| 141 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.13 |
Beton mutu rendah fc’= 10 Mpa |
|
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 |
0.1957 |
OH |
150.800,00 |
29.511,56 |
| 123.1.1.1.1.23 |
Tukang |
0.3914 |
OH |
177.500,00 |
69.473,50 |
|
|
|
|
Jumlah |
119.210,10 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.52 |
Semen |
311.06 |
Kg |
1.900,00 |
591.014,00 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
0.9053 |
M3 |
278.900,00 |
252.488,18 |
| 117.1.1.1.4.2 |
Pasir Beton |
0.5113 |
M3 |
247.100,00 |
126.342,24 |
| 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 |
2.633.164,43 |
|
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 |
0.0382 |
jam |
525.600,00 |
20.077,92 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
177.772,10 |
|
|
|
|
Nilai HSPK |
2.930.146,63 |
| 2020 | 24.2.4.13 | Beton mutu rendah fc’= 10 Mpa | M3 | 2.930.146,63 | Tidak Dipakai | |
| 142 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.21 |
Beton Plat Deck K350 (fc' 30 Mpa); (100x145x7) |
|
buah |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.1006 |
OH |
206.800,00 |
20.804,08 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1.006 |
OH |
150.800,00 |
151.704,81 |
| 123.1.1.1.1.23 |
Tukang |
0.1006 |
OH |
177.500,00 |
17.856,50 |
|
|
|
|
Jumlah |
190.365,39 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.51 |
Pracetak K 350 |
0.31 |
M3 |
3.514.200,00 |
1.089.402,01 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
55.8 |
Kg |
16.900,00 |
943.019,99 |
|
|
|
|
Jumlah |
2.032.422,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.23 |
Crane 80 Ton |
0.7042 |
jam |
951.200,00 |
669.835,07 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
671.235,07 |
|
|
|
|
Nilai HSPK |
2.894.022,45 |
| 2020 | 24.2.4.21 | Beton Plat Deck K350 (fc' 30 Mpa); (100x145x7) | buah | 2.894.022,45 | Tidak Dipakai | |
| 143 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.19 |
Beton Diafragma Tepi 125x124x20 |
|
buah |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.1006 |
OH |
206.800,00 |
20.804,08 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1.006 |
OH |
150.800,00 |
151.704,81 |
| 123.1.1.1.1.23 |
Tukang |
0.1006 |
OH |
177.500,00 |
17.856,50 |
|
|
|
|
Jumlah |
190.365,39 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.51 |
Pracetak K 350 |
0.31 |
M3 |
3.514.200,00 |
1.089.402,01 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
55.8 |
Kg |
16.900,00 |
943.019,99 |
|
|
|
|
Jumlah |
2.032.422,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.23 |
Crane 80 Ton |
0.7042 |
jam |
951.200,00 |
669.835,07 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
671.235,07 |
|
|
|
|
Nilai HSPK |
2.894.022,45 |
| 2020 | 24.2.4.19 | Beton Diafragma Tepi 125x124x20 | buah | 2.894.022,45 | Tidak Dipakai | |
| 144 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.15 |
Beton K250 (fc’ 20) untuk struktur drainase Beton minor |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0164 |
OH |
206.800,00 |
3.391,52 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.5737 |
OH |
150.800,00 |
86.513,96 |
| 123.1.1.1.1.23 |
Tukang |
0.1147 |
OH |
177.500,00 |
20.359,25 |
|
|
|
|
Jumlah |
110.264,73 |
|
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 |
2.888.018,72 |
| 2020 | 24.2.3.15 | Beton K250 (fc’ 20) untuk struktur drainase Beton minor | M3 | 2.888.018,72 | Tidak Dipakai | |
| 145 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.14 |
Saluran berbentuk U Tipe DS 3 |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0164 |
OH |
206.800,00 |
3.391,52 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.5737 |
OH |
150.800,00 |
86.513,96 |
| 123.1.1.1.1.23 |
Tukang |
0.1147 |
OH |
177.500,00 |
20.359,25 |
|
|
|
|
Jumlah |
110.264,73 |
|
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 |
2.888.018,72 |
| 2020 | 24.2.3.14 | Saluran berbentuk U Tipe DS 3 | M1 | 2.888.018,72 | Tidak Dipakai | |
| 146 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.13 |
Saluran berbentuk U Tipe DS 2 (@panjang 3 meter) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.0164 |
OH |
206.800,00 |
3.391,52 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.5737 |
OH |
150.800,00 |
86.513,96 |
| 123.1.1.1.1.23 |
Tukang |
0.1147 |
OH |
177.500,00 |
20.359,25 |
|
|
|
|
Jumlah |
110.264,73 |
|
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 |
2.888.018,72 |
| 2020 | 24.2.3.13 | Saluran berbentuk U Tipe DS 2 (@panjang 3 meter) | M1 | 2.888.018,72 | Tidak Dipakai | |
| 147 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.88 |
Pemasangan Kusen Aluminium Type J 3 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.06 |
OH |
236.200,00 |
14.172,00 |
| 123.1.1.1.1.6 |
Mandor |
0.01 |
OH |
206.800,00 |
2.068,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.4 |
OH |
150.800,00 |
361.920,01 |
| 123.1.1.1.1.23 |
Tukang |
1.2 |
OH |
177.500,00 |
213.000,01 |
|
|
|
|
Jumlah |
591.160,02 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.349 |
Kusen Aluminium Tipe J 3 |
1 |
unit |
2.273.200,00 |
2.273.200,00 |
|
|
|
|
Jumlah |
2.273.200,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.864.360,02 |
| 2020 | 24.1.10.88 | Pemasangan Kusen Aluminium Type J 3 | unit | 2.864.360,02 | Tidak Dipakai | |
| 148 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.101 |
Pemasangan Kusen Aluminium Type V 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.063 |
OH |
236.200,00 |
14.880,60 |
| 123.1.1.1.1.6 |
Mandor |
0.0105 |
OH |
206.800,00 |
2.171,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.52 |
OH |
150.800,00 |
380.016,00 |
| 123.1.1.1.1.23 |
Tukang |
1.26 |
OH |
177.500,00 |
223.650,00 |
|
|
|
|
Jumlah |
620.718,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.362 |
Kusen Aluminium Tipe V 1 |
1 |
unit |
2.223.800,00 |
2.223.800,00 |
|
|
|
|
Jumlah |
2.223.800,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.844.518,00 |
| 2020 | 24.1.10.101 | Pemasangan Kusen Aluminium Type V 1 | unit | 2.844.518,00 | Tidak Dipakai | |
| 149 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.20 |
Beton Diafragma Tepi 125x161x15 |
|
buah |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.1006 |
OH |
206.800,00 |
20.804,08 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1.006 |
OH |
150.800,00 |
151.704,81 |
| 123.1.1.1.1.23 |
Tukang |
0.1006 |
OH |
177.500,00 |
17.856,50 |
|
|
|
|
Jumlah |
190.365,39 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.51 |
Pracetak K 350 |
0.3 |
M3 |
3.514.200,00 |
1.054.260,04 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
54 |
Kg |
16.900,00 |
912.600,00 |
|
|
|
|
Jumlah |
1.966.860,04 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.23 |
Crane 80 Ton |
0.7042 |
jam |
951.200,00 |
669.835,07 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
671.235,07 |
|
|
|
|
Nilai HSPK |
2.828.460,49 |
| 2020 | 24.2.4.20 | Beton Diafragma Tepi 125x161x15 | buah | 2.828.460,49 | Tidak Dipakai | |
| 150 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.49 |
Pemasangan Kusen Metal Type J 2 K |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.054 |
OH |
236.200,00 |
12.754,80 |
| 123.1.1.1.1.6 |
Mandor |
0.009 |
OH |
206.800,00 |
1.861,20 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.16 |
OH |
150.800,00 |
325.728,01 |
| 123.1.1.1.1.23 |
Tukang |
1.08 |
OH |
177.500,00 |
191.700,01 |
|
|
|
|
Jumlah |
532.044,02 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.383 |
Kusen Metal Tipe J 2 K |
1 |
unit |
2.281.200,00 |
2.281.200,00 |
|
|
|
|
Jumlah |
2.281.200,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.813.244,02 |
| 2020 | 24.1.10.49 | Pemasangan Kusen Metal Type J 2 K | unit | 2.813.244,02 | Tidak Dipakai | |
| 151 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.7 |
Gorong-gorong Pipa Beton Bertulang, diameter dalam 95 - 105 cm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.6 |
Mandor |
0.1 |
OH |
206.800,00 |
20.680,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.8 |
OH |
150.800,00 |
120.640,00 |
| 123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
159.070,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.21 |
Beton Cor K 300 |
0.4084 |
M3 |
1.534.100,00 |
626.526,44 |
| 117.1.1.1.4.14 |
Tanah Merah/ Timbun |
2.31 |
M3 |
333.500,00 |
770.384,98 |
| 117.1.1.1.14.32 |
Besi Beton Polos |
44.924 |
Kg |
16.900,00 |
759.215,60 |
| 117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.4158 |
M3 |
491.200,00 |
204.240,96 |
|
|
|
|
Jumlah |
2.360.367,98 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.29 |
Flat Bed Truck |
0.1004 |
jam |
844.500,00 |
84.787,80 |
| 123.2.2.1.2.48 |
Tamper |
2.878 |
jam |
68.100,00 |
195.991,80 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
282.179,60 |
|
|
|
|
Nilai HSPK |
2.801.617,58 |
| 2020 | 24.2.3.7 | Gorong-gorong Pipa Beton Bertulang, diameter dalam 95 - 105 cm | M1 | 2.801.617,58 | Tidak Dipakai | |
| 152 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.71 |
Pemasangan Kusen Metal Jendela Tipe 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.0558 |
OH |
236.200,00 |
13.179,96 |
| 123.1.1.1.1.6 |
Mandor |
0.0093 |
OH |
206.800,00 |
1.923,24 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.232 |
OH |
150.800,00 |
336.585,62 |
| 123.1.1.1.1.23 |
Tukang |
1.116 |
OH |
177.500,00 |
198.090,01 |
|
|
|
|
Jumlah |
549.778,83 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.370 |
Kusen Metal Jendela Tipe 1 |
1 |
unit |
2.242.500,00 |
2.242.500,00 |
|
|
|
|
Jumlah |
2.242.500,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.792.278,83 |
| 2020 | 24.1.10.71 | Pemasangan Kusen Metal Jendela Tipe 1 | unit | 2.792.278,83 | Tidak Dipakai | |
| 153 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.54 |
Pemasangan Kusen Metal Type P 1 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.0492 |
OH |
236.200,00 |
11.621,04 |
| 123.1.1.1.1.6 |
Mandor |
0.0082 |
OH |
206.800,00 |
1.695,76 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1.968 |
OH |
150.800,00 |
296.774,41 |
| 123.1.1.1.1.23 |
Tukang |
0.984 |
OH |
177.500,00 |
174.660,00 |
|
|
|
|
Jumlah |
484.751,21 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.391 |
Kusen Metal Type P 1 |
1 |
unit |
2.267.800,00 |
2.267.800,00 |
|
|
|
|
Jumlah |
2.267.800,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.752.551,21 |
| 2020 | 24.1.10.54 | Pemasangan Kusen Metal Type P 1 | unit | 2.752.551,21 | Tidak Dipakai | |
| 154 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.6.53 |
Menanam Bordir Tanaman Tanaman Sensivera 25cm |
|
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: |
|
|
|
|
| 117.1.1.8.3.315 |
Sansivera 25cm |
100 |
Polibeg |
26.700,00 |
2.670.000,00 |
| 132.4.1.1.3.59 |
Tanah Humus/ Hitam |
0.02 |
M3 |
333.500,00 |
6.670,00 |
|
|
|
|
Jumlah |
2.676.670,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
2.742.526,00 |
| 2020 | 24.2.6.53 | Menanam Bordir Tanaman Tanaman Sensivera 25cm | M2 | 2.742.526,00 | Tidak Dipakai | |
| 155 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.50 |
Pemasangan Kusen Metal Type J 3 |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.06 |
OH |
236.200,00 |
14.172,00 |
| 123.1.1.1.1.6 |
Mandor |
0.01 |
OH |
206.800,00 |
2.068,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.4 |
OH |
150.800,00 |
361.920,01 |
| 123.1.1.1.1.23 |
Tukang |
1.2 |
OH |
177.500,00 |
213.000,01 |
|
|
|
|
Jumlah |
591.160,02 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.387 |
Kusen Metal Type J 3 |
1 |
unit |
2.134.400,00 |
2.134.400,00 |
|
|
|
|
Jumlah |
2.134.400,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.725.560,02 |
| 2020 | 24.1.10.50 | Pemasangan Kusen Metal Type J 3 | unit | 2.725.560,02 | Tidak Dipakai | |
| 156 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.43 |
Pemasangan Lampu HPS 150 W/220 V Lengkap Armateur, Balast, Ignitor & Capasitor |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.25 |
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: |
|
|
|
|
| 117.1.2.11.2.95 |
Armature Lampu HPS 150 W |
1 |
set |
2.423.100,00 |
2.423.100,00 |
|
|
|
|
Jumlah |
2.423.100,00 |
|
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 |
2.642.075,00 |
| 2020 | 24.2.2.43 | Pemasangan Lampu HPS 150 W/220 V Lengkap Armateur, Balast, Ignitor & Capasitor | unit | 2.642.075,00 | Tidak Dipakai | |
| 157 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.96 |
lataston lapis pondasi (JRS-Base) (gradasi se total harga (Rp.) |
|
ton |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.1.6.2 |
Aspal Panas |
61.8 |
Kg |
13.750,00 |
849.749,99 |
| 20.1.1.2.1.2 |
Semen Mortar |
15.75 |
kilogram |
103.251,00 |
1.626.203,25 |
| 20.1.1.4.1.7 |
Pasir Halus |
0.2958 |
M2 |
147.473,00 |
43.622,51 |
|
|
|
|
Jumlah |
2.519.575,75 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.1205 |
jam |
69.200,00 |
8.338,60 |
| 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 |
0.0041 |
jam |
1.112.200,00 |
4.560,02 |
| 23.2.5.11.6.3 |
Sewa Pneumatic Tire Roller |
0.0049 |
jam |
234.200,00 |
1.147,58 |
| 23.2.5.11.6.4 |
Sewa Tandem Roller |
0.0158 |
jam |
281.000,00 |
4.439,80 |
| 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 |
106.459,11 |
|
|
|
|
Nilai HSPK |
2.626.034,86 |
| 2019 | 24.3.1.96 | lataston lapis pondasi (JRS-Base) (gradasi se total harga (Rp.) | ton | 2.626.034,86 | Tidak Dipakai | |
| 158 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.5.1.28 |
pemasangan 1 m2 dinding keramik ukuran 20 x 25 cm |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.045 |
Orang Hari |
28.000,00 |
1.260,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.045 |
Orang Hari |
32.000,00 |
1.440,00 |
| 23.2.4.1.3.1 |
Tukang |
0.45 |
Orang Hari |
24.000,00 |
10.800,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
0.9 |
Orang Hari |
110.000,00 |
99.000,00 |
|
|
|
|
Jumlah |
112.500,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.2.1 |
Semen PC |
9.3 |
Zak |
69.100,00 |
642.630,01 |
| 20.1.1.2.3.1 |
Semen Berwarna |
1.94 |
Kg |
12.500,00 |
24.250,00 |
| 20.1.1.4.3.1 |
Pasir Pasang |
0.018 |
M3 |
225.100,00 |
4.051,80 |
| 20.1.1.22.2.2 |
Keramik Lantai Bermotif |
21 |
M2 |
84.800,00 |
1.780.800,00 |
|
|
|
|
Jumlah |
2.451.731,81 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.564.231,81 |
| 2019 | 24.5.1.28 | pemasangan 1 m2 dinding keramik ukuran 20 x 25 cm | M2 | 2.564.231,81 | Tidak Dipakai | |
| 159 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.87 |
Pemasangan Kusen Aluminium Type J 2 K |
|
unit |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.054 |
OH |
236.200,00 |
12.754,80 |
| 123.1.1.1.1.6 |
Mandor |
0.009 |
OH |
206.800,00 |
1.861,20 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2.16 |
OH |
150.800,00 |
325.728,01 |
| 123.1.1.1.1.23 |
Tukang |
1.08 |
OH |
177.500,00 |
191.700,01 |
|
|
|
|
Jumlah |
532.044,02 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.348 |
Kusen Aluminium Tipe J 2 K |
1 |
unit |
1.994.400,00 |
1.994.400,00 |
|
|
|
|
Jumlah |
1.994.400,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
2.526.444,02 |
| 2020 | 24.1.10.87 | Pemasangan Kusen Aluminium Type J 2 K | unit | 2.526.444,02 | Tidak Dipakai | |
| 160 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.3.97 |
Lapis Pondasi/Perata 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 |
103 |
Kg |
17.900,00 |
1.843.700,00 |
| 117.1.1.1.2.67 |
Aggregat Halus |
0.2465 |
M3 |
224.200,00 |
55.265,30 |
| 117.1.1.1.2.68 |
Aggregat Kasar |
1.7746 |
M3 |
278.900,00 |
494.935,95 |
|
|
|
|
Jumlah |
2.393.901,25 |
|
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 |
0.0168 |
jam |
414.900,00 |
6.970,32 |
| 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 |
123.142,23 |
|
|
|
|
Nilai HSPK |
2.520.503,24 |
| 2020 | 24.2.3.97 | Lapis Pondasi/Perata Penetrasi Macadam | M3 | 2.520.503,24 | Tidak Dipakai | |
