| 261 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.7.5.5 |
Pekerjaan Besi Pipa Galvanis 1 1/4 " (Medium) |
|
lembar |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
0,00 |
| 2019 | 24.7.5.5 | Pekerjaan Besi Pipa Galvanis 1 1/4 " (Medium) | lembar | 0,00 | Tidak Dipakai | |
| 262 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.8.2.5 |
Lapis Resap Ikat/Prime Coat |
|
Pohon |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
0,00 |
| 2019 | 24.8.2.5 | Lapis Resap Ikat/Prime Coat | Pohon | 0,00 | Tidak Dipakai | |
| 263 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.3.5 |
Pemasangan Crucuk Kayu Gelam 8 s/d 12 - P 4 m |
|
batang |
|
|
|
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 |
0.05 |
OH |
150.800,00 |
7.540,00 |
| 123.1.1.1.1.23 |
Tukang |
0.0125 |
OH |
177.500,00 |
2.218,75 |
|
|
|
|
Jumlah |
10.275,75 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.41 |
Kayu Galam, 4 m |
1 |
batang |
77.400,00 |
77.400,00 |
|
|
|
|
Jumlah |
77.400,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
87.675,75 |
| 2020 | 24.1.3.5 | Pemasangan Crucuk Kayu Gelam 8 s/d 12 - P 4 m | batang | 87.675,75 | Tidak Dipakai | |
| 264 |
| 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 | |
| 265 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.7.4.5 |
Pekerjaan Pembuatan Pagar Besi Model PMG 1,2 m x 2.4 m |
|
10 Lembar |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
0,00 |
| 2019 | 24.7.4.5 | Pekerjaan Pembuatan Pagar Besi Model PMG 1,2 m x 2.4 m | 10 Lembar | 0,00 | Tidak Dipakai | |
| 266 |
| 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 | |
| 267 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.10.5 |
Pembuatan daun pintu plywood rangkap. Rangka kayu Kelas II tertutup (lebar 90 cm) |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.21 |
OH |
236.200,00 |
49.602,00 |
| 123.1.1.1.1.6 |
Mandor |
0.035 |
OH |
206.800,00 |
7.238,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.7 |
OH |
150.800,00 |
105.560,00 |
| 123.1.1.1.1.23 |
Tukang |
2.1 |
OH |
177.500,00 |
372.749,98 |
|
|
|
|
Jumlah |
535.149,98 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.22.86 |
Papan/ Kaso Kayu Kelas II |
0.025 |
M3 |
14.567.300,00 |
364.182,51 |
| 117.1.1.1.22.93 |
Polywood # 4 ukuran 120 x 240 cm |
1 |
lembar |
80.100,00 |
80.100,00 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
0.03 |
Kg |
34.700,00 |
1.041,00 |
|
|
|
|
Jumlah |
445.323,51 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
980.473,49 |
| 2020 | 24.1.10.5 | Pembuatan daun pintu plywood rangkap. Rangka kayu Kelas II tertutup (lebar 90 cm) | M2 | 980.473,49 | Tidak Dipakai | |
| 268 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.7.3.5 |
Pemasangan Dasar Saluran R.15 (1/2 lingkaran) |
|
lembar |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
0,00 |
| 2019 | 24.7.3.5 | Pemasangan Dasar Saluran R.15 (1/2 lingkaran) | lembar | 0,00 | Tidak Dipakai | |
| 269 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.5.5 |
Pekerjaan atap pelana rangkap atap baja ringan profil C 75 bahan atap genteng |
|
M2 |
|
|
|
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 |
0.02 |
OH |
206.800,00 |
4.136,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.6 |
OH |
150.800,00 |
90.480,00 |
| 123.1.1.1.1.25 |
Tukang Besi |
0.6 |
OH |
177.500,00 |
106.500,00 |
|
|
|
|
Jumlah |
215.288,01 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.8.5 |
Baja Ringan Canal C75 |
3.5248 |
batang |
81.200,00 |
286.213,77 |
|
|
|
|
Jumlah |
286.213,77 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
501.501,77 |
| 2020 | 24.1.5.5 | Pekerjaan atap pelana rangkap atap baja ringan profil C 75 bahan atap genteng | M2 | 501.501,77 | Tidak Dipakai | |
| 270 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.1.5 |
Pembuatan kantor sementara lantai plesteran |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.3 |
OH |
236.200,00 |
70.860,00 |
| 123.1.1.1.1.6 |
Mandor |
0.005 |
OH |
206.800,00 |
1.034,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
2 |
OH |
150.800,00 |
301.600,00 |
| 123.1.1.1.1.23 |
Tukang |
2 |
OH |
177.500,00 |
355.000,00 |
|
|
|
|
Jumlah |
728.494,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.54 |
Semen PC / Kg |
35 |
Kg |
2.600,00 |
91.000,00 |
| 117.1.1.1.3.11 |
Kaca Jendela Nako + Rangka |
0.2 |
lembar |
46.700,00 |
9.340,00 |
| 117.1.1.1.3.17 |
Kaca Ryben 5 mm |
0.08 |
M2 |
205.500,00 |
16.440,00 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.25 |
M3 |
180.100,00 |
45.025,00 |
| 117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
30 |
buah |
700,00 |
21.000,00 |
| 117.1.1.1.5.88 |
Batu Koral |
0.15 |
M3 |
400.200,00 |
60.030,00 |
| 117.1.1.1.7.3 |
Seng Plat BJLS 20 |
0.25 |
lembar |
181.500,00 |
45.375,00 |
| 117.1.1.1.7.11 |
Seng Gelombang BJLS 020 |
1.2 |
lembar |
96.100,00 |
115.320,00 |
| 117.1.1.1.22.40 |
Kayu Dolken / Bulat 3"-4" |
1.25 |
batang |
26.700,00 |
33.375,00 |
| 117.1.1.1.22.87 |
Papan/ Kaso Kayu Kelas III |
0.18 |
M3 |
6.403.200,00 |
1.152.576,05 |
| 117.1.1.1.22.93 |
Polywood # 4 ukuran 120 x 240 cm |
0.06 |
lembar |
80.100,00 |
4.806,00 |
| 117.1.1.1.22.225 |
Pagar besi strip |
1.1 |
M2 |
1.667.500,00 |
1.834.250,04 |
| 117.1.1.1.22.233 |
Paku 2-5 inchi |
0.08 |
Kg |
34.700,00 |
2.776,00 |
| 117.1.1.12.1.200 |
Kunci Tanam 4" |
0.15 |
buah |
266.800,00 |
40.020,00 |
|
|
|
|
Jumlah |
3.471.333,09 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
4.199.827,10 |
| 2020 | 24.1.1.5 | Pembuatan kantor sementara lantai plesteran | M2 | 4.199.827,10 | Tidak Dipakai | |
| 271 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.8.5 |
Pemasangan Lantai Keramik ukuran 40x40 cm |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.035 |
OH |
236.200,00 |
8.267,00 |
| 123.1.1.1.1.6 |
Mandor |
0.035 |
OH |
206.800,00 |
7.238,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.7 |
OH |
150.800,00 |
105.560,00 |
| 123.1.1.1.1.23 |
Tukang |
0.35 |
OH |
177.500,00 |
62.125,00 |
|
|
|
|
Jumlah |
183.190,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.54 |
Semen PC / Kg |
10.4 |
Kg |
2.600,00 |
27.040,00 |
| 117.1.1.1.2.58 |
Semen Warna |
1.62 |
Zak |
114.800,00 |
185.976,00 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.045 |
M3 |
180.100,00 |
8.104,50 |
| 117.1.1.12.1.75 |
Keramik 40 x 40 cm |
6.5 |
kotak |
156.800,00 |
1.019.200,00 |
|
|
|
|
Jumlah |
1.240.320,50 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
1.423.510,50 |
| 2020 | 24.1.8.5 | Pemasangan Lantai Keramik ukuran 40x40 cm | M2 | 1.423.510,50 | Tidak Dipakai | |
| 272 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.2.5 |
Roll Pipa 2" |
|
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 |
OH |
206.800,00 |
0,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.2667 |
OH |
150.800,00 |
40.218,36 |
| 123.1.1.1.1.23 |
Tukang |
0.1333 |
OH |
177.500,00 |
23.660,75 |
|
|
|
|
Jumlah |
63.879,11 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
| 123.2.2.1.3.6 |
Alat Bantu Roll Pipa |
1 |
jam |
3.700,00 |
3.700,00 |
|
|
|
|
Jumlah |
3.700,00 |
|
|
|
|
Nilai HSPK |
67.579,11 |
| 2020 | 24.2.2.5 | Roll Pipa 2" | unit | 67.579,11 | Tidak Dipakai | |
| 273 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.8.1.5 |
Pemasangan Paving Stone (Blok) Tbl.8 cm Abu-2 Empat Persegi Panjang |
|
10 Pcs |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
0,00 |
| 2019 | 24.8.1.5 | Pemasangan Paving Stone (Blok) Tbl.8 cm Abu-2 Empat Persegi Panjang | 10 Pcs | 0,00 | Tidak Dipakai | |
| 274 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.14.5 |
Pekerjaan Besi Pipa Galvanis 2 " (Medium) |
|
meter |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.04 |
OH |
236.200,00 |
9.448,00 |
| 123.1.1.1.1.6 |
Mandor |
0.02 |
OH |
206.800,00 |
4.136,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.16 |
OH |
150.800,00 |
24.128,00 |
| 123.1.1.1.1.23 |
Tukang |
0.08 |
OH |
177.500,00 |
14.200,00 |
|
|
|
|
Jumlah |
51.912,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
| 117.1.1.1.22.223 |
Pabrikasi/Elektroda Baja(20%) |
0.16 |
M2 |
46.900,00 |
7.504,00 |
|
|
|
|
Jumlah |
7.504,00 |
|
|
|
|
Nilai HSPK |
59.416,00 |
| 2020 | 24.1.14.5 | Pekerjaan Besi Pipa Galvanis 2 " (Medium) | meter | 59.416,00 | Tidak Dipakai | |
| 275 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.6.5 |
Dinding Batu Merah 1 Pc : 2 Pp tebal 1/2 bata |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.01 |
OH |
236.200,00 |
2.362,00 |
| 123.1.1.1.1.6 |
Mandor |
0.015 |
OH |
206.800,00 |
3.102,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.3 |
OH |
150.800,00 |
45.240,00 |
| 123.1.1.1.1.23 |
Tukang |
0.1 |
OH |
177.500,00 |
17.750,00 |
|
|
|
|
Jumlah |
68.454,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.54 |
Semen PC / Kg |
18.95 |
Kg |
2.600,00 |
49.270,00 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.038 |
M3 |
180.100,00 |
6.843,80 |
| 117.1.1.1.5.82 |
Batu Bata Besar ( jumbo ) |
70 |
buah |
700,00 |
49.000,00 |
|
|
|
|
Jumlah |
105.113,80 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
173.567,80 |
| 2020 | 24.1.6.5 | Dinding Batu Merah 1 Pc : 2 Pp tebal 1/2 bata | M2 | 173.567,80 | Tidak Dipakai | |
| 276 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.2.5 |
Penggalian Tanah Lumpur |
|
M3 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0 |
OH |
236.200,00 |
0,00 |
| 123.1.1.1.1.6 |
Mandor |
0.045 |
OH |
206.800,00 |
9.306,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
1.2 |
OH |
150.800,00 |
180.960,01 |
| 123.1.1.1.1.23 |
Tukang |
0 |
OH |
177.500,00 |
0,00 |
|
|
|
|
Jumlah |
190.266,01 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
190.266,01 |
| 2020 | 24.1.2.5 | Penggalian Tanah Lumpur | M3 | 190.266,01 | Tidak Dipakai | |
| 277 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.1.7.5 |
Pengecatan bidang kayu dengan cat vernis |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.016 |
OH |
236.200,00 |
3.779,20 |
| 123.1.1.1.1.6 |
Mandor |
0.003 |
OH |
206.800,00 |
620,40 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.16 |
OH |
150.800,00 |
24.128,00 |
| 123.1.1.1.1.23 |
Tukang |
0.16 |
OH |
177.500,00 |
28.400,00 |
|
|
|
|
Jumlah |
56.927,60 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.6.35 |
Cat Vernis Jadi |
0.15 |
Ltr |
92.100,00 |
13.815,00 |
| 117.1.1.1.6.40 |
Dempul Jadi |
0.05 |
Kg |
61.400,00 |
3.070,00 |
| 117.1.1.1.6.49 |
Kertas Amplas |
0.1 |
lembar |
6.700,00 |
670,00 |
|
|
|
|
Jumlah |
17.555,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
74.482,60 |
| 2020 | 24.1.7.5 | Pengecatan bidang kayu dengan cat vernis | M2 | 74.482,60 | Tidak Dipakai | |
| 278 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.1.5 |
Pemasangan Paving Blok Tbl.8 cm segi enam |
|
M2 |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.025 |
OH |
236.200,00 |
5.905,00 |
| 123.1.1.1.1.6 |
Mandor |
0.025 |
OH |
206.800,00 |
5.170,00 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.05 |
OH |
150.800,00 |
7.540,00 |
| 123.1.1.1.1.23 |
Tukang |
0.05 |
OH |
177.500,00 |
8.875,00 |
|
|
|
|
Jumlah |
27.490,00 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.12.1.92 |
Paving Blok segi enam t. 8 cm |
1 |
M2 |
104.800,00 |
104.800,00 |
|
|
|
|
Jumlah |
104.800,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
132.290,00 |
| 2020 | 24.2.1.5 | Pemasangan Paving Blok Tbl.8 cm segi enam | M2 | 132.290,00 | Tidak Dipakai | |
| 279 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.7.3.6 |
Pemasangan Dasar Saluran R.25 (1/2 lingkaran) |
|
lembar |
|
|
|
Upah: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Bahan/Material: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
0,00 |
| 2019 | 24.7.3.6 | Pemasangan Dasar Saluran R.25 (1/2 lingkaran) | lembar | 0,00 | Tidak Dipakai | |
| 280 |
| NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
| 24.2.1.6 |
Kanstin BDCM 21.5 |
|
M |
|
|
|
Upah: |
|
|
|
|
| 123.1.1.1.1.5 |
Kepala Tukang |
0.025 |
OH |
236.200,00 |
5.905,00 |
| 123.1.1.1.1.6 |
Mandor |
0.001 |
OH |
206.800,00 |
206,80 |
| 123.1.1.1.1.14 |
Pekerja Terlatih |
0.05 |
OH |
150.800,00 |
7.540,00 |
| 123.1.1.1.1.23 |
Tukang |
0.05 |
OH |
177.500,00 |
8.875,00 |
|
|
|
|
Jumlah |
22.526,80 |
|
Bahan/Material: |
|
|
|
|
| 117.1.1.1.2.54 |
Semen PC / Kg |
0.0454 |
Kg |
2.600,00 |
118,04 |
| 117.1.1.1.4.4 |
Pasir Pasang |
0.0054 |
M3 |
180.100,00 |
972,54 |
| 117.1.1.12.1.55 |
Kanstin BDCM 21.5 m |
5 |
buah |
19.500,00 |
97.500,00 |
|
|
|
|
Jumlah |
98.590,58 |
|
Sewa Peralatan: |
|
|
|
|
|
|
|
|
Jumlah |
0,00 |
|
|
|
|
Nilai HSPK |
121.117,38 |
| 2020 | 24.2.1.6 | Kanstin BDCM 21.5 | M | 121.117,38 | Tidak Dipakai | |
