| 21 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.24 |
Pemasangan Pelat Berongga (Voided Slab) Pracetak bentang 5 Meter |
|
buah |
|
|
|
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 |
1.7143 |
OH |
150.800,00 |
258.516,45 |
| 123.1.1.1.1.23 |
Tukang |
0.7143 |
OH |
177.500,00 |
126.788,25 |
|
|
|
|
Jumlah |
414.856,41 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.25 |
Beton Cor K 400 |
2.27 |
M3 |
1.634.200,00 |
3.709.633,97 |
| 117.1.1.1.2.43 |
Material Curing |
4.19 |
Kg |
8.100,00 |
33.939,00 |
| 117.1.1.1.2.44 |
Material Grouting |
11.28 |
Kg |
8.100,00 |
91.368,00 |
| 117.1.1.1.8.10 |
Baja Tulangan (Ulir) U32 |
289 |
Kg |
32.900,00 |
9.508.100,00 |
| 117.1.1.1.22.56 |
Kayu Perancah |
4.19 |
M3 |
3.952.700,00 |
16.561.813,23 |
| 117.1.1.1.22.123 |
Besi Angkur |
3 |
Kg |
53.400,00 |
160.200,00 |
| 117.1.1.1.22.186 |
Kabel Baja Prategang (Strand) |
6.38 |
Kg |
18.700,00 |
119.306,00 |
| 117.1.1.1.22.303 |
Selongsong |
5.92 |
meter |
29.400,00 |
174.048,00 |
|
|
|
|
Jumlah |
30.358.408,20 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.17 |
Concrete Pump |
12.5374 |
jam |
557.700,00 |
6.992.108,12 |
| 123.2.2.1.2.19 |
Crane 100 Ton |
0.9009 |
jam |
1.056.600,00 |
951.890,95 |
| 123.2.2.1.2.42 |
Penarik Kabel (jack) |
2.4 |
jam |
445.600,00 |
1.069.440,04 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
| 123.2.2.1.3.8 |
Alat Grouting |
2.7027 |
jam |
646.000,00 |
1.745.944,14 |
|
|
|
|
Jumlah |
10.760.783,24 |
|
|
|
|
Nilai HSPK |
41.534.047,85 |
| 2020 | 24.2.4.24 | Pemasangan Pelat Berongga (Voided Slab) Pracetak bentang 5 Meter | buah | 41.534.047,85 | Tidak Dipakai | |
| 22 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.42 |
pekerjaan beton mutu F'c 21,7 Mpa (K-250), slumd (12±2) cm. w/c=0,56 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.083 |
Orang Hari |
28.000,00 |
2.324,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.028 |
Orang Hari |
32.000,00 |
896,00 |
| 23.2.4.1.3.1 |
Tukang |
0.275 |
Orang Hari |
24.000,00 |
6.600,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.65 |
Orang Hari |
110.000,00 |
181.500,00 |
|
|
|
|
Jumlah |
191.320,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
384 |
kilogram |
103.251,00 |
39.648.384,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.494 |
M3 |
243.000,00 |
120.042,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.77 |
M3 |
487.900,00 |
375.682,99 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
40.150.128,99 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
40.341.448,99 |
| 2019 | 24.3.1.42 | pekerjaan beton mutu F'c 21,7 Mpa (K-250), slumd (12±2) cm. w/c=0,56 | M3 | 40.341.448,99 | Tidak Dipakai | |
| 23 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.41 |
pekerjaan beton mutu F'c 19,3 Mpa (K-225), slumd (12±2) cm. w/c=0,58 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.083 |
Orang Hari |
28.000,00 |
2.324,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.028 |
Orang Hari |
32.000,00 |
896,00 |
| 23.2.4.1.3.1 |
Tukang |
0.275 |
Orang Hari |
24.000,00 |
6.600,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.65 |
Orang Hari |
110.000,00 |
181.500,00 |
|
|
|
|
Jumlah |
191.320,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
371 |
kilogram |
103.251,00 |
38.306.121,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.499 |
M3 |
243.000,00 |
121.257,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.776 |
M3 |
487.900,00 |
378.610,41 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
38.812.008,41 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
39.003.328,41 |
| 2019 | 24.3.1.41 | pekerjaan beton mutu F'c 19,3 Mpa (K-225), slumd (12±2) cm. w/c=0,58 | M3 | 39.003.328,41 | Tidak Dipakai | |
| 24 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.95 |
beton mutu rendah fc=15 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
327.54 |
kilogram |
103.251,00 |
33.818.833,42 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5024 |
M3 |
243.000,00 |
122.083,20 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.9053 |
M3 |
261.700,00 |
236.917,02 |
| 20.1.1.28.4.3 |
Paku Triplek/Eternit |
3.2 |
Kg |
23.000,00 |
73.600,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
0.4 |
M3 |
7.219.000,00 |
2.887.600,04 |
|
|
|
|
Jumlah |
37.139.033,68 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.1 |
Sewa Truk |
0.0382 |
Hari |
815.000,00 |
31.133,00 |
| 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 |
99.828,08 |
|
|
|
|
Nilai HSPK |
37.238.861,76 |
| 2019 | 24.3.1.95 | beton mutu rendah fc=15 Mpa | M3 | 37.238.861,76 | Tidak Dipakai | |
| 25 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.40 |
pekerjaan beton mutu F'c 16,9 Mpa (K-200), slumd (12±2) cm. w/c=0,61 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.083 |
Orang Hari |
28.000,00 |
2.324,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.028 |
Orang Hari |
32.000,00 |
896,00 |
| 23.2.4.1.3.1 |
Tukang |
0.275 |
Orang Hari |
24.000,00 |
6.600,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.65 |
Orang Hari |
110.000,00 |
181.500,00 |
|
|
|
|
Jumlah |
191.320,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
352 |
kilogram |
103.251,00 |
36.344.352,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.522 |
M3 |
243.000,00 |
126.846,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.764 |
M3 |
487.900,00 |
372.755,60 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
36.849.973,60 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
37.041.293,60 |
| 2019 | 24.3.1.40 | pekerjaan beton mutu F'c 16,9 Mpa (K-200), slumd (12±2) cm. w/c=0,61 | M3 | 37.041.293,60 | Tidak Dipakai | |
| 26 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.97 |
beton mutu tinggi fc=15 Mpa (untuk cover slap) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
327.54 |
kilogram |
103.251,00 |
33.818.833,42 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5024 |
M3 |
243.000,00 |
122.083,20 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.9053 |
M3 |
261.700,00 |
236.917,02 |
| 20.1.1.28.4.3 |
Paku Triplek/Eternit |
1.6 |
Kg |
23.000,00 |
36.800,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
0.2 |
M3 |
7.219.000,00 |
1.443.800,02 |
|
|
|
|
Jumlah |
35.658.433,66 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0382 |
jam |
69.200,00 |
2.643,44 |
| 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 |
71.338,52 |
|
|
|
|
Nilai HSPK |
35.729.772,17 |
| 2019 | 24.3.1.97 | beton mutu tinggi fc=15 Mpa (untuk cover slap) | M3 | 35.729.772,17 | Tidak Dipakai | |
| 27 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.99 |
beton mutu rendah fc=10 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
311.06 |
kilogram |
103.251,00 |
32.117.255,81 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5113 |
M3 |
243.000,00 |
124.245,91 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.9053 |
M3 |
261.700,00 |
236.917,02 |
| 20.1.1.28.4.3 |
Paku Triplek/Eternit |
3.2 |
Kg |
23.000,00 |
73.600,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
0.4 |
M3 |
7.219.000,00 |
2.887.600,04 |
|
|
|
|
Jumlah |
35.439.618,77 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0382 |
jam |
69.200,00 |
2.643,44 |
| 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 |
71.338,52 |
|
|
|
|
Nilai HSPK |
35.510.957,29 |
| 2019 | 24.3.1.99 | beton mutu rendah fc=10 Mpa | M3 | 35.510.957,29 | Tidak Dipakai | |
| 28 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.37 |
pekerjaan beton mutu F'c 14,5 Mpa (K-175), slumd (12±2) cm. w/c=0,66 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.083 |
Orang Hari |
28.000,00 |
2.324,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.028 |
Orang Hari |
32.000,00 |
896,00 |
| 23.2.4.1.3.1 |
Tukang |
0.275 |
Orang Hari |
24.000,00 |
6.600,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.65 |
Orang Hari |
110.000,00 |
181.500,00 |
|
|
|
|
Jumlah |
191.320,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
326 |
kilogram |
103.251,00 |
33.659.826,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.543 |
M3 |
243.000,00 |
131.949,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.762 |
M3 |
487.900,00 |
371.779,81 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
34.169.574,81 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
34.360.894,81 |
| 2019 | 24.3.1.37 | pekerjaan beton mutu F'c 14,5 Mpa (K-175), slumd (12±2) cm. w/c=0,66 | M3 | 34.360.894,81 | Tidak Dipakai | |
| 29 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.101 |
beton mutu rendah fc=10 Mpa untuk tutup drainase |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
311.06 |
kilogram |
103.251,00 |
32.117.255,81 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5113 |
M3 |
243.000,00 |
124.245,91 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.9053 |
M3 |
261.700,00 |
236.917,02 |
| 20.1.1.28.4.3 |
Paku Triplek/Eternit |
1.152 |
Kg |
23.000,00 |
26.496,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
0.144 |
M3 |
7.219.000,00 |
1.039.535,96 |
|
|
|
|
Jumlah |
33.544.450,68 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0382 |
jam |
69.200,00 |
2.643,44 |
| 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 |
71.338,52 |
|
|
|
|
Nilai HSPK |
33.615.789,20 |
| 2019 | 24.3.1.101 | beton mutu rendah fc=10 Mpa untuk tutup drainase | M3 | 33.615.789,20 | Tidak Dipakai | |
| 30 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.15 |
Penyediaan Unit Pracetak Gelagar I Tipe 1 Bentang 16 meter |
|
buah |
|
|
|
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 |
2.5714 |
OH |
150.800,00 |
387.767,11 |
| 123.1.1.1.1.23 |
Tukang |
0.7143 |
OH |
177.500,00 |
126.788,25 |
|
|
|
|
Jumlah |
544.107,08 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.26 |
Beton Cor K 500 |
4.25 |
M3 |
1.800.900,00 |
7.653.825,00 |
| 117.1.1.1.8.10 |
Baja Tulangan (Ulir) U32 |
566.01 |
Kg |
32.900,00 |
18.621.729,32 |
| 117.1.1.1.22.123 |
Besi Angkur |
6 |
Kg |
53.400,00 |
320.400,00 |
| 117.1.1.1.22.161 |
Ducting |
0 |
M |
53.400,00 |
0,00 |
| 117.1.1.1.22.186 |
Kabel Baja Prategang (Strand) |
283.92 |
Kg |
18.700,00 |
5.309.304,25 |
|
|
|
|
Jumlah |
31.905.258,57 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.22 |
Crane 60 Ton |
0.9009 |
jam |
725.700,00 |
653.783,13 |
| 123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
655.183,13 |
|
|
|
|
Nilai HSPK |
33.104.548,78 |
| 2020 | 24.2.4.15 | Penyediaan Unit Pracetak Gelagar I Tipe 1 Bentang 16 meter | buah | 33.104.548,78 | Tidak Dipakai | |
| 31 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.38 |
pekerjaan beton mutu F'c 12,2 Mpa (K-150), slumd (12±2) cm. w/c=0,72 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.083 |
Orang Hari |
28.000,00 |
2.324,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.028 |
Orang Hari |
32.000,00 |
896,00 |
| 23.2.4.1.3.1 |
Tukang |
0.275 |
Orang Hari |
24.000,00 |
6.600,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.65 |
Orang Hari |
110.000,00 |
181.500,00 |
|
|
|
|
Jumlah |
191.320,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
299 |
kilogram |
103.251,00 |
30.872.049,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.571 |
M3 |
243.000,00 |
138.753,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.753 |
M3 |
487.900,00 |
367.388,71 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
31.384.210,71 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
31.575.530,70 |
| 2019 | 24.3.1.38 | pekerjaan beton mutu F'c 12,2 Mpa (K-150), slumd (12±2) cm. w/c=0,72 | M3 | 31.575.530,70 | Tidak Dipakai | |
| 32 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.36 |
pekerjaan mutu F'c 12,2 Mpa (K-150), slumd (12±2) cm, w/c=0,72 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.083 |
Orang Hari |
28.000,00 |
2.324,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.028 |
Orang Hari |
32.000,00 |
896,00 |
| 23.2.4.1.3.1 |
Tukang |
0.275 |
Orang Hari |
24.000,00 |
6.600,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.65 |
Orang Hari |
110.000,00 |
181.500,00 |
|
|
|
|
Jumlah |
191.320,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
299 |
kilogram |
103.251,00 |
30.872.049,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.571 |
M3 |
243.000,00 |
138.753,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.753 |
M3 |
487.900,00 |
367.388,71 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
31.384.210,71 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
31.575.530,70 |
| 2019 | 24.3.1.36 | pekerjaan mutu F'c 12,2 Mpa (K-150), slumd (12±2) cm, w/c=0,72 | M3 | 31.575.530,70 | Tidak Dipakai | |
| 33 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.1 |
Pembuatan dan Pemasangan Kusen Pintu / Jendela Kayu Kelas I |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
2.1 |
OH |
236.200,00 |
496.019,98 |
| 123.1.1.1.1.6 |
Mandor |
0.35 |
OH |
206.800,00 |
72.380,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
7 |
OH |
150.800,00 |
1.055.600,00 |
| 123.1.1.1.1.23 |
Tukang |
21 |
OH |
177.500,00 |
3.727.500,00 |
|
|
|
|
Jumlah |
5.351.499,98 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.85 |
Papan/ Kaso Kayu Kelas I |
1.1 |
M3 |
21.864.300,00 |
24.050.730,52 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
1.25 |
Kg |
34.700,00 |
43.375,00 |
|
|
|
|
Jumlah |
24.094.105,52 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
29.445.605,50 |
| 2020 | 24.1.10.1 | Pembuatan dan Pemasangan Kusen Pintu / Jendela Kayu Kelas I | M3 | 29.445.605,50 | Tidak Dipakai | |
| 34 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.35 |
pekerjaan beton mutu F'c 9,8 Mpa (K-125), Slumd (12±2) cm. w/c=0,78 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.083 |
Orang Hari |
28.000,00 |
2.324,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.028 |
Orang Hari |
32.000,00 |
896,00 |
| 23.2.4.1.3.1 |
Tukang |
0.275 |
Orang Hari |
24.000,00 |
6.600,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.65 |
Orang Hari |
110.000,00 |
181.500,00 |
|
|
|
|
Jumlah |
191.320,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
276 |
kilogram |
103.251,00 |
28.497.276,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.591 |
M3 |
243.000,00 |
143.613,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.75 |
M3 |
487.900,00 |
365.925,00 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
29.012.834,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
29.204.154,00 |
| 2019 | 24.3.1.35 | pekerjaan beton mutu F'c 9,8 Mpa (K-125), Slumd (12±2) cm. w/c=0,78 | M3 | 29.204.154,00 | Tidak Dipakai | |
| 35 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.9.1 |
Pemasangan Konstruksi Kuda-Kuda Konvensional Kayu Kelas I 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: |
|
|
|
|
| 117.1.1.1.22.85 |
Papan/ Kaso Kayu Kelas I |
1.1 |
M3 |
21.864.300,00 |
24.050.730,52 |
| 117.1.1.1.22.236 |
Paku 4 inchi |
5.6 |
Kg |
24.100,00 |
134.960,00 |
|
|
|
|
Jumlah |
24.185.690,52 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
27.243.690,53 |
| 2020 | 24.1.9.1 | Pemasangan Konstruksi Kuda-Kuda Konvensional Kayu Kelas I bentang 6 m. | M3 | 27.243.690,53 | Tidak Dipakai | |
| 36 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.39 |
pekerjaan beton mutu F'c 7,4 Mpa (K-100), slumd (12±2) cm. w/c=0,87 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.06 |
Orang Hari |
28.000,00 |
1.680,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.02 |
Orang Hari |
32.000,00 |
640,00 |
| 23.2.4.1.3.1 |
Tukang |
0.2 |
Orang Hari |
24.000,00 |
4.800,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1.2 |
Orang Hari |
110.000,00 |
132.000,01 |
|
|
|
|
Jumlah |
139.120,01 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
230 |
kilogram |
103.251,00 |
23.747.730,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.638 |
M3 |
243.000,00 |
155.034,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.671 |
M3 |
487.900,00 |
327.380,90 |
| 23.2.2.2.1.1 |
Air Kerja |
200 |
liter |
28,00 |
5.600,00 |
|
|
|
|
Jumlah |
24.235.744,90 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
24.374.864,91 |
| 2019 | 24.3.1.39 | pekerjaan beton mutu F'c 7,4 Mpa (K-100), slumd (12±2) cm. w/c=0,87 | M3 | 24.374.864,91 | Tidak Dipakai | |
| 37 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.98 |
beton siklop fc=15 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
229.278 |
kilogram |
103.251,00 |
23.673.182,77 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.3517 |
M3 |
243.000,00 |
85.463,10 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.6337 |
M3 |
261.700,00 |
165.839,29 |
| 20.1.1.5.3.1 |
Batu Kali Belah |
0.6518 |
0,6M3 |
448.100,00 |
292.071,57 |
|
|
|
|
Jumlah |
24.216.556,73 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0382 |
jam |
69.200,00 |
2.643,44 |
| 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 |
71.338,52 |
|
|
|
|
Nilai HSPK |
24.287.895,25 |
| 2019 | 24.3.1.98 | beton siklop fc=15 Mpa | M3 | 24.287.895,25 | Tidak Dipakai | |
| 38 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.6.1.15 |
pemasanagn 1 m3 konstruksi gordeng kayu kelas II |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.335 |
Orang Hari |
28.000,00 |
9.380,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
2.01 |
Orang Hari |
32.000,00 |
64.320,00 |
| 23.2.4.1.3.1 |
Tukang |
20.1 |
Orang Hari |
24.000,00 |
482.400,01 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
6.7 |
Orang Hari |
110.000,00 |
736.999,98 |
|
|
|
|
Jumlah |
1.293.099,99 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.11.1.1 |
Plat Besi/Baja |
1.1 |
Lonjor |
471.100,00 |
518.210,01 |
| 20.1.1.28.4.2 |
Paku Reng |
15 |
Kg |
15.700,00 |
235.500,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
3 |
M3 |
7.219.000,00 |
21.657.000,00 |
|
|
|
|
Jumlah |
22.410.710,01 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
23.703.810,00 |
| 2019 | 24.6.1.15 | pemasanagn 1 m3 konstruksi gordeng kayu kelas II | M3 | 23.703.810,00 | Tidak Dipakai | |
| 39 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.2 |
Pembuatan dan Pemasangan Kusen Pintu / Jendela Kayu Kelas II |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
1.8 |
OH |
236.200,00 |
425.159,99 |
| 123.1.1.1.1.6 |
Mandor |
0.3 |
OH |
206.800,00 |
62.040,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
6 |
OH |
150.800,00 |
904.800,00 |
| 123.1.1.1.1.23 |
Tukang |
18 |
OH |
177.500,00 |
3.195.000,00 |
|
|
|
|
Jumlah |
4.586.999,99 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.86 |
Papan/ Kaso Kayu Kelas II |
1.2 |
M3 |
14.567.300,00 |
17.480.760,69 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
1.25 |
Kg |
34.700,00 |
43.375,00 |
|
|
|
|
Jumlah |
17.524.135,69 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
22.111.135,69 |
| 2020 | 24.1.10.2 | Pembuatan dan Pemasangan Kusen Pintu / Jendela Kayu Kelas II | M3 | 22.111.135,69 | Tidak Dipakai | |
| 40 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.9.4 |
Pemasangan konstruksi gordeng kayu kelas II |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
2.01 |
OH |
236.200,00 |
474.762,00 |
| 123.1.1.1.1.6 |
Mandor |
0.335 |
OH |
206.800,00 |
69.278,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
6.7 |
OH |
150.800,00 |
1.010.359,97 |
| 123.1.1.1.1.23 |
Tukang |
20.1 |
OH |
177.500,00 |
3.567.750,07 |
|
|
|
|
Jumlah |
5.122.150,04 |
|
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 |
3 |
Kg |
24.100,00 |
72.300,00 |
|
|
|
|
Jumlah |
16.096.330,35 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
21.218.480,39 |
| 2020 | 24.1.9.4 | Pemasangan konstruksi gordeng kayu kelas II | M3 | 21.218.480,39 | Tidak Dipakai | |
