61 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.25 |
Galian Struktur dengan kedalaman 0 - 2 meter |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0007 |
OH |
206.800,00 |
144,76 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.003 |
OH |
150.800,00 |
452,40 |
|
|
|
|
Jumlah |
597,16 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.22 |
Urugan Pilihan |
0.5 |
M3 |
435.500,00 |
217.750,00 |
|
|
|
|
Jumlah |
217.750,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.9 |
Bulldozer |
0.0017 |
jam |
1.292.700,00 |
2.197,59 |
123.2.2.1.2.27 |
Excavator |
0.0052 |
jam |
1.063.200,00 |
5.528,64 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
9.126,23 |
|
|
|
|
Nilai HSPK |
227.473,39 |
| 2020 | 24.2.3.25 | Galian Struktur dengan kedalaman 0 - 2 meter | M3 | 227.473,39 | Tidak Dipakai | |
62 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.26 |
Galian Struktur dengan kedalaman 2 - 4 meter |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0008 |
OH |
206.800,00 |
165,44 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0082 |
OH |
150.800,00 |
1.236,56 |
|
|
|
|
Jumlah |
1.402,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.22 |
Urugan Pilihan |
1 |
M3 |
435.500,00 |
435.500,00 |
|
|
|
|
Jumlah |
435.500,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.9 |
Bulldozer |
0.0017 |
jam |
1.292.700,00 |
2.197,59 |
123.2.2.1.2.27 |
Excavator |
0.0058 |
jam |
1.063.200,00 |
6.166,56 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
9.764,15 |
|
|
|
|
Nilai HSPK |
446.666,15 |
| 2020 | 24.2.3.26 | Galian Struktur dengan kedalaman 2 - 4 meter | M3 | 446.666,15 | Tidak Dipakai | |
63 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.27 |
Galian Struktur dengan kedalaman 4 - 6 meter |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0012 |
OH |
206.800,00 |
248,16 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0148 |
OH |
150.800,00 |
2.231,84 |
|
|
|
|
Jumlah |
2.480,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.22.22 |
Urugan Pilihan |
0.6 |
M3 |
435.500,00 |
261.300,01 |
|
|
|
|
Jumlah |
261.300,01 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.9 |
Bulldozer |
0.0017 |
jam |
1.292.700,00 |
2.197,59 |
123.2.2.1.2.27 |
Excavator |
0.0086 |
jam |
1.063.200,00 |
9.143,52 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
12.741,11 |
|
|
|
|
Nilai HSPK |
276.521,12 |
| 2020 | 24.2.3.27 | Galian Struktur dengan kedalaman 4 - 6 meter | M3 | 276.521,12 | Tidak Dipakai | |
64 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.1 |
Galian untuk Selokan Drainase dan Saluran air dengan Excavator |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0011 |
OH |
206.800,00 |
227,48 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0043 |
OH |
150.800,00 |
648,44 |
|
|
|
|
Jumlah |
875,92 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.24 |
jam |
513.600,00 |
123.264,00 |
123.2.2.1.2.27 |
Excavator |
0.0076 |
jam |
1.063.200,00 |
8.080,32 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
132.744,32 |
|
|
|
|
Nilai HSPK |
133.620,24 |
| 2020 | 24.2.3.1 | Galian untuk Selokan Drainase dan Saluran air dengan Excavator | M3 | 133.620,24 | Tidak Dipakai | |
65 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.2 |
Galian untuk Selokan Drainase dan Saluran air tanpa Excavator |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0011 |
OH |
206.800,00 |
227,48 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0006 |
OH |
150.800,00 |
90,48 |
|
|
|
|
Jumlah |
317,96 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.24 |
Dump Truck |
0.24 |
jam |
513.600,00 |
123.264,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
124.664,00 |
|
|
|
|
Nilai HSPK |
124.981,96 |
| 2020 | 24.2.3.2 | Galian untuk Selokan Drainase dan Saluran air tanpa Excavator | M3 | 124.981,96 | Tidak Dipakai | |
66 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.5 |
Gorong-gorong Pipa Beton Bertulang, diameter 55 - 65 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 |
0.7 |
OH |
150.800,00 |
105.560,00 |
123.1.1.1.1.23 |
Tukang |
0.2 |
OH |
177.500,00 |
35.500,00 |
|
|
|
|
Jumlah |
161.740,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.146 |
M3 |
1.534.100,00 |
223.978,60 |
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
1.063 |
M3 |
333.500,00 |
354.510,49 |
117.1.1.1.14.32 |
Besi Beton Polos |
16.06 |
Kg |
16.900,00 |
271.413,99 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.1449 |
M3 |
491.200,00 |
71.174,88 |
|
|
|
|
Jumlah |
921.077,95 |
|
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 |
1.317 |
jam |
68.100,00 |
89.687,70 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
175.875,50 |
|
|
|
|
Nilai HSPK |
1.258.693,45 |
| 2020 | 24.2.3.5 | Gorong-gorong Pipa Beton Bertulang, diameter 55 - 65 cm | M1 | 1.258.693,45 | Tidak Dipakai | |
67 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.8 |
Gorong-gorong Pipa Baja Bergelombang |
|
ton |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.8035 |
OH |
206.800,00 |
166.163,80 |
123.1.1.1.1.14 |
Pekerja Terlatih |
9.6424 |
OH |
150.800,00 |
1.454.073,89 |
123.1.1.1.1.23 |
Tukang |
0.8035 |
OH |
177.500,00 |
142.621,25 |
|
|
|
|
Jumlah |
1.762.858,94 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
2.5374 |
M3 |
333.500,00 |
846.222,90 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
8.0351 |
M3 |
491.200,00 |
3.946.841,11 |
117.2.2.3.1.1 |
Pipa Baja Glb |
1.05 |
Kg |
13.400,00 |
14.070,00 |
|
|
|
|
Jumlah |
4.807.134,01 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.48 |
Tamper |
2.378 |
jam |
68.100,00 |
161.941,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
163.341,80 |
|
|
|
|
Nilai HSPK |
6.733.334,75 |
| 2020 | 24.2.3.8 | Gorong-gorong Pipa Baja Bergelombang | ton | 6.733.334,75 | Tidak Dipakai | |
68 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.4 |
Gorong-gorong Pipa Beton Bertulang, diameter dalam 35 - 45 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 |
0.0714 |
OH |
150.800,00 |
10.767,12 |
123.1.1.1.1.23 |
Tukang |
0.2 |
OH |
177.500,00 |
35.500,00 |
|
|
|
|
Jumlah |
66.947,12 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.1052 |
M3 |
1.534.100,00 |
161.387,32 |
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
0.8128 |
M3 |
333.500,00 |
271.068,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
11.572 |
Kg |
16.900,00 |
195.566,79 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.1239 |
M3 |
491.200,00 |
60.859,68 |
|
|
|
|
Jumlah |
688.882,59 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.1 |
jam |
844.500,00 |
84.450,00 |
123.2.2.1.2.48 |
Tamper |
1.0103 |
jam |
68.100,00 |
68.801,43 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
154.651,43 |
|
|
|
|
Nilai HSPK |
910.481,14 |
| 2020 | 24.2.3.4 | Gorong-gorong Pipa Beton Bertulang, diameter dalam 35 - 45 cm | M1 | 910.481,14 | Tidak Dipakai | |
69 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.6 |
Gorong-gorong Pipa Beton Bertulang, diameter dalam 75 - 85 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 |
0.2897 |
M3 |
1.534.100,00 |
444.428,77 |
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
1.9114 |
M3 |
333.500,00 |
637.451,89 |
117.1.1.1.14.32 |
Besi Beton Polos |
31.867 |
Kg |
16.900,00 |
538.552,31 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.3103 |
M3 |
491.200,00 |
152.419,36 |
|
|
|
|
Jumlah |
1.772.852,33 |
|
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 |
2.4004 |
jam |
68.100,00 |
163.467,23 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
249.655,04 |
|
|
|
|
Nilai HSPK |
2.181.577,36 |
| 2020 | 24.2.3.6 | Gorong-gorong Pipa Beton Bertulang, diameter dalam 75 - 85 cm | M1 | 2.181.577,36 | Tidak Dipakai | |
70 |
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 | |
71 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.9 |
Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 20 cm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.05 |
OH |
206.800,00 |
10.340,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.25 |
OH |
150.800,00 |
37.700,00 |
123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
48.040,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.16 |
Beton Cor K 175 |
0.0541 |
M3 |
1.374.100,00 |
74.338,81 |
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
0.2277 |
M3 |
333.500,00 |
75.937,95 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.0662 |
M3 |
491.200,00 |
32.517,44 |
|
|
|
|
Jumlah |
182.794,20 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.0703 |
jam |
844.500,00 |
59.368,35 |
123.2.2.1.2.48 |
Tamper |
0.2743 |
jam |
68.100,00 |
18.679,83 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
79.448,18 |
|
|
|
|
Nilai HSPK |
310.282,38 |
| 2020 | 24.2.3.9 | Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 20 cm | M1 | 310.282,38 | Tidak Dipakai | |
72 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.10 |
Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 25 cm |
|
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 |
0.086 |
OH |
150.800,00 |
12.968,80 |
123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
16.525,76 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.16 |
Beton Cor K 175 |
0.0643 |
M3 |
1.374.100,00 |
88.354,63 |
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
0.2593 |
M3 |
333.500,00 |
86.476,55 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.0714 |
M3 |
491.200,00 |
35.071,68 |
|
|
|
|
Jumlah |
209.902,86 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.1105 |
jam |
844.500,00 |
93.317,25 |
123.2.2.1.2.48 |
Tamper |
0.3124 |
jam |
68.100,00 |
21.274,44 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
115.991,69 |
|
|
|
|
Nilai HSPK |
342.420,31 |
| 2020 | 24.2.3.10 | Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 25 cm | M1 | 342.420,31 | Tidak Dipakai | |
73 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.3.11 |
Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 30 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 |
0.5 |
OH |
150.800,00 |
75.400,00 |
123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
96.080,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.16 |
Beton Cor K 175 |
0.0745 |
M3 |
1.374.100,00 |
102.370,45 |
117.1.1.1.4.14 |
Tanah Merah/ Timbun |
0.292 |
M3 |
333.500,00 |
97.382,00 |
117.1.1.1.22.23 |
Urugan/ Timbunan Porus |
0.0767 |
M3 |
491.200,00 |
37.675,04 |
|
|
|
|
Jumlah |
237.427,49 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.1104 |
jam |
844.500,00 |
93.232,80 |
123.2.2.1.2.48 |
Tamper |
0.3518 |
jam |
68.100,00 |
23.957,58 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
118.590,38 |
|
|
|
|
Nilai HSPK |
452.097,87 |
| 2020 | 24.2.3.11 | Gorong-gorong Pipa Beton Tanpa Tulangan diameter dalam 30 cm | M1 | 452.097,87 | Tidak Dipakai | |
74 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.57 |
Kerb Pracetak Jenis 1 (Peninggi/Mountable) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0063 |
OH |
206.800,00 |
1.302,84 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0629 |
OH |
150.800,00 |
9.485,32 |
123.1.1.1.1.23 |
Tukang |
0.0252 |
OH |
177.500,00 |
4.473,00 |
|
|
|
|
Jumlah |
15.261,16 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.0551 |
M3 |
1.534.100,00 |
84.528,91 |
117.1.1.1.2.45 |
Mortar |
0.0079 |
M3 |
48.100,00 |
379,99 |
|
|
|
|
Jumlah |
84.908,90 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.044 |
jam |
844.500,00 |
37.158,00 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
38.558,00 |
|
|
|
|
Nilai HSPK |
138.728,06 |
| 2020 | 24.2.5.57 | Kerb Pracetak Jenis 1 (Peninggi/Mountable) | M1 | 138.728,06 | Tidak Dipakai | |
75 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.58 |
Kerb Pracetak Jenis 2 (Penghalang/Barrier) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0065 |
OH |
206.800,00 |
1.344,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0655 |
OH |
150.800,00 |
9.877,40 |
123.1.1.1.1.23 |
Tukang |
0.0262 |
OH |
177.500,00 |
4.650,50 |
|
|
|
|
Jumlah |
15.872,10 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.006 |
M3 |
1.534.100,00 |
9.204,60 |
117.1.1.1.2.45 |
Mortar |
0.0158 |
M3 |
48.100,00 |
759,98 |
|
|
|
|
Jumlah |
9.964,58 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.0458 |
jam |
844.500,00 |
38.678,10 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
40.078,10 |
|
|
|
|
Nilai HSPK |
65.914,78 |
| 2020 | 24.2.5.58 | Kerb Pracetak Jenis 2 (Penghalang/Barrier) | M1 | 65.914,78 | Tidak Dipakai | |
76 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.59 |
Kerb Pracetak Jenis 3 (Kerb Berparit/Gutter) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0065 |
OH |
206.800,00 |
1.344,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0655 |
OH |
150.800,00 |
9.877,40 |
123.1.1.1.1.23 |
Tukang |
0.0262 |
OH |
177.500,00 |
4.650,50 |
|
|
|
|
Jumlah |
15.872,10 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.0664 |
M3 |
1.534.100,00 |
101.864,24 |
117.1.1.1.2.45 |
Mortar |
0.01 |
M3 |
48.100,00 |
481,00 |
|
|
|
|
Jumlah |
102.345,24 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.0458 |
jam |
844.500,00 |
38.678,10 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
40.078,10 |
|
|
|
|
Nilai HSPK |
158.295,44 |
| 2020 | 24.2.5.59 | Kerb Pracetak Jenis 3 (Kerb Berparit/Gutter) | M1 | 158.295,44 | Tidak Dipakai | |
77 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.60 |
Kerb Pracetak Jenis 4 (Penghalang Berparit) t=20 cm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0069 |
OH |
206.800,00 |
1.426,92 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0687 |
OH |
150.800,00 |
10.359,96 |
123.1.1.1.1.23 |
Tukang |
0.0275 |
OH |
177.500,00 |
4.881,25 |
|
|
|
|
Jumlah |
16.668,13 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.0798 |
M3 |
1.534.100,00 |
122.421,18 |
117.1.1.1.2.45 |
Mortar |
0.0105 |
M3 |
48.100,00 |
505,05 |
|
|
|
|
Jumlah |
122.926,23 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.0481 |
jam |
844.500,00 |
40.620,45 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
42.020,45 |
|
|
|
|
Nilai HSPK |
181.614,81 |
| 2020 | 24.2.5.60 | Kerb Pracetak Jenis 4 (Penghalang Berparit) t=20 cm | M1 | 181.614,81 | Tidak Dipakai | |
78 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.61 |
Kerb Pracetak Jenis 5 (Penghalang Berparit) t=30 cm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0069 |
OH |
206.800,00 |
1.426,92 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0687 |
OH |
150.800,00 |
10.359,96 |
123.1.1.1.1.23 |
Tukang |
0.0275 |
OH |
177.500,00 |
4.881,25 |
|
|
|
|
Jumlah |
16.668,13 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.0977 |
M3 |
1.534.100,00 |
149.881,57 |
117.1.1.1.2.45 |
Mortar |
0.0158 |
M3 |
48.100,00 |
759,98 |
|
|
|
|
Jumlah |
150.641,55 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.0481 |
jam |
844.500,00 |
40.620,45 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
42.020,45 |
|
|
|
|
Nilai HSPK |
209.330,13 |
| 2020 | 24.2.5.61 | Kerb Pracetak Jenis 5 (Penghalang Berparit) t=30 cm | M1 | 209.330,13 | Tidak Dipakai | |
79 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.62 |
Kerb Pracetak Jenis 6 (Kerb dengan bukaan) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0069 |
OH |
206.800,00 |
1.426,92 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0687 |
OH |
150.800,00 |
10.359,96 |
123.1.1.1.1.23 |
Tukang |
0.0275 |
OH |
177.500,00 |
4.881,25 |
|
|
|
|
Jumlah |
16.668,13 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.0246 |
M3 |
1.534.100,00 |
37.738,86 |
117.1.1.1.2.45 |
Mortar |
0.0105 |
M3 |
48.100,00 |
505,05 |
|
|
|
|
Jumlah |
38.243,91 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.0481 |
jam |
844.500,00 |
40.620,45 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
42.020,45 |
|
|
|
|
Nilai HSPK |
96.932,49 |
| 2020 | 24.2.5.62 | Kerb Pracetak Jenis 6 (Kerb dengan bukaan) | M1 | 96.932,49 | Tidak Dipakai | |
80 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.5.63 |
Kerb Pracetak Jenis 7 (Kerb pd pelandaian trotoar) |
|
M1 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0098 |
OH |
206.800,00 |
2.026,64 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.0977 |
OH |
150.800,00 |
14.733,16 |
123.1.1.1.1.23 |
Tukang |
0.0391 |
OH |
177.500,00 |
6.940,25 |
|
|
|
|
Jumlah |
23.700,05 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.2.21 |
Beton Cor K 300 |
0.3316 |
M3 |
1.534.100,00 |
508.707,58 |
117.1.1.1.2.45 |
Mortar |
0.0294 |
M3 |
48.100,00 |
1.414,14 |
|
|
|
|
Jumlah |
510.121,72 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.29 |
Flat Bed Truck |
0.0684 |
jam |
844.500,00 |
57.763,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
59.163,80 |
|
|
|
|
Nilai HSPK |
592.985,57 |
| 2020 | 24.2.5.63 | Kerb Pracetak Jenis 7 (Kerb pd pelandaian trotoar) | M1 | 592.985,57 | Tidak Dipakai | |