1 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.16 |
Perkerasan Beton Semen dengan Anyaman Tulangan Tunggal |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.99 |
Kg |
36.500,00 |
36.135,00 |
117.1.1.1.2.36 |
Curing Compound |
0.6525 |
liter |
41.100,00 |
26.817,75 |
117.1.1.1.2.52 |
Semen |
410 |
Kg |
1.900,00 |
779.000,00 |
117.1.1.1.2.61 |
Additive Beton |
0.8568 |
Ltr |
41.100,00 |
35.214,48 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.7885 |
M3 |
278.900,00 |
219.912,65 |
117.1.1.1.4.1 |
Pasir |
0.6237 |
M3 |
247.100,00 |
154.116,28 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.02 |
Kg |
38.200,00 |
764,00 |
117.1.1.1.14.32 |
Besi Beton Polos |
45 |
Kg |
16.900,00 |
760.500,00 |
117.1.1.1.22.230 |
Paku |
0.35 |
Kg |
25.700,00 |
8.995,00 |
117.2.2.6.1.94 |
Expansion Cap |
0.17 |
M2 |
6.600,00 |
1.122,00 |
132.3.2.13.1.36 |
Formwork Plate |
1 |
M2 |
800.400,00 |
800.400,00 |
|
|
|
|
Jumlah |
2.822.977,16 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2132 |
jam |
1.116.600,00 |
238.059,12 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
341.536,24 |
|
|
|
|
Nilai HSPK |
3.217.061,24 |
| 2020 | 24.2.7.16 | Perkerasan Beton Semen dengan Anyaman Tulangan Tunggal | M3 | 3.217.061,24 | Tidak Dipakai | |
2 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.15 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 3 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.748 |
Kg |
36.500,00 |
27.302,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
16.382 |
Kg |
16.900,00 |
276.855,80 |
117.1.1.1.22.37 |
Kayu Acuan |
0.004 |
M3 |
3.952.700,00 |
15.810,80 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.037 |
lembar |
193.700,00 |
7.166,90 |
117.1.1.1.22.230 |
Paku |
0.067 |
Kg |
25.700,00 |
1.721,90 |
117.2.2.6.1.94 |
Expansion Cap |
0.052 |
M2 |
6.600,00 |
343,20 |
|
|
|
|
Jumlah |
1.628.275,95 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.017.893,62 |
| 2020 | 24.2.7.15 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 3 lajur) | M3 | 2.017.893,62 | Tidak Dipakai | |
3 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.14 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 3 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.773 |
Kg |
36.500,00 |
28.214,50 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
17.23 |
Kg |
16.900,00 |
291.186,99 |
117.1.1.1.22.37 |
Kayu Acuan |
0.004 |
M3 |
3.952.700,00 |
15.810,80 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.042 |
lembar |
193.700,00 |
8.135,40 |
117.1.1.1.22.230 |
Paku |
0.075 |
Kg |
25.700,00 |
1.927,50 |
117.2.2.6.1.94 |
Expansion Cap |
0.054 |
M2 |
6.600,00 |
356,40 |
|
|
|
|
Jumlah |
1.644.706,94 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.034.324,61 |
| 2020 | 24.2.7.14 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 3 lajur) | M3 | 2.034.324,61 | Tidak Dipakai | |
4 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.13 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 3 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.806 |
Kg |
36.500,00 |
29.419,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
17.695 |
Kg |
16.900,00 |
299.045,49 |
117.1.1.1.22.37 |
Kayu Acuan |
0.005 |
M3 |
3.952.700,00 |
19.763,50 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.048 |
lembar |
193.700,00 |
9.297,60 |
117.1.1.1.22.230 |
Paku |
0.086 |
Kg |
25.700,00 |
2.210,20 |
117.2.2.6.1.94 |
Expansion Cap |
0.051 |
M2 |
6.600,00 |
336,60 |
|
|
|
|
Jumlah |
1.659.147,74 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.048.765,41 |
| 2020 | 24.2.7.13 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 3 lajur) | M3 | 2.048.765,41 | Tidak Dipakai | |
5 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.12 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5,5 m, 2 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.794 |
Kg |
36.500,00 |
28.981,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.015 |
Kg |
38.200,00 |
573,00 |
117.1.1.1.14.32 |
Besi Beton Polos |
16.005 |
Kg |
16.900,00 |
270.484,49 |
117.1.1.1.22.37 |
Kayu Acuan |
0.003 |
M3 |
3.952.700,00 |
11.858,10 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.031 |
lembar |
193.700,00 |
6.004,70 |
117.1.1.1.22.230 |
Paku |
0.055 |
Kg |
25.700,00 |
1.413,50 |
117.2.2.6.1.94 |
Expansion Cap |
0.056 |
M2 |
6.600,00 |
369,60 |
|
|
|
|
Jumlah |
1.618.224,93 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.007.842,61 |
| 2020 | 24.2.7.12 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5,5 m, 2 lajur) | M3 | 2.007.842,61 | Tidak Dipakai | |
6 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.11 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5 m, 2 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.819 |
Kg |
36.500,00 |
29.893,50 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
16.141 |
Kg |
16.900,00 |
272.782,91 |
117.1.1.1.22.37 |
Kayu Acuan |
0.003 |
M3 |
3.952.700,00 |
11.858,10 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.034 |
lembar |
193.700,00 |
6.585,80 |
117.1.1.1.22.230 |
Paku |
0.06 |
Kg |
25.700,00 |
1.542,00 |
117.2.2.6.1.94 |
Expansion Cap |
0.054 |
M2 |
6.600,00 |
356,40 |
|
|
|
|
Jumlah |
1.622.094,06 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.011.711,73 |
| 2020 | 24.2.7.11 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5 m, 2 lajur) | M3 | 2.011.711,73 | Tidak Dipakai | |
7 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.10 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 2 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.849 |
Kg |
36.500,00 |
30.988,50 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
16.382 |
Kg |
16.900,00 |
276.855,80 |
117.1.1.1.22.37 |
Kayu Acuan |
0.004 |
M3 |
3.952.700,00 |
15.810,80 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.037 |
lembar |
193.700,00 |
7.166,90 |
117.1.1.1.22.230 |
Paku |
0.067 |
Kg |
25.700,00 |
1.721,90 |
117.2.2.6.1.94 |
Expansion Cap |
0.052 |
M2 |
6.600,00 |
343,20 |
|
|
|
|
Jumlah |
1.631.962,44 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.021.580,12 |
| 2020 | 24.2.7.10 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 2 lajur) | M3 | 2.021.580,12 | Tidak Dipakai | |
8 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.9 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 2 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.887 |
Kg |
36.500,00 |
32.375,50 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
17.23 |
Kg |
16.900,00 |
291.186,99 |
117.1.1.1.22.37 |
Kayu Acuan |
0.004 |
M3 |
3.952.700,00 |
15.810,80 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.042 |
lembar |
193.700,00 |
8.135,40 |
117.1.1.1.22.230 |
Paku |
0.075 |
Kg |
25.700,00 |
1.927,50 |
117.2.2.6.1.94 |
Expansion Cap |
0.054 |
M2 |
6.600,00 |
356,40 |
|
|
|
|
Jumlah |
1.648.867,94 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.038.485,61 |
| 2020 | 24.2.7.9 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 2 lajur) | M3 | 2.038.485,61 | Tidak Dipakai | |
9 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.8 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 2 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.936 |
Kg |
36.500,00 |
34.164,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
17.695 |
Kg |
16.900,00 |
299.045,49 |
117.1.1.1.22.37 |
Kayu Acuan |
0.005 |
M3 |
3.952.700,00 |
19.763,50 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.048 |
lembar |
193.700,00 |
9.297,60 |
117.1.1.1.22.230 |
Paku |
0.086 |
Kg |
25.700,00 |
2.210,20 |
117.2.2.6.1.94 |
Expansion Cap |
0.051 |
M2 |
6.600,00 |
336,60 |
|
|
|
|
Jumlah |
1.663.892,74 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.053.510,41 |
| 2020 | 24.2.7.8 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 2 lajur) | M3 | 2.053.510,41 | Tidak Dipakai | |
10 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.7 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 m, 2 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
1.001 |
Kg |
36.500,00 |
36.536,50 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.013 |
Kg |
38.200,00 |
496,60 |
117.1.1.1.14.32 |
Besi Beton Polos |
18.204 |
Kg |
16.900,00 |
307.647,61 |
117.1.1.1.22.37 |
Kayu Acuan |
0.006 |
M3 |
3.952.700,00 |
23.716,20 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.056 |
lembar |
193.700,00 |
10.847,20 |
117.1.1.1.22.230 |
Paku |
0.1 |
Kg |
25.700,00 |
2.570,00 |
117.2.2.6.1.94 |
Expansion Cap |
0.048 |
M2 |
6.600,00 |
316,80 |
|
|
|
|
Jumlah |
1.680.671,45 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.070.289,13 |
| 2020 | 24.2.7.7 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 m, 2 lajur) | M3 | 2.070.289,13 | Tidak Dipakai | |
11 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.6 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 2,75 m, 2 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
1.042 |
Kg |
36.500,00 |
38.033,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
19.503 |
Kg |
16.900,00 |
329.600,70 |
117.1.1.1.22.37 |
Kayu Acuan |
0.006 |
M3 |
3.952.700,00 |
23.716,20 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.061 |
lembar |
193.700,00 |
11.815,70 |
117.1.1.1.22.230 |
Paku |
0.109 |
Kg |
25.700,00 |
2.801,30 |
117.2.2.6.1.94 |
Expansion Cap |
0.052 |
M2 |
6.600,00 |
343,20 |
|
|
|
|
Jumlah |
1.705.385,45 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.095.003,13 |
| 2020 | 24.2.7.6 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 2,75 m, 2 lajur) | M3 | 2.095.003,13 | Tidak Dipakai | |
12 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.5 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5 m, 1 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.541 |
Kg |
36.500,00 |
19.746,50 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
16.007 |
Kg |
16.900,00 |
270.518,30 |
117.1.1.1.22.37 |
Kayu Acuan |
0.004 |
M3 |
3.952.700,00 |
15.810,80 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.034 |
lembar |
193.700,00 |
6.585,80 |
117.1.1.1.22.230 |
Paku |
0.06 |
Kg |
25.700,00 |
1.542,00 |
117.2.2.6.1.94 |
Expansion Cap |
0.054 |
M2 |
6.600,00 |
356,40 |
|
|
|
|
Jumlah |
1.613.635,15 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.003.252,82 |
| 2020 | 24.2.7.5 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5 m, 1 lajur) | M3 | 2.003.252,82 | Tidak Dipakai | |
13 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.4 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 1 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.542 |
Kg |
36.500,00 |
19.783,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
16.307 |
Kg |
16.900,00 |
275.588,29 |
117.1.1.1.22.37 |
Kayu Acuan |
0.005 |
M3 |
3.952.700,00 |
19.763,50 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.037 |
lembar |
193.700,00 |
7.166,90 |
117.1.1.1.22.230 |
Paku |
0.067 |
Kg |
25.700,00 |
1.721,90 |
117.2.2.6.1.94 |
Expansion Cap |
0.052 |
M2 |
6.600,00 |
343,20 |
|
|
|
|
Jumlah |
1.623.442,13 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.013.059,80 |
| 2020 | 24.2.7.4 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 1 lajur) | M3 | 2.013.059,80 | Tidak Dipakai | |
14 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.3 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 1 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.542 |
Kg |
36.500,00 |
19.783,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
17.146 |
Kg |
16.900,00 |
289.767,40 |
117.1.1.1.22.37 |
Kayu Acuan |
0.006 |
M3 |
3.952.700,00 |
23.716,20 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.042 |
lembar |
193.700,00 |
8.135,40 |
117.1.1.1.22.230 |
Paku |
0.075 |
Kg |
25.700,00 |
1.927,50 |
117.2.2.6.1.94 |
Expansion Cap |
0.054 |
M2 |
6.600,00 |
356,40 |
|
|
|
|
Jumlah |
1.642.761,24 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.032.378,92 |
| 2020 | 24.2.7.3 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 1 lajur) | M3 | 2.032.378,92 | Tidak Dipakai | |
15 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.2 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 1 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.541 |
Kg |
36.500,00 |
19.746,50 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.014 |
Kg |
38.200,00 |
534,80 |
117.1.1.1.14.32 |
Besi Beton Polos |
17.599 |
Kg |
16.900,00 |
297.423,12 |
117.1.1.1.22.37 |
Kayu Acuan |
0.006 |
M3 |
3.952.700,00 |
23.716,20 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.048 |
lembar |
193.700,00 |
9.297,60 |
117.1.1.1.22.230 |
Paku |
0.086 |
Kg |
25.700,00 |
2.210,20 |
117.2.2.6.1.94 |
Expansion Cap |
0.052 |
M2 |
6.600,00 |
343,20 |
|
|
|
|
Jumlah |
1.651.812,16 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.041.429,84 |
| 2020 | 24.2.7.2 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 1 lajur) | M3 | 2.041.429,84 | Tidak Dipakai | |
16 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.7.1 |
Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 m, 1 lajur) |
|
M3 |
|
|
|
Upah: |
|
|
|
|
123.1.1.1.1.6 |
Mandor |
0.0215 |
OH |
206.800,00 |
4.446,20 |
123.1.1.1.1.14 |
Pekerja Terlatih |
0.2008 |
OH |
150.800,00 |
30.280,64 |
123.1.1.1.1.23 |
Tukang |
0.1004 |
OH |
177.500,00 |
17.821,00 |
|
|
|
|
Jumlah |
52.547,84 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.1.13 |
Joint Sealent |
0.542 |
Kg |
36.500,00 |
19.783,00 |
117.1.1.1.2.36 |
Curing Compound |
0.84 |
liter |
41.100,00 |
34.524,00 |
117.1.1.1.2.52 |
Semen |
469.68 |
Kg |
1.900,00 |
892.391,99 |
117.1.1.1.2.61 |
Additive Beton |
0.9 |
Ltr |
41.100,00 |
36.990,00 |
117.1.1.1.2.68 |
Aggregat Kasar |
0.744 |
M3 |
278.900,00 |
207.501,60 |
117.1.1.1.4.1 |
Pasir |
0.5145 |
M3 |
247.100,00 |
127.132,96 |
117.1.1.1.6.3 |
Cat Anti Karet |
0.013 |
Kg |
38.200,00 |
496,60 |
117.1.1.1.14.32 |
Besi Beton Polos |
18.092 |
Kg |
16.900,00 |
305.754,78 |
117.1.1.1.22.37 |
Kayu Acuan |
0.007 |
M3 |
3.952.700,00 |
27.668,90 |
117.1.1.1.22.73 |
Multiplak 12mm |
0.056 |
lembar |
193.700,00 |
10.847,20 |
117.1.1.1.22.230 |
Paku |
0.1 |
Kg |
25.700,00 |
2.570,00 |
117.2.2.6.1.94 |
Expansion Cap |
0.048 |
M2 |
6.600,00 |
316,80 |
|
|
|
|
Jumlah |
1.665.977,83 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.5 |
Batching Plant |
0.0502 |
jam |
987.200,00 |
49.557,44 |
123.2.2.1.2.16 |
Concrete Paver |
0.0074 |
jam |
799.100,00 |
5.913,34 |
123.2.2.1.2.18 |
Concrete Vibrator |
0.0502 |
jam |
76.100,00 |
3.820,22 |
123.2.2.1.2.58 |
Truck Mixer |
0.2092 |
jam |
1.116.600,00 |
233.592,71 |
123.2.2.1.2.61 |
Water Tank Truck |
0.0422 |
jam |
525.600,00 |
22.180,32 |
123.2.2.1.2.64 |
Wheel Loader |
0.0244 |
jam |
844.500,00 |
20.605,80 |
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
337.069,83 |
|
|
|
|
Nilai HSPK |
2.055.595,50 |
| 2020 | 24.2.7.1 | Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 m, 1 lajur) | M3 | 2.055.595,50 | Tidak Dipakai | |
17 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.6.142 |
Rehabiltasi / Pemeliharaan Rambu Lalulintas |
|
unit |
|
|
|
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 |
0.08 |
OH |
206.800,00 |
16.544,00 |
123.1.1.1.1.14 |
Pekerja Terlatih |
1.6 |
OH |
150.800,00 |
241.280,00 |
123.1.1.1.1.23 |
Tukang |
0.35 |
OH |
177.500,00 |
62.125,00 |
|
|
|
|
Jumlah |
328.216,00 |
|
Bahan/Material: |
|
|
|
|
117.1.1.1.6.4 |
Cat Besi (Kilat) |
0.425 |
Kg |
76.100,00 |
32.342,50 |
117.1.1.1.6.18 |
Cat Meni Besi |
0.125 |
Kg |
50.700,00 |
6.337,50 |
117.1.1.1.6.83 |
Thinner |
0.5 |
liter |
18.600,00 |
9.300,00 |
132.3.2.13.1.109 |
Kertas Pasir Kasar |
0.2 |
lembar |
46.700,00 |
9.340,00 |
|
|
|
|
Jumlah |
57.320,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.2.38 |
Mobil Pick Up |
0.35 |
jam |
49.400,00 |
17.290,00 |
123.2.2.1.3.5 |
Alat bantu penyetelan rambu lalulintas |
1 |
LS |
20.100,00 |
20.100,00 |
|
|
|
|
Jumlah |
37.390,00 |
|
|
|
|
Nilai HSPK |
422.926,00 |
| 2020 | 24.2.6.142 | Rehabiltasi / Pemeliharaan Rambu Lalulintas | unit | 422.926,00 | Tidak Dipakai | |
18 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.6.141 |
Menanam Pohon Yuka |
|
Pohon |
|
|
|
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: |
|
|
|
|
117.1.1.8.3.356 |
Yuka |
1 |
Polibeg |
13.400,00 |
13.400,00 |
117.1.1.12.1.210 |
Bambu |
1 |
batang |
46.700,00 |
46.700,00 |
|
|
|
|
Jumlah |
60.100,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
125.956,00 |
| 2020 | 24.2.6.141 | Menanam Pohon Yuka | Pohon | 125.956,00 | Tidak Dipakai | |
19 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.6.140 |
Menanam Pohon Trembesi (2-3m) |
|
Pohon |
|
|
|
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: |
|
|
|
|
117.1.1.8.3.350 |
Trembesi (2-3m) |
1 |
Polibeg |
200.100,00 |
200.100,00 |
117.1.1.12.1.210 |
Bambu |
1 |
batang |
46.700,00 |
46.700,00 |
|
|
|
|
Jumlah |
246.800,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
312.656,00 |
| 2020 | 24.2.6.140 | Menanam Pohon Trembesi (2-3m) | Pohon | 312.656,00 | Tidak Dipakai | |
20 |
NOMOR |
URAIAN KEGIATAN |
KOEF. |
SAT |
HARGA SATUAN |
HARGA |
24.2.6.139 |
Menanam Pohon Tombak Raja |
|
Pohon |
|
|
|
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: |
|
|
|
|
117.1.1.8.3.348 |
Tombak Raja |
1 |
Polibeg |
466.900,00 |
466.900,00 |
117.1.1.12.1.210 |
Bambu |
1 |
batang |
46.700,00 |
46.700,00 |
|
|
|
|
Jumlah |
513.600,00 |
|
Sewa Peralatan: |
|
|
|
|
123.2.2.1.3.1 |
Alat Bantu |
1 |
LS |
1.400,00 |
1.400,00 |
|
|
|
|
Jumlah |
1.400,00 |
|
|
|
|
Nilai HSPK |
579.456,00 |
| 2020 | 24.2.6.139 | Menanam Pohon Tombak Raja | Pohon | 579.456,00 | Tidak Dipakai | |