| 1 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.6.1.12 |
pemasangan 1 m3 kontruksi kuda-kuda konvensional kayu kelas 1 (damar) bentang 6m |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.2 |
Orang Hari |
28.000,00 |
5.600,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
1.2 |
Orang Hari |
32.000,00 |
38.400,00 |
| 23.2.4.1.3.1 |
Tukang |
12 |
Orang Hari |
24.000,00 |
288.000,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
4000 |
Orang Hari |
110.000,00 |
440.000.000,00 |
|
|
|
|
Jumlah |
440.332.000,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.11.1.1 |
Plat Besi/Baja |
1.1 |
Lonjor |
471.100,00 |
518.210,01 |
| 20.1.1.28.4.1 |
Paku Klem |
15 |
Doz |
19.800,00 |
297.000,00 |
| 20.1.1.43.1.1 |
Kayu Jati |
5.6 |
M3 |
19.282.800,00 |
107.983.678,16 |
|
|
|
|
Jumlah |
108.798.888,17 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
549.130.888,17 |
| 2019 | 24.6.1.12 | pemasangan 1 m3 kontruksi kuda-kuda konvensional kayu kelas 1 (damar) bentang 6m | M3 | 549.130.888,17 | Tidak Dipakai | |
| 2 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.2.22 |
pemancangan tiang panca baja diameter 600mm |
|
M1 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
| 2.2.3.12.1.8 |
Pengadaan Alat Bantu Kegiatan Pemeliharaan |
1 |
unit |
200.000.000,00 |
200.000.000,00 |
|
|
|
|
Jumlah |
200.000.000,00 |
|
|
|
|
Nilai HSPK |
200.000.000,00 |
| 2019 | 24.3.2.22 | pemancangan tiang panca baja diameter 600mm | M1 | 200.000.000,00 | Tidak Dipakai | |
| 3 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.34 |
pekerjaan beton mutu F'c 7,4Mpa (K-100) Siumo (12±2)w/c=0,87 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
830 |
Orang Hari |
28.000,00 |
23.240.000,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
280 |
Orang Hari |
32.000,00 |
8.960.000,00 |
| 23.2.4.1.3.1 |
Tukang |
2750 |
Orang Hari |
24.000,00 |
66.000.000,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
1 |
Orang Hari |
110.000,00 |
110.000,00 |
|
|
|
|
Jumlah |
98.310.000,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
247 |
kilogram |
103.251,00 |
25.502.997,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.621 |
M3 |
243.000,00 |
150.903,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.74 |
M3 |
487.900,00 |
361.046,00 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
26.020.966,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
124.330.966,00 |
| 2019 | 24.3.1.34 | pekerjaan beton mutu F'c 7,4Mpa (K-100) Siumo (12±2)w/c=0,87 | M3 | 124.330.966,00 | Tidak Dipakai | |
| 4 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.84 |
beton mutu tinggi fc=50 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
646.84 |
kilogram |
103.251,00 |
66.786.879,61 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.4345 |
M3 |
243.000,00 |
105.583,50 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 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 |
70.048.367,96 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0843 |
jam |
69.200,00 |
5.833,56 |
| 23.2.5.11.9.1 |
Sewa Concrete Mixer |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
34.081,24 |
|
|
|
|
Nilai HSPK |
70.082.449,20 |
| 2019 | 24.3.1.84 | beton mutu tinggi fc=50 Mpa | M3 | 70.082.449,20 | Tidak Dipakai | |
| 5 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.86 |
beton mutu tinggi fc=45 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
595.34 |
kilogram |
103.251,00 |
61.469.453,11 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.4345 |
M3 |
243.000,00 |
105.583,50 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 20.1.1.28.4.3 |
Paku Triplek/Eternit |
4.8 |
Kg |
23.000,00 |
110.400,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
0.4 |
M3 |
7.219.000,00 |
2.887.600,04 |
|
|
|
|
Jumlah |
64.767.741,47 |
|
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 |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
30.891,12 |
|
|
|
|
Nilai HSPK |
64.798.632,59 |
| 2019 | 24.3.1.86 | beton mutu tinggi fc=45 Mpa | M3 | 64.798.632,59 | Tidak Dipakai | |
| 6 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.16 |
Penyediaan Unit Pracetak Gelagar I Tipe 1 Bentang 25 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 |
6.6406 |
M3 |
1.800.900,00 |
11.959.056,91 |
| 117.1.1.1.8.10 |
Baja Tulangan (Ulir) U32 |
884.39 |
Kg |
32.900,00 |
29.096.431,48 |
| 117.1.1.1.22.123 |
Besi Angkur |
9 |
Kg |
53.400,00 |
480.600,00 |
| 117.1.1.1.22.161 |
Ducting |
225 |
M |
53.400,00 |
12.015.000,00 |
| 117.1.1.1.22.186 |
Kabel Baja Prategang (Strand) |
443.63 |
Kg |
18.700,00 |
8.295.881,09 |
|
|
|
|
Jumlah |
61.846.969,48 |
|
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 |
63.046.259,69 |
| 2020 | 24.2.4.16 | Penyediaan Unit Pracetak Gelagar I Tipe 1 Bentang 25 meter | buah | 63.046.259,69 | Tidak Dipakai | |
| 7 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.87 |
beton mutu tinggi fc=40 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
543.84 |
kilogram |
103.251,00 |
56.152.026,61 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.4345 |
M3 |
243.000,00 |
105.583,50 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 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 |
59.413.514,96 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.3 |
Sewa Dump Truk |
0.0723 |
jam |
69.200,00 |
5.003,16 |
| 23.2.5.11.9.1 |
Sewa Concrete Mixer |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
33.250,84 |
|
|
|
|
Nilai HSPK |
59.446.765,80 |
| 2019 | 24.3.1.87 | beton mutu tinggi fc=40 Mpa | M3 | 59.446.765,80 | Tidak Dipakai | |
| 8 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.88 |
beton mutu tinggi fc=35 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
492.34 |
kilogram |
103.251,00 |
50.834.596,96 |
| 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 |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 20.1.1.28.4.3 |
Paku Triplek/Eternit |
4.8 |
Kg |
23.000,00 |
110.400,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
0.4 |
M3 |
7.219.000,00 |
2.887.600,04 |
|
|
|
|
Jumlah |
54.149.385,01 |
|
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 |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
30.891,12 |
|
|
|
|
Nilai HSPK |
54.180.276,13 |
| 2019 | 24.3.1.88 | beton mutu tinggi fc=35 Mpa | M3 | 54.180.276,13 | Tidak Dipakai | |
| 9 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.89 |
beton mutu sedang fc=30 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
469.68 |
kilogram |
103.251,00 |
48.494.928,92 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5145 |
M3 |
243.000,00 |
125.023,51 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 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 |
51.775.857,28 |
|
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 |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
30.891,12 |
|
|
|
|
Nilai HSPK |
51.806.748,40 |
| 2019 | 24.3.1.89 | beton mutu sedang fc=30 Mpa | M3 | 51.806.748,40 | Tidak Dipakai | |
| 10 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.90 |
beton mutu sedang fc=25 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
469.68 |
kilogram |
103.251,00 |
48.494.928,92 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5097 |
M3 |
243.000,00 |
123.857,10 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 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 |
51.774.690,87 |
|
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 |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
30.891,12 |
|
|
|
|
Nilai HSPK |
51.805.581,99 |
| 2019 | 24.3.1.90 | beton mutu sedang fc=25 Mpa | M3 | 51.805.581,99 | Tidak Dipakai | |
| 11 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.91 |
beton mutu sedang fc=20 Mpa |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
422.3 |
kilogram |
103.251,00 |
43.602.896,04 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5412 |
M3 |
243.000,00 |
131.511,60 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 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 |
46.890.312,48 |
|
Sewa Peralatan: |
|
|
|
|
| 23.2.5.9.4.4 |
sewa kendaraan roda 6 ( truk / bus ) |
0.0382 |
Unit Hari |
4.500.000,00 |
171.899,99 |
| 23.2.5.11.9.1 |
Sewa Concrete Mixer |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
200.147,67 |
|
|
|
|
Nilai HSPK |
47.090.460,16 |
| 2019 | 24.3.1.91 | beton mutu sedang fc=20 Mpa | M3 | 47.090.460,16 | Tidak Dipakai | |
| 12 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.46 |
pekerjaan beton mutu F'c 31.2 Mpa (K-350), slumd (12±2) cm. w/c=0,48 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.105 |
Orang Hari |
28.000,00 |
2.940,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.035 |
Orang Hari |
32.000,00 |
1.120,00 |
| 23.2.4.1.3.1 |
Tukang |
0.35 |
Orang Hari |
24.000,00 |
8.400,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
2.1 |
Orang Hari |
110.000,00 |
230.999,99 |
|
|
|
|
Jumlah |
243.459,99 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
448 |
kilogram |
103.251,00 |
46.256.448,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.476 |
M3 |
243.000,00 |
115.668,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.741 |
M3 |
487.900,00 |
361.533,90 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
46.739.669,90 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
46.983.129,89 |
| 2019 | 24.3.1.46 | pekerjaan beton mutu F'c 31.2 Mpa (K-350), slumd (12±2) cm. w/c=0,48 | M3 | 46.983.129,89 | Tidak Dipakai | |
| 13 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.45 |
pekerjaan beton mutu F'c 28.8 Mpa (K-325), slumd (12±2) cm. w/c=0,49 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.105 |
Orang Hari |
28.000,00 |
2.940,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.035 |
Orang Hari |
32.000,00 |
1.120,00 |
| 23.2.4.1.3.1 |
Tukang |
0.35 |
Orang Hari |
24.000,00 |
8.400,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
2.1 |
Orang Hari |
110.000,00 |
230.999,99 |
|
|
|
|
Jumlah |
243.459,99 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
439 |
kilogram |
103.251,00 |
45.327.189,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.479 |
M3 |
243.000,00 |
116.397,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.745 |
M3 |
487.900,00 |
363.485,50 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
45.813.091,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
46.056.551,49 |
| 2019 | 24.3.1.45 | pekerjaan beton mutu F'c 28.8 Mpa (K-325), slumd (12±2) cm. w/c=0,49 | M3 | 46.056.551,49 | Tidak Dipakai | |
| 14 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.4.23 |
Penyediaan 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 |
1.34 |
M3 |
1.634.200,00 |
2.189.828,05 |
| 117.1.1.1.2.43 |
Material Curing |
3.9 |
Kg |
8.100,00 |
31.590,00 |
| 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 |
3.9 |
M3 |
3.952.700,00 |
15.415.530,38 |
| 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 |
27.689.970,43 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.2.17 |
Concrete Pump |
24.7761 |
jam |
557.700,00 |
13.817.631,06 |
| 123.2.2.1.2.23 |
Crane 80 Ton |
0.9009 |
jam |
951.200,00 |
856.936,09 |
| 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 |
17.491.351,32 |
|
|
|
|
Nilai HSPK |
45.596.178,17 |
| 2020 | 24.2.4.23 | Penyediaan Pelat Berongga (Voided Slab) Pracetak bentang 5 Meter | buah | 45.596.178,17 | Tidak Dipakai | |
| 15 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.93 |
beton mutu sedang fc=20 Mpa (untuk box culvert) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
422.3 |
kilogram |
103.251,00 |
43.602.896,04 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.5412 |
M3 |
243.000,00 |
131.511,60 |
| 20.1.1.5.1.4 |
Agregat Kasar |
0.744 |
M3 |
261.700,00 |
194.704,80 |
| 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 |
45.409.712,46 |
|
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 |
0.1004 |
jam |
69.200,00 |
6.947,68 |
| 23.2.5.12.1.1 |
Sewa Alat Bantu Pembuatan Aspal Emulsi |
1 |
LS |
21.300,00 |
21.300,00 |
|
|
|
|
Jumlah |
30.891,12 |
|
|
|
|
Nilai HSPK |
45.440.603,58 |
| 2019 | 24.3.1.93 | beton mutu sedang fc=20 Mpa (untuk box culvert) | M3 | 45.440.603,58 | Tidak Dipakai | |
| 16 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.6.1.21 |
pemasangan 1 m' lisplank GRC |
|
M |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.004 |
Orang Hari |
28.000,00 |
112,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.013 |
Orang Hari |
32.000,00 |
416,00 |
| 23.2.4.1.3.1 |
Tukang |
0.125 |
Orang Hari |
24.000,00 |
3.000,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
0.084 |
Orang Hari |
110.000,00 |
9.240,00 |
|
|
|
|
Jumlah |
12.768,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.11.1.1 |
Plat Besi/Baja |
1.1 |
Lonjor |
471.100,00 |
518.210,01 |
| 20.1.1.43.3.1 |
Kayu Kamper |
6 |
M3 |
7.219.000,00 |
43.314.000,00 |
|
|
|
|
Jumlah |
43.832.210,01 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
43.844.978,01 |
| 2019 | 24.6.1.21 | pemasangan 1 m' lisplank GRC | M | 43.844.978,01 | Tidak Dipakai | |
| 17 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.44 |
pekerjaan beton mutu F'c 26,4 Mpa (K-300), slumd (12±2) cm. w/c=0,52 |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.105 |
Orang Hari |
28.000,00 |
2.940,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
0.035 |
Orang Hari |
32.000,00 |
1.120,00 |
| 23.2.4.1.3.1 |
Tukang |
0.35 |
Orang Hari |
24.000,00 |
8.400,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
2.1 |
Orang Hari |
110.000,00 |
230.999,99 |
|
|
|
|
Jumlah |
243.459,99 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.2.1.2 |
Semen Mortar |
413 |
kilogram |
103.251,00 |
42.642.663,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.486 |
M3 |
243.000,00 |
118.098,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.756 |
M3 |
487.900,00 |
368.852,39 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
43.135.633,39 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
43.379.093,38 |
| 2019 | 24.3.1.44 | pekerjaan beton mutu F'c 26,4 Mpa (K-300), slumd (12±2) cm. w/c=0,52 | M3 | 43.379.093,38 | Tidak Dipakai | |
| 18 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.3.1.43 |
pekerjaan beton mutu F'c 24,0 Mpa (K-275), slumd (12±2) cm. w/c=0,53 |
|
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 |
406 |
kilogram |
103.251,00 |
41.919.906,00 |
| 20.1.1.4.4.1 |
Pasir Cor |
0.489 |
M3 |
243.000,00 |
118.827,00 |
| 20.1.1.5.4.1 |
Batu Pecah Mesin |
0.76 |
M3 |
487.900,00 |
370.804,00 |
| 23.2.2.2.1.1 |
Air Kerja |
215 |
liter |
28,00 |
6.020,00 |
|
|
|
|
Jumlah |
42.415.556,99 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
42.606.876,99 |
| 2019 | 24.3.1.43 | pekerjaan beton mutu F'c 24,0 Mpa (K-275), slumd (12±2) cm. w/c=0,53 | M3 | 42.606.876,99 | Tidak Dipakai | |
| 19 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.6.1.13 |
pemasangan 1 m3 kontruksi kuda-kuda konvensional kayu kelas II (damar) bentang 6m |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.2 |
Orang Hari |
28.000,00 |
5.600,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
1.2 |
Orang Hari |
32.000,00 |
38.400,00 |
| 23.2.4.1.3.1 |
Tukang |
12 |
Orang Hari |
24.000,00 |
288.000,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
4 |
Orang Hari |
110.000,00 |
440.000,00 |
|
|
|
|
Jumlah |
772.000,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.11.1.1 |
Plat Besi/Baja |
1.1 |
Lonjor |
471.100,00 |
518.210,01 |
| 20.1.1.28.4.1 |
Paku Klem |
15 |
Doz |
19.800,00 |
297.000,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
5.6 |
M3 |
7.219.000,00 |
40.426.399,31 |
|
|
|
|
Jumlah |
41.241.609,32 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
42.013.609,32 |
| 2019 | 24.6.1.13 | pemasangan 1 m3 kontruksi kuda-kuda konvensional kayu kelas II (damar) bentang 6m | M3 | 42.013.609,32 | Tidak Dipakai | |
| 20 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.6.1.14 |
pemasangan 1 m3 kontruksi kuda-kuda konvensional kayu kelas III (damar) bentang 6m |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 23.2.4.1.1.1 |
Mandor |
0.2 |
Orang Hari |
28.000,00 |
5.600,00 |
| 23.2.4.1.2.1 |
Kepala Tukang |
1.2 |
Orang Hari |
32.000,00 |
38.400,00 |
| 23.2.4.1.3.1 |
Tukang |
12 |
Orang Hari |
24.000,00 |
288.000,00 |
| 23.2.4.1.4.1 |
Pembantu Tukang |
4 |
Orang Hari |
110.000,00 |
440.000,00 |
|
|
|
|
Jumlah |
772.000,00 |
|
Bahan/Material: |
|
|
|
|
| 20.1.1.11.1.1 |
Plat Besi/Baja |
1.1 |
Lonjor |
471.100,00 |
518.210,01 |
| 20.1.1.28.4.1 |
Paku Klem |
15 |
Doz |
19.800,00 |
297.000,00 |
| 20.1.1.43.3.1 |
Kayu Kamper |
5.6 |
M3 |
7.219.000,00 |
40.426.399,31 |
|
|
|
|
Jumlah |
41.241.609,32 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
42.013.609,32 |
| 2019 | 24.6.1.14 | pemasangan 1 m3 kontruksi kuda-kuda konvensional kayu kelas III (damar) bentang 6m | M3 | 42.013.609,32 | Tidak Dipakai | |
