | panel | 15.400.691,90 | Tidak Dipakai | |
| 47 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.1.11 |
Pekerjaan Pemasangan Batu Kali Belah (1 Pc : 3 Ps) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.075 |
Orang Hari |
28.000,00 |
2.100,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.075 |
Orang Hari |
32.000,00 |
2.400,00 |
| 23.2.4.1.3.1 |
Tukang |
0.75 |
Orang Hari |
24.000,00 |
18.000,00 |
| 23.2.4.1.5.1 |
Tenaga Kasar |
1.5 |
Orang Hari |
110.000,00 |
165.000,00 |
|
|
|
|
Jumlah |
187.500,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.2.1 |
Semen PC |
202 |
Zak |
69.100,00 |
13.958.200,00 |
| 20.1.1.4.3.1 |
Pasir Pasang |
0.485 |
M3 |
225.100,00 |
109.173,50 |
| 20.1.1.5.3.1 |
Batu Kali Belah |
1.2 |
0,6M3 |
448.100,00 |
537.720,02 |
|
|
|
|
Jumlah |
14.605.093,52 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
14.792.593,52 |
| 2019 | 24.2.1.11 | Pekerjaan Pemasangan Batu Kali Belah (1 Pc : 3 Ps) | M3 | 14.792.593,52 | Tidak Dipakai | |
| 48 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.27 |
Menanam Bordir Tanaman Tanaman Dracaena |
|
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: |
|
|
|
|
| 117.1.1.8.3.153 |
Dracaena |
100 |
Polibeg |
133.400,00 |
13.340.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
13.346.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
13.412.526,00 |
| 2020 | 24.2.6.27 | Menanam Bordir Tanaman Tanaman Dracaena | M2 | 13.412.526,00 | Tidak Dipakai | |
| 49 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.9.20 |
Pemasangan Genteng Kaca |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.008 |
OH |
236.200,00 |
1.889,60 |
| 123.1.1.1.1.6 |
Mandor |
0.008 |
OH |
206.800,00 |
1.654,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.15 |
OH |
150.800,00 |
22.620,00 |
| 123.1.1.1.1.23 |
Tukang |
0.075 |
OH |
177.500,00 |
13.312,50 |
|
|
|
|
Jumlah |
39.476,50 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.14.15 |
Genteng Kaca Beton |
25 |
buah |
533.600,00 |
13.340.000,00 |
|
|
|
|
Jumlah |
13.340.000,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
13.379.476,50 |
| 2020 | 24.1.9.20 | Pemasangan Genteng Kaca | M2 | 13.379.476,50 | Tidak Dipakai | |
| 50 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.68 |
Pekerjaan Kolom Beton Bertulang (300 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.403 |
OH |
236.200,00 |
95.188,60 |
| 123.1.1.1.1.6 |
Mandor |
0.353 |
OH |
206.800,00 |
73.000,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
7.05 |
OH |
150.800,00 |
1.063.140,03 |
| 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 |
2.1 |
OH |
177.500,00 |
372.749,98 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.65 |
OH |
177.500,00 |
292.875,00 |
|
|
|
|
Jumlah |
1.945.766,50 |
|
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 |
315 |
Kg |
16.900,00 |
5.323.500,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
2 |
Kg |
14.700,00 |
29.400,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.55 |
M3 |
6.403.200,00 |
3.521.760,08 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
3.5 |
lembar |
133.400,00 |
466.900,00 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
4 |
Kg |
34.700,00 |
138.800,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
4.5 |
Kg |
34.882,00 |
156.969,00 |
|
|
|
|
Jumlah |
11.094.465,05 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
13.040.231,56 |
| 2020 | 24.1.4.68 | Pekerjaan Kolom Beton Bertulang (300 kg besi + Bekisting) | M3 | 13.040.231,56 | Tidak Dipakai | |
| 51 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.61 |
pasangan batu |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
121.2 |
kilogram |
103.251,00 |
12.514.020,88 |
| 20.1.1.4.1.1 |
Pasir Urug |
0.4362 |
M3 |
264.236,00 |
115.259,74 |
| 20.1.1.5.7.19 |
Batu Kali |
1.26 |
M3 |
254.462,00 |
320.622,12 |
|
|
|
|
Jumlah |
12.949.902,74 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0014 |
jam |
69.200,00 |
96,88 |
| 23.2.5.11.9.1 |
Sewa Concrete Mixer |
0.6849 |
jam |
69.200,00 |
47.395,08 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
68.791,96 |
|
|
|
|
Nilai HSPK |
13.018.694,70 |
| 2019 | 24.3.1.61 | pasangan batu | M3 | 13.018.694,70 | Tidak Dipakai | |
| 52 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.1.12 |
Pekerjaan Pemasangan Batu Kali Belah (1 Pc : 4 Ps) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.075 |
Orang Hari |
28.000,00 |
2.100,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.075 |
Orang Hari |
32.000,00 |
2.400,00 |
| 23.2.4.1.3.1 |
Tukang |
0.75 |
Orang Hari |
24.000,00 |
18.000,00 |
| 23.2.4.1.5.1 |
Tenaga Kasar |
1.5 |
Orang Hari |
110.000,00 |
165.000,00 |
|
|
|
|
Jumlah |
187.500,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.2.1 |
Semen PC |
163 |
Zak |
69.100,00 |
11.263.300,00 |
| 20.1.1.4.3.1 |
Pasir Pasang |
0.52 |
M3 |
225.100,00 |
117.052,00 |
| 20.1.1.5.3.1 |
Batu Kali Belah |
1.2 |
0,6M3 |
448.100,00 |
537.720,02 |
|
|
|
|
Jumlah |
11.918.072,02 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
12.105.572,02 |
| 2019 | 24.2.1.12 | Pekerjaan Pemasangan Batu Kali Belah (1 Pc : 4 Ps) | M3 | 12.105.572,02 | Tidak Dipakai | |
| 53 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.5.16 |
Pasangan Batu Kali |
|
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 |
0.7828 |
OH |
150.800,00 |
118.046,24 |
| 123.1.1.1.1.23 |
Tukang |
0.1957 |
OH |
177.500,00 |
34.736,75 |
|
|
|
|
Jumlah |
173.008,03 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.53 |
Semen (Pc) |
151.2 |
Zak |
71.300,00 |
10.780.559,78 |
| 117.1.1.1.4.1 |
Pasir |
0.4362 |
M3 |
247.100,00 |
107.785,02 |
| 117.1.1.1.5.86 |
Batu Kali |
1.26 |
M3 |
400.200,00 |
504.252,00 |
|
|
|
|
Jumlah |
11.392.596,80 |
|
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 |
11.724.034,85 |
| 2020 | 24.2.5.16 | Pasangan Batu Kali | M3 | 11.724.034,85 | Tidak Dipakai | |
| 54 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.69 |
Pekerjaan Kolom Beton Bekisting (200 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.403 |
OH |
236.200,00 |
95.188,60 |
| 123.1.1.1.1.6 |
Mandor |
0.353 |
OH |
206.800,00 |
73.000,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
7.05 |
OH |
150.800,00 |
1.063.140,03 |
| 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 |
2.1 |
OH |
177.500,00 |
372.749,98 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.65 |
OH |
177.500,00 |
292.875,00 |
|
|
|
|
Jumlah |
1.945.766,50 |
|
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 |
210 |
Kg |
16.900,00 |
3.549.000,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
2 |
Kg |
14.700,00 |
29.400,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.55 |
M3 |
6.403.200,00 |
3.521.760,08 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
3.5 |
lembar |
133.400,00 |
466.900,00 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
4 |
Kg |
34.700,00 |
138.800,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
4.5 |
Kg |
34.882,00 |
156.969,00 |
|
|
|
|
Jumlah |
9.319.965,05 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
11.265.731,56 |
| 2020 | 24.1.4.69 | Pekerjaan Kolom Beton Bekisting (200 kg besi + Bekisting) | M3 | 11.265.731,56 | Tidak Dipakai | |
| 55 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.22 |
Instalasi 1 Titik Lampu PJU (Tarikan Udara) 18 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 |
18 |
meter |
585.700,00 |
10.542.600,00 |
|
|
|
|
Jumlah |
10.542.600,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
10.550.159,81 |
| 2020 | 24.2.2.22 | Instalasi 1 Titik Lampu PJU (Tarikan Udara) 18 m | M | 10.550.159,81 | Tidak Dipakai | |
| 56 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.70 |
Pekerjaan Kolom Beton Bertulang (150 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.403 |
OH |
236.200,00 |
95.188,60 |
| 123.1.1.1.1.6 |
Mandor |
0.353 |
OH |
206.800,00 |
73.000,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
7.05 |
OH |
150.800,00 |
1.063.140,03 |
| 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 |
2.1 |
OH |
177.500,00 |
372.749,98 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.65 |
OH |
177.500,00 |
292.875,00 |
|
|
|
|
Jumlah |
1.945.766,50 |
|
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 |
157.5 |
Kg |
16.900,00 |
2.661.750,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
2 |
Kg |
14.700,00 |
29.400,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.55 |
M3 |
6.403.200,00 |
3.521.760,08 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
3.5 |
lembar |
133.400,00 |
466.900,00 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
4 |
Kg |
34.700,00 |
138.800,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
4.5 |
Kg |
34.882,00 |
156.969,00 |
|
|
|
|
Jumlah |
8.432.715,05 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
10.378.481,56 |
| 2020 | 24.1.4.70 | Pekerjaan Kolom Beton Bertulang (150 kg besi + Bekisting) | M3 | 10.378.481,56 | Tidak Dipakai | |
| 57 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.9.3 |
Pemasangan Konstruksi Kuda-Kuda Konvensional Kayu Kelas III bentang 6 m. |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
1.2 |
OH |
236.200,00 |
283.440,01 |
| 123.1.1.1.1.6 |
Mandor |
0.2 |
OH |
206.800,00 |
41.360,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
4 |
OH |
150.800,00 |
603.200,00 |
| 123.1.1.1.1.23 |
Tukang |
12 |
OH |
177.500,00 |
2.130.000,00 |
|
|
|
|
Jumlah |
3.058.000,01 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
1.1 |
M3 |
6.403.200,00 |
7.043.520,15 |
| 117.1.1.1.22.236 |
Paku 4 inchi |
5.6 |
Kg |
24.100,00 |
134.960,00 |
|
|
|
|
Jumlah |
7.178.480,15 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
10.236.480,16 |
| 2020 | 24.1.9.3 | Pemasangan Konstruksi Kuda-Kuda Konvensional Kayu Kelas III bentang 6 m. | M3 | 10.236.480,16 | Tidak Dipakai | |
| 58 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.64 |
Pekerjaan Balok Beton Bertulang (200 kg besi + Bekisting) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.333 |
OH |
236.200,00 |
78.654,60 |
| 123.1.1.1.1.6 |
Mandor |
0.318 |
OH |
206.800,00 |
65.762,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
6.35 |
OH |
150.800,00 |
957.579,99 |
| 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 |
1.4 |
OH |
177.500,00 |
248.500,00 |
| 123.1.1.1.1.28 |
Tukang Kayu |
1.65 |
OH |
177.500,00 |
292.875,00 |
|
|
|
|
Jumlah |
1.692.184,48 |
|
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 |
210 |
Kg |
16.900,00 |
3.549.000,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
16 |
batang |
26.700,00 |
427.200,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.46 |
M3 |
6.403.200,00 |
2.945.472,05 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
3 |
Kg |
34.882,00 |
104.646,00 |
|
|
|
|
Jumlah |
8.457.534,03 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
10.149.718,50 |
| 2020 | 24.1.4.64 | Pekerjaan Balok Beton Bertulang (200 kg besi + Bekisting) | M3 | 10.149.718,50 | Tidak Dipakai | |
| 59 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.6.14 |
Dinding bata ringan tebal 10 cm |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.13 |
OH |
236.200,00 |
30.706,00 |
| 123.1.1.1.1.6 |
Mandor |
0.003 |
OH |
206.800,00 |
620,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.671 |
OH |
150.800,00 |
101.186,80 |
| 123.1.1.1.1.23 |
Tukang |
0.3 |
OH |
177.500,00 |
53.250,00 |
|
|
|
|
Jumlah |
185.763,20 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.12 |
Semen Mortar |
0.063 |
Kg |
9.000,00 |
567,00 |
| 117.1.1.1.5.27 |
Batu Beton Ringan uk. 10x20x60 |
8.4 |
buah |
1.133.900,00 |
9.524.759,57 |
|
|
|
|
Jumlah |
9.525.326,57 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
9.711.089,77 |
| 2020 | 24.1.6.14 | Dinding bata ringan tebal 10 cm | M2 | 9.711.089,77 | Tidak Dipakai | |
| 60 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.4.73 |
Pekerjaan Dinding Beton Bertulang (200 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 |
210 |
Kg |
16.900,00 |
3.549.000,00 |
| 117.1.1.1.21.3 |
Minyak Bekesting |
1.6 |
Kg |
14.700,00 |
23.520,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
20 |
batang |
26.700,00 |
534.000,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.4 |
M3 |
6.403.200,00 |
2.561.280,04 |
| 117.1.1.1.22.95 |
Polywood # 9 ukuran 120 x 240 |
2.8 |
lembar |
133.400,00 |
373.519,99 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
3.2 |
Kg |
34.700,00 |
111.040,00 |
| 117.1.1.1.22.542 |
Kawat Beton |
2.25 |
Kg |
34.882,00 |
78.484,50 |
|
|
|
|
Jumlah |
8.153.980,51 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
9.535.844,42 |
| 2020 | 24.1.4.73 | Pekerjaan Dinding Beton Bertulang (200 kg besi + Bekisting) | M3 | 9.535.844,42 | Tidak Dipakai | |
